USA > Massachusetts > Middlesex County > Somerville > Report of the city of Somerville 1906 > Part 25
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Medford street would pass under the railroad by the con- struction of a subway, the present street being lowered 10.2 feet at the railroad (the tracks being raised), and the proposed grade of the roadway ascending at the rate of 4% until meeting the present street surface, the sidewalks on either side of the roadway to be at a higher elevation, with a less ascending grade.
Prospect street would pass under the railroad (where it passes overhead at present) at a depression in grade of about three feet from the general elevation of the present street surface on either side of the railroad location.
Webster avenue and Newton street would pass under the railroad at a depression in grade of about 1.5 feet from the pres- ent street surface.
Washington street would pass under the railroad (where it passes overhead at present) by a depression in grade of about 4.5 feet from the general elevation of the present street surface on either side of the railroad location.
Dane street would pass under the railroad at very nearly its present grade.
Vine street would pass under the railroad (where at present it is cut off) at practically the same grade as the present street surface on either side of the railroad location.
319
CITY ENGINEER.
Park street would pass under the railroad by a depression in grade of about one foot from the present street surface.
Kent street would pass under the railroad (where at present it is cut off) by a depression in grade of about one foot from the general elevation of the present street surface on either side of the railroad location.
Sacramento street would pass under the railroad (where at present it is cut off) by a subway ; the proposed grade of the roadway on the north side of the railroad ascends at the rate of 8% to Somerville avenue, and on the south side at the rate of 3.5% until it meets the present street surface, the sidewalks on either side of the roadway to be at a higher elevation, with a less ascending grade.
At Beacon street the highway and railroad grades remain unchanged.
The head-room where the streets are carried under the rail- road are generally fourteen feet or more, the two subways having less head-room.
Table Showing Proposed Changes at the Various Street Crossings.
Street.
Track Raised.
Street Raised.
Street Lowered.
Clear Head-room.
Somerville ave.
Pres. elev'n 4.8 feet
19.5 feet
10.2 feet
13
(subway)
Prospect st.
15.4 "
17
14
Webster avenue and Newton st.
14.6
14
66
Dane st.
16.6
Remains
the same. 66
14
Vine st.
16.3
14.8
Park st.
15.1
1 foot
14
Kent st.
14.7
1.5 feet
14
Sacramento st.
9.6
4.5 "
12
66 (subway )
Beacon st.
Tracks
and street
unchanged.
The bridge work at these various street crossings to be of most modern construction and best designs of combined steel and iron structures, granite arches, and reinforced concrete, with solid floors and ballasted tracks tending to reduce the noise of trains to a minimum.
Two new modern stations would be built in place of the pres- ent old structures, reached by easy approaches, and improving the present surroundings.
By the scheme presented, the greater part of the construc- tion work and necessary alterations would be made on the rail- road property, and thereby greatly lessen the claims of cost for property damages by the abutting owners of estates. These property damages have been estimated at 50% higher than the
1.5 16.5
15
Washington st.
17.4
66
16 feet
Medford st.
320
ANNUAL REPORTS.
total assessed valuation of the property affected by any change in grade on the streets.
A rough approximate estimate of the cost of abolishing the grade crossings on the Fitchburg railroad in Somerville by the proposed plan presented is as follows :-
Somerville-avenue Crossing. (By bridge over railroad location.) COST OF WORK TO BE DONE ON CITY'S STREET.
Retaining walls
$35,000 00
Filling
18,000 00
Street paving
15,000 00
Sidewalk work .
3,000 00
Bridge work over railroad location, com- plete
30,000 00
Steps for sidewalks, etc.
3,000 00
Railings
5,000 00
Miscellaneous changes
1,000 00
Total construction work .
$110,000 00
Medford=street Crossing. (By subway under railroad.) COST OF WORK TO BE DONE ON CITY'S STREET.
Excavation, etc.
$2,000 00
Retaining walls
14,400 00
Street paving
5,000 00
Sidewalk work .
