Report of the city of Somerville 1910, Part 31

Author: Somerville (Mass.)
Publication date: 1910
Publisher: Somerville, Mass.
Number of Pages: 518


USA > Massachusetts > Middlesex County > Somerville > Report of the city of Somerville 1910 > Part 31


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Two waterposts were removed from College avenue ; one was reset in Meacham road near Dover street, and one removed last year from Somerville avenue near the Fitchburg railroad crossing was reset on the new bridge at that point.


394


ANNUAL REPORTS.


Water Services.


One hundred and forty-nine new water services were laid, this being the smallest number called for in many years. The number of feet of pipe required in this work was 5,520, and the total length of service pipes in use is approximately seventy- nine miles. Eighteen old services have been cut off from the mains, their use being no longer required.


Water Meters.


Six hundred and seventy new meters have been installed during the year on services not previously metered ; fifty-eight which had been removed for various causes were re-set ; sixty- five were removed on account of permanent or temporary dis- · continuance of use of water and for substitution of other meters ; the net increase in number of meters in actual service being 663, and the total number of such in operation on Decem- ber 31, 5,810, this number being about forty-eight per cent. of all the services in the city. One motor register has been discontinued, the number operating being now seven. The kinds and sizes of meters now installed are shown in the follow- ing table :-


OPERATING METERS DECEMBER 31, 1910.


KIND.


5% !!


1"


11/2"


2"


3"


4"


6"


Nash


176


176


Empire


1


1


Crown


5


5


3


2


2


2


1


1


21


Gem


1


Hersey


7


Hersey Disc


256


22


3


1


4


286


Torrent


Trident


369


44


19


6


5


1


444


Trident Crest


6


Trident Comp.


2


Union .


16


12


7


1


6


42


Union Special


20


Columbia .


135


135


King


506


506


Lambert


2,425


123


20


2,568


Worthington Disc . .


1,594


1,594


Totals . .


5,483


222


57


13


21


7


5


2


5,810


Motor and ele- vator registers


5,817


The meters installed in 1910 were classed as follows :-


Applications of property owners .


239


New services


169


General installation


262


Reset


58


Total


728


3


1


1


2


1


1


2


3


1


1


1


16


2


2


7


SIZE.


Total.


1


395


WATER DEPARTMENT.


Meters were removed for the following causes :-


Vacancies and temporary non-use of water 40


Services permanently discontinued


3


Replaced by other meters


22


Total .


65


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 ninety.


The following table gives a summary of the pipes and fix- tures of the water system December 31, 1910 :-


Summary of Pipes and Fixtures.


Feet of main pipe (approximately)


: 502,151


Feet of service pipe (approximately) 417,486


Service connections (approximately) .


12,149


Public fire hydrants


1,065


Private fire hydrants


55


Gates


1,469


Check valves


7


Meters


5,810


Motor registers


7


Waterposts


82


Blow-offs


142


Drinking fountains and troughs


8


MAINTENANCE AND OPERATION.


Accounting.


The accounting department has grown to be a very large and important factor in the operation of our water works. The general installation of water meters, as required by the state law, has largely increased the work of the department as bills on metered premises, which now number about 6,000 and con- stitute about one-half the water accounts of the entire city, are rendered and booked four times a year instead of once as with the "annual" rates ; and as the installation of each meter and injuries happening thereto are charged to the property owner, the department work in this direction has also become largely extended. Condensed methods of bookkeeping have been de- vised and labor saving devices in bill-making and mailing have been adopted, so that the clerical cost has been kept down to a minimum, but this will increase somewhat to keep up with the growing demands of the work and the calls of the public.


Distribution.


It seems unnecessary to elaborate here on the details con- nected with the maintenance of the distribution system ; they are of great variety and are all recorded on the books of the de-


396


ANNUAL REPORTS.


partment. In a few words it may be stated that eighteen joint leaks on street mains and 112 leaks on service pipes have been found and repaired ; forty-one old service pipes have been re- placed with new. Nine damaged or imperfectly working hydrants have been removed and replaced with new ones, and the steamer connections on thirty-six hydrants have been lengthened to better adapt them to the hose couplings.


. Two hundred and twenty-eight water meters, about four per cent. of the entire installation, have been found out of order, and repairs have been made in our department shop. Meter defects are classified as follows : Broken disks, thirty-eight ; defective registers, fifteen ; defective gear trains, forty-seven ; freezing, forty-six ; hot water, five ; dirt, sediment, and similar obstructions, forty-two ; miscellaneous defects in gears, spindles, screws, etc., inside the meters, twenty-three ; noisy meters, twelve.


Shop and Stable.


Our shop is gradually being fitted up with machinery and tools, so that the greater part of our meter repair work can now be done without sending to the factory, saving time and ex- pense.


The teaming department has been greatly strengthened by . the purchase of an up-to-date automobile for use of the fore- men, in place of an antiquated affair which had survived its use- fulness ; and by the acquisition of a horse to relieve an old equine servant of the city of a large part of the burden which he has faithfully borne for many years. It has been necessary to discard some of our worn-out wagons and carts and they have been replaced with new and suitable equipment.


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 :-


Year.


Sinking Fund. Maintenance. .


Interest.


Total. $14,250 19


1899


66 66


20,975 58


1900


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


1


$972,530 97


There has been credited to the city by the commonwealth .


as its proportion of the amounts received from entrance fees,


·


1898


No division made


66


397


WATER DEPARTMENT.


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 1910 :-


Month.


