Report of the city of Somerville 1906, Part 25

Author: Somerville (Mass.)
Publication date: 1906
Publisher: Somerville, Mass.
Number of Pages: 552


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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