1,100 00
Sewer and water pipe changes
3,000 00
Bridge work over railroad location, com-
8,000 00
plete
Total construction work . $33,500 00
Prospect=street Crossing. (Street under railroad. ) COST OF WORK TO BE DONE ON CITY'S STREET.
Excavation
$2,000 00
Street paving
3,000 00
Sidewalk work .
1,500 00
Bridge work over railroad location, com-
plete
9,000 00
Total construction work .
$15,500 00
Webster=avenue and Newton=street Crossing. (Street under railroad.) COST OF WORK TO BE DONE ON CITY'S STREET.
Excavation
$1,000 00
Street paving
5,500 00
Sidewalk work .
1,500 00
Bridge work over railroad location, com-
plete
9,000 00
Total construction work .
$17,000 00
.
.
.
321
CITY ENGINEER.
Washington=street Crossing. (Street under railroad.) COST OF WORK TO BE DONE ON CITY'S STREET.
Excavation, etc.
$4,400 00
Street pavement
5,000 00
Sidewalk work .
1,400 00
Bridge work over railroad location, com-
11,000 00
plete
Total construction work .
$21,800 00
Dane=street Crossing. (Street under railroad.) COST OF WORK TO BE DONE ON CITY'S STREET.
Excavation, etc.
$200 00
Street paving
1,500 00
Sidewalk work
500 00
Bridge work over railroad location, com-
8,000 00
Total construction work .
$10,200 00
Vine=street Crossing. ( Street under railroad.) Same estimated cost as Dane street $10,200 00
Park-street Crossing. (Street under railroad.) COST OF WORK TO BE DONE ON CITY'S STREET.
Excavation, etc.
$300 00
Street paving
2,200 00
Sidewalk work .
800 00
Bridge work over railroad location, com-
9,000 00
Total construction work .
$12,300 00
Kent=street Crossing. (Street under railroad.) COST OF WORK TO BE DONE ON CITY'S STREET.
Excavation, etc.
$300 00
Street paving
1,800 00
Sidewalk work .
500 00
Bridge work over railroad location, com-
plete
8,000 00
Total construction work .
$10,600 00
Sacramento=street Crossing. (By Subway under railroad.) COST OF WORK TO BE DONE ON CITY'S STREET.
Excavation, etc.
$700 00
Retaining walls
2,500 00
Street paving
2,000 00
Sidewalk work .
700 00
Bridge work over railroad location, com-
plete
8,000 00
Total construction work . $13,900 00 Beacon-street crossing. No change. Street and railroad remain as at present.
·
plete
plete
.
322
ANNUAL REPORTS.
Fitchburg Railroad Location. (Raising road bed.) COST OF WORK TO BE DONE WITHIN RAILROAD LOCATION.
Retaining walls
$252,800 00
Footing course
74,400 00
Filling
250,100 00
New stations (2) and grading
75,000 00
Miscellaneous work
10,000 00
Total construction work, railroad loca- tion
$662,300 00
Estimated property damages on line of proposed work :-·
At Somerville-avenue crossing
$36,300 00
At Medford-street crossing
17,600 00
At Webster-avenue crossing. .
2,000 00
At Washington-street crossing
9,400 00
At Kent-street crossing
3,000 00
At Sacramento-street crossing
5,400 00
Estimated property damage assessed valua- tion
$73,700 00
Add one-half assessed valuation
36,800 00
Total estimated property damages Summary :-
$110,500 00
Estimated construction work on highways,
$255,000 00
Estimated construction work on railroad lo- cation
662,300 00
Contingencies, etc.
$917,300 00 45,800 00
Total cost of construction work
$963,100 00
Estimated property damages
110,500 00
Total cost of proposed scheme
$1,073,600 00
Respectfully submitted, E. W. BAILEY, City Engineer, Somerville.
January, 1906.
323
CITY ENGINEER.
SEWER DEPARTMENT.
Sewers Construction Account.
STATEMENT OF EXPENSES, 1906.
Constructing "separate system" sewers (as-
sessments levied) petitioned for . $1,867 03
Constructing "separate system" sewers (no assessments) 13,519 11
Constructing "combined system" sewers
741 82
(assessments levied) petitioned for . Constructing storm drains and overflows . Constructing fifty-two catch basins, street drainage
400 95
Final payments on sewers constructed, 1905, .
740 30
Work and materials furnished other depart- ments
872 58
Sundry expenses, books and printing .
60 25
Materials on hand December 31, 1906 .
775 45
Total expenditure
$21,504 40
Transferred to Highway Construction,
paving .
·
2,000 00
Transferred to Electrical Department . 3,000 00
Total debit .
$26,504 40
CREDIT.
Appropriation
$20,000 00
Balance unexpended December 31, 1905
4,711 52
Assessments levied, sewers constructed, 1906
2,501 25
Boston & Maine Railroad, entrance fee Bos- ton-avenue sewer
14 00
Amounts received from other departments .
1,050 90
Reserves on contracts due 1907
865 81
Materials on hand December 31, 1905
815 03
Total credit
$29,958 51
Balance unexpended
$3,454 11
.
The greater part of the new construction work has been done by contract, and the remainder by the city employing day labor, where old structures were to be remodeled or replaced by some difficult construction work.
All materials have been furnished by the city, and the prices paid for drain pipe, cement, supplies, etc., for the season have been by contract with the lowest bidder and at an unusually low rate.
A number of sewers have been constructed as petitioned for in different sections of the city, and portions of the cost of con- struction assessed on the abutting estates under orders adopted by the board of aldermen.
Short lines of storm drains and overflows from congested sewers have been constructed during the year in the most needed districts.
2,526 91
324
ANNUAL REPORTS.
The "separate system" sewers (those built for house drainage only) have been extended in a number of streets, and this system should be extended yearly until all the flooded districts in the city have two complete systems of drainage, the old sewer to be used for storm and surface water. The city pays the entire cost of these new sewer extensions for house drainage.
Wherever these new sewers are constructed, the house plumbing should be changed where necessary, and the house drains and conductor, or surface water drains re-connected with both systems as soon as possible.
New sewers and drains were constructed during the year, varying in size from eight-inch pipe to twelve-inch pipe, in the following localities :-
"Separate system" sewers in :-
Bromfield road, -- Two Penny brook to near Dearborn road.
Chestnut street,-Poplar street, southeasterly.
Elm street,-(westerly side) Oak square to Mossland street.
Everett street,-(north side) East Newton street to near Webster avenue.
Harrison street,-(both sides) Ivaloo street to Kent street.
Ivaloo street,-(north side) Beacon street to Harrison street.
Kent street,-(both sides) northwest side Beacon street to near Fitchburg railroad; southeast side Beacon street to Harrison street.
Linwood street,-(east side) end of sewer built 1902 to London street.
Medford street,-(both sides) Somerville avenue to Washington street.
Nevada avenue,-Dane street to near Hanson street.
Pearson road,-Two Penny brook to near Dearborn road.
Skehan street,-Dane street to near Hanson street.
Village street,-Dane street to near Vine street.
Vine street,-(south side) Beacon street to near Fitch- burg railroad.
Warner street, --- Pearson road to Bromfield road.
Washington street,-(north side) Charlestown line to Franklin street.
"Combined system" sewers in :--
Gurney street,-Highland avenue to near Cedar street. Newberne street,-Morrison avenue to near Lexington & Arlington branch railroad.
Storm drains in :-
Broadway,-connections across from northerly side at Rogers avenue.
Josephine avenue, Willow avenue and Lowden avenue.
325
CITY ENGINEER.
Summary of Work. Twenty-two new sewers and drains have been constructed during the year, a total length of 11,957.1 linear feet (2.27 miles), at a cost of $16,528.91, plans have been made showing these sewers in detail, and assessments levied on a portion of them, amounting to $2,501.25. (See tabular state- inent of sewers and drains for 1906, showing itemized statement of work and cost.)