Gallons. Month.


Gallons.


January


6,497,200 July


6,504,500


February


6,451,100


August


6,211,500


March


5,906,300


September


6,081,000


April


5,734,600


October


6,256,400


May


6,152,500


November


5,933,600


June


6,202,300


December


6,355,300


The total consumption for the year is 2,259,153,000 gallons, making an average daily consumption of 6,189,500 gallons.


The average daily quantity of water used in Somerville during 1910 was eighty gallons per inhabitant, a decrease of four gallons from the previous year's consumption ; the average for the entire district was 110 gallons daily per capita, a de- crease for the year of thirteen gallons per capita.


The following table shows the daily per capita consumption of water in the cities and towns in the metropolitan water dis- trict for the year 1910, as registered by the metropolitan meters :-


City or Town.


Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Year


Boston


148 149 132 126 124 125 130 125 123 121 118 136 130


Somerville


85


84


77


74 80


80


84


80


78


80 76


81 80


Malden


41


41


40


39


40


43


48


48


42


42 39


39 42


Chelsea


93


96


86


81


81


84


89


89


77


73


95


92 87


85


88 61


Medford


68


69


62


59


62


61


81


69


72


66


67. 62


61


64


Revere


70


72


63


61


63


71


86


92


74


68


61


71


71


Watertown


60


61


62


61


65


64


88


75


70


74


66


69


68


Arlington


72


73


70


75


83


44


42 73


45


38


34


41


36


32


39


Winthrop


59


59


56


59


62


93


78


63


54


52


50


63


Stoneham


88 .


98


92


90


97


95 113


88


82


87


88


79


91


Belmont


42


46


51


53


60


61


91


76


59


59


55


51


75


Nahant


54


69


53


53


61


60


62


61


54


50


49


49


59 78 58


Lexington


58


65


59


72


78


73 119


94


85


80


71


74


83


Milton


34


36


40


43


72


75


80


91 112 107


66 54


53 49


49


Melrose


57


59


59


62


65


66


90 85 83 89 87


Everett


87


88


74


72


Quincy


76


75 75


77


83


54 Swampscott 46 47 47 53 59 79 77 74 53 Metropolitan Dist. 122 123 110 105 106 107 114 109 105 104 100 114 110


52 54 59


85


84


71


73 68 80 76


84 126 105


398


ANNUAL REPORTS.


The district, in order of consumption, beginning with the lowest, stands as follows :-


Gallons.


City or Town.


Gallons. Total Per Capita per Day. per Day.


City or Town,


Total Per Capita per Day. per Day.


1-Milton


309,200


39


9-Revere


. 1,313,400


71


2-Malden


1,874,400


42


10-Everett


2,575,600


76


3-Nahant


121,700


58 11-Lexington


345,500


78


4-Swampscott


412,800


59 12-Somerville


. . 6,189,500 80


4-Belmont


329,500


59


13-Arlington


938,200


83


5-Medford


1,422,400


61 14-Chelsea


.2,834,500


87


6-Winthrop


649,500


63 15-Quincy


2,891,900


88


7-Melrose


1,005,700


64 16-Stoneham


650,800


91


8-Watertown


880,800


68 17-Boston 87,346,700


130


Meterage.


One of the most important branches of the department work continues to be the installation of water meters under the provisions of the Metropolitan Water Act. This work is pro- gressing at a rate somewhat in advance of the actual require- ments of the Act, but as our proportion of the metropolitan water assessment is based in large measure on the consumption of water in our city it would probably prove advantageous to proceed with the meter installation more rapidly so as to reduce that consumption, so far as it can be reduced by meter use, at as early a date as possible. Some of our neighboring cities have finished the metering of all their services and find, as a result of the consequent diminution in consumption of water, that the en- tire expense of their meter installation has been offset by the reduction in their state water assessment.


It is pleasing to note a gradual dropping in the daily con- sumption of water in our own city, the per capita figure for the year being eighty, a decrease of four gallons from that of the previous year, and the lowest on record for this city. This is, no doubt, attributable to the increasing meter installation, which tends to reduce the water waste. While we have not bene- fited to the extent that those municipalities have which have completed their meter installation it is very gratifying to know that the work which has been accomplished by this department has had the effect of substantially reducing our state water as- sessment for the current year.


The amount assessed by the state as this city's proportion of the Metropolitan water tax for 1909 was $112,573.20, and on account of an increase in the general levy on the water district and the increase in the valuation of our city, which serves as a basis for one-third the annual assessment, it may be fairly esti- mated that the city's assessment for water for 1910 would have been as high as $114,000, but on account of the reduction which we were able to make in our water consumption for the year, the amount actually assessed on us was but $110,056.25 ; mak- ing an estimated saving of $4,000 as a result of the present meter installation, As the cost of our meter installation for the


399


WATER DEPARTMENT.


year was but $4,632.73 it will be seen that the saving effected represents a large percentage of the cost of the work.


As usual, we have closed our year with a balance, and a substantial one, on the right side of our ledger, but it is hoped that this fact will not act as a motive for causing the appropria- tions for this department from its earnings to be again cut from the estimated requirements as rendered, so that the department may carry on its needful work.


The natural increase in the water income which would take place under the old rating is being held well in check by the ex- tension of the meter system, and it is reasonable to expect some reduction in the income ultimately, as many metered consumers find their bills for water to be only one-third or one-half the amount they were under the old schedule. That the income is holding up well, however, is seen by comparison with the pre- