Report of the city of Somerville 1913, Part 31

Author: Somerville (Mass.)
Publication date: 1913
Publisher: Somerville, Mass.
Number of Pages: 540


USA > Massachusetts > Middlesex County > Somerville > Report of the city of Somerville 1913 > Part 31


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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


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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.



36


6"


449



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.



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.



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



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.



8


226


6"


7


4"


1


1



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



1



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




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