The total length of the city's drainage system is 95.225 miles. 22.223 miles being on the "separate system," and 5.648 miles of storm drains, and the entire cost of construction has amounted to about $1,180,465, exclusive of the amount paid to the state for assessments for the construction of the North Metropolitan sewerage system.
Fifty-two new catch basins have been constructed in the highways during the year, at an average cost of $18.59 per basin, making a total of 1,416 catch basins in the city for street drainage purposes.
Metropolitan Sewer Connections. All of the city's ten con- nections with the North Metropolitan sewerage system are in good condition. No new main connections have been required.
A private drain about 700 feet in length has been constructed at the owners' expense for the purpose of drainage from the Hinckley rendering works located on the marsh lands near Mystic river, and connecting with the Metropolitan main on Mystic avenue, at Melrose street.
At the Somerville-avenue-Poplar-street connection with the Metropolitan sewer, records compiled from an automatic record- ing clock placed in the "regulator chamber" on the combined system show this outlet to have been cut off as follows :-
Year 1906, completely closed 289 hours, partly closed 331 hours.
In previous years the following :-
Year 1905, completely closed 297 hours, partly closed 548 hours.
1904, ..
279
66 180
66
376
66
66
66
377
1901,
66
386
66
66
225 66 66 1900, 66 66
66 35:
66
66
114 66
6
66 922
66 1903, 66
1902,
66 167 66
The city's assessment for the Metropolitan sewer system for the past year was $32,339.55 on construction account and $16,980.42 for maintenance, and the total amount paid the com- monwealth of Massachusetts for this state sewer has been $571,809.78 (1894-1906. both years inclusive). The total length of the Metropolitan sewerage system mains running through the city amounts to 3.368 miles.
New Work. The construction of the storm drainage system commenced in the vear 1905 should be continued in the vicinity of North Somerville, where buildings and new streets are being
326
ANNUAL REPORTS.
rapidly constructed, with no good and permanent means yet pro- vided for taking care of the storm water.
The outlet for this district is through the city of Medford into Mystic river, and negotiations are still pending with the private land owners on the line of Two Penny brook for the per- manent drainage and improvement of a large area of adjacent land.
The separate system sewer main is to be extended on the southerly side of Somerville avenue, from Prospect street through Union square, Washington, Hawkins, and Lake streets, at a low grade for draining cellars now flooded occasionally.
Storm drainage should be provided on sections of Mystic avenue.
In the vicinity of Lowell and Vernon streets, some arrange- ment should be made with the railroad company, whenever the highway bridge is constructed at Lowell street, for providing an outlet for storm water in this locality through the railroad valley, which would be beneficial to both city and railroad.
A large storm overflow drain has been contemplated for some time at the East Cambridge line, across private lands from Somerville avenue, discharging into the head of Miller's river. In conjunction with this last proposed work, a readjustment of the present legislative act should be made on a more equitable basis, whereby the amount paid by this city to Cambridge for the maintenance of the Somerville-avenue-Bridge-street sewer would be less and in proportion to the use of the same at the present time, the prevailing conditions being far different from what existed some thirty years ago, when the division of the cost was established.
A special act of the legislature in 1903 authorized the cities of Somerville and Cambridge and the towns of Arlington and Belmont to unite in improving the sanitary condition of Alewife brook within the limits of the referred-to cities and towns, and after considerable preliminary work had been done, it was deemed advisable to suspend operations, as another act was passed by the legislature in 1904 whereby, in conjunction with the Metropolitan Park Commission, the entire length of Alewife brook, together with upper Mystic river in Medford, might be improved far more extensively than at first proposed by the cities and towns originally interested in the matter. A lengthy report has been published by the state authorities showing the existing conditions, but no construction work has been done, and the brook remains in the same unimproved condition. The city's assessment for this contemplated improvement for 1906 amounts to $253.87. Following tables show itemized cost of sewers con- structed in 1906; sewers constructed on the "separate system"; storm drains constructed ; size and materials of construction of the city's entire drainage system :---
TABULAR STATEMENT OF SEWERS BUILT IN 1906.
LOCATION.
ITEMS OF CONSTRUCTION AND COST.
SEWER.
SUB-DRAIN.
PIPE SEWER, COST PER LINEAL FOOT.
NAME OF STREET.
FROM
To
CONTRACTOR.
MATERIAL EXCAVATED.
Average Cut.
Size in inches.
Length in feet.
Size in inches.
Length in feet.
Cubic yards Rock
Price per cubic
yard, Rock.
Manholes.
Inlets.
Excavating, Re- filling, and Pipe Laying.
Sub-drain
where laid.
Inspection.
Miscellaneous.
Lumber.
lineal foot.
Total cost.
Assessment.
Cost to City.
Broadway (storm drains)
Connecting Rogers, Jose Lowden aves, with
phine, Willow and Broadway storm-drain .
Daniel A. Dorey
Hardpan
12.0
12
220.9
$400.95
8400.95
·Bromfield road
Private lands sewer
Near Dearborn road
Bartholomew Burke
Sand
8.5
8
666.8
59
1.00
$4.00
$46.00
54
$0.48
$0.20
0.31
$0.04
0.99
663.15
$662.82
0.33
*Chestnut
Poplar st.
Southeasterly
Charles A. Kelley
Filling
8.5
8
519.6
2
41.00
39
0.48
0.2
0.08
0.96
500.69
500.69
*Elni .
East side
West side
Timothy F. Crimmings .
Hardpan and clay
10.0
10
51.3
910.0
306.7
5
86
46.00
11
0.65
0,20
0.2
0.06
$0.06
1.44
442.03
442.03
Gurney
Highland ave.
Near Cedar st.
Patrick Burke
Hardpan and filling
7.7
10
451.8
5
400
37.50
36
0,50
0,20
0.43
0.05
1.33
603.27
509.97
93.30
*Ivaloo (north side) and
Beacon st.
Harrison st. .
Bartholomew Burke
Gravel and sand
13.0
10
397.8
10
47.00
14
1.60 )
0,29
0.00
0.05
1.50
1,585.43
1,585.49
Harrison (n. e. side)
Ivaloo st.
Near Kent st.
Bartholomew Burke
Sand and filling
6.5
658.5
0,66
4.00
3
47.00
23
0.43 )
* Kent (n. w. side)
Beacon st.
Near Fitchburg R. R.
Daniel A. Dorey
Sand
9.0
348.9
49.00
12
0.72-
(s. e. side) and
Beacon st.
Harrison st.
Daniel A. Dorey
Sand
9.0
134.8
1
49.00
0.72
0.24
0.07
0.08
1.28
1,454.40
1,454.40
Harrison (s. w. side).
Kent st.
Ivaloo st.
Daniel A. Dorey
Sand and filling
9.0
00
650.7
1
49.00
21
0.72
*Linwood (east side)
End of sewer, 1902
London st.
Richard Falvey
Filling and clay
8
347.8
1
39.00
11
0.57
0 20
0.06
0.02
0.97
336.41
336.41
*Medford (both sides)
Somerville ave.
Washington st.
Timothy F. Crimmings .
Hardpan and rock
9.0
10
178.9
5
117
32,30
5.00
8
44.00
0,80
0.20
0.31
0.03
0.01
1.39
2,778.01
2,778.01
*Nevada ave.
Dane st.
Near Hanson st. .
Charles A. Kelley .
Sand
6.0
287.0
40.00
15
0,40
0.25
0.03
0.03
0,99
283.72
283.72
Newberne
Morrison ave.
Near Lex. & Arl. Br. R. R
Bartholomew Burke
Filling and clay
6.0
10
156.5
1
36.00
0.29
0,33
0,03
0.89
138.55
138.55
*Pearson road
Private lands sewer
Near Dearborn road
Timothy F. Crimmings.
Sand
8.1
653.0
225
3
42. 00
52
0.45
0.20
0,30
0.07
0.04
1.20
779.00
765.18
13.82
*Skehan
Dane st.
Near Hanson st. .
Charles A. Kelley .
Sand
7.0
8
271.1
1
42.00
18
0.44
0.28
0.02
0.04
0.95
256.93
256,93
*Village
Dane st.
Near Vine st.
Charles A. Kelley .
Sand
6.0
8
326.0
1
40.00
17
0.38
0.24
0.04
0.02
0.81
263.47
263.47
*Vine (south side)
Beacon st.
Near Fitchburg R. R.
Charles A. Kelley .
Sand
8.0
609,1
5
172
3
40.00
40
0,65
*Warner
Pearson road
Near Bromfield road
Daniel A. Dorey .
Hardpan and rock
7.8
8
308.0
75.60
2.25
1
34.00
16
0.40
0.26
0,06
1.38
424.88
424.73
0.15
*Washington
S. side at Waverly st.
North side
James H. Fannon .
Hardpan
10.5
12
60.0
10.0
10
766.2
9.40
3,50
42.00
27
0.897
0,42
0.08
10.22
0.02
1.90
2,839.68
2,839.68
10.5
12
¥668.8
4
42.00
21
0.99
1
$16,528,91
$2,501,25
$14,027.66
11,957.1 ( 2,265 miles. )
* Separate system sewer.
Total length of sewers built by the city, January 1, 1907 Total length of private sewers in the city, January 1, 1907 .
Total length of sewers in the city, January 1, 1907 Total length of storm drains in the city, January 1, 1907
472,965.9 feet, or 89,577 miles. 29,819,2 feet, or 5.648 miles.
(22,223 miles separate system.)
Total length of the city drainage system, January 1, 1907
95.225 miles.
3.368 miles.
Total length of Met. sewerage system mains running through the city
438,338.9 feet. 34,627.0 feet.
0,20
0,34
0,08
0,01
0.19
1.46
1,173.98
1 173.98
(north side)
Crescent st.
Franklin st.
James H. Fannon .
Hardpan
8.0
192.9
1
00
12
0.65 )
0,99)
Price. including
Sewer
Sub- drain
$0.63
$1.81
( west side )
Oak square
Mossland st.
Timothy F. Crimmings .
8.8
8
3
44.00
36
0.80
.....
0.07
$0.41
1.67
1,604.36
1,604.36
*Everett (north side)
Newton st.
Near Webster ave.
Bartholomew Burke
Sand
9.0
8
9.3
12
779.0
28
0.75
6
37
0.73J
9.3
00 1035.0
8
C
8
8
3
7
·
Includes relaying sidewalk.
Excavation.
Average cost Manholes
Main
0.90 )
0,25
0.01
0.03
0,08
10
8.7
Hardpan and clay .
Average cost per
COMPILED TABLE SHOWING LENGTH AND COST OF SEPARATE SYSTEM SEWERS CONSTRUCTED TO 1907.
DATE OF CONSTRUC- TION
STREET.
FROM
To
LENGTH IN FEET.
COST BY YEARS.
1899 1902
Adrian st. (both sides) Allen st.
Joseph st. Old sewer changed to separate Meacham st.
system sewer
643.0
Ash ave.
Ash ave.
East Albion st.
Sonthwesterly
288.5
Mallet st.
Northerly and southerly Northerly and southerly
448.5
1896
Columbia st.
Near Webster ave.
186.9
$12,029 39
Stanford ter.
3,089.9
Harris st.
Southwesterly
Houghton st.
962.3
1896-'05
Boston ave.
.
Old sewer changed to separate Boston ave.
Willow ave.
Cedar st.
380.0
370.5
1897 1898
Broadway
Bromfield rd.
Cameron ave.
Seven Pines ave.
Broadway
Chestnut st.
519.6
Clark st. and Lincoln park
College ave.
Private lands
Webster ave.
.
Near Cambridge line
797.6
Concord ave. (north side)
Newton st.
Springfield st.
553.8
Concord ave. (north side)
Prospect st.
.
Near Concord sq.
510.0
Concord ave. (south side) Conwell ave.
North st.
Dane ave. (both sides)
Leland st.
Dane st. (east side)
Washington st.
*
Tyler st.
997.3
Dearborn rd.
Boston ave.
Glen st.
.
Springfield st.
Broadway
.
Medford line
G48.5
1896
Elmwood st.
Tannery Brook sewer
.
.
Southwesterly
478.0
Everett st. (north side) Farragut ave.
Woodstock st.
Broadway
957.5
Fountain ave. (both sides)
Glen st.
Washington st.
Oliver st.
785,9
1899
Fremont ave.
Old sewer changed to separate Mystic ave.
system sewer
89.0
$15,931 32
Fremont st.
East Albion st.
Main st.
Near Broadway
Dell st.
124.8
1903 1896
Glendale ave.
Yorktown st.
Near Cameron ave.
334.1
Howard st.
Northeasterly
569.6
Hanson ave.
Old sewer changed to separate
systein sewer
226.8
Hanson st.
Washington st.
Beacon st.
Elmwood st.
Ivalon st.
Springfield st.
Near Cambridge line
992.1
Beacon st.
Ilarrison st.
397.8
Howard st.
Northeastcrly
329.9
Newton st.
Broadway
South of Frederick ave.
1,301.5
1906
Kent st. (both sides)
Beacon st.
(n. w. sidle) near R. R. (s. e. side) Harrison st.
483.7
1900 1902
Laurel st.
Somerville ave.
Park pl.
239.2
190-1
Leland st.
Washington st.
Dane ave.
393.0
1905
Lincoln parkway (south side) Linden st.
Somerville ave.
Near Charlestown st.
598.3
1902 1962-'00 1900 1902
Lowden ave.
Broadway
Near Fosket st.
Near Moreland st.
180.7
1900
Mallet st.
Lowden ave.
Bay State ave.
240.0
1896
Near Cameron ave.
333.5
1903
Malvern ave. Maple st. Marion st.
Old sewer changed to separate Wyatt st. .
Near Concord ave.
917.0
1899 1902 1890 189€
Meacham st.
Moreland st.
Ash ave.
Medford line
141.5
1901
Mcacham st.
Moreland st.
.
N. E. D. M. & W. Co.'s drive
Washington st.
1,992.9 499.0
1902
Merriam st.
Somerville ave.
.
Near Henth st.
Fremont st.
Wheatland st.
714.8
1906 1899
Nevada ave.
Dane st.
Near Planson st.
Concord ave.
1,158.6
1899
Webster ave.
Near Concord sq.
605.5
190
Norfolk st. (both sides) North st. Oak st. (both sides)
Russell rd.
Conwell ave.
734.3
Prospect st.
Franklin st.
West of Glen st. City playground
351.9
1890
Passageway off Broadway
Southwesterly
1,569.2
*1903
Perry st.
Washington st.
Southerly
325.0
$3,619 10
1901
Porter st. (both sides)
North st.
.
College ave.
421.5
1896 1598
Private lands
Alewifc brook
North st.
405.0
1905
Private lands
Palmer ave.
Somerville ave.
Webster ave.
North st.
Sontheasterly
1,194.5
1900
Rogers ave.
Broadway
Near Frederick ave.
962.4
Russell rd.
Broadway
North st.
1,178.6
Skehan st.
Dane st.
Franklin ct.
.
East Cambridge line
2,008.9
Laurel st.
Opposite Craigie . Malloy ct.
1,263.8
1899
Near Cambridge line
1,494.8
1896
Thorndike st.
Howard st.
Tremont st.
1902
Tyler st.
Dane st. . .
Broadway .
Sonthwesterly
195.2
847.4
190G
Vine st. (south side)
Beacon st.
Near Fitchburg railroad S'w'ly and in Ware st. E. and W. Near Bromfield rd.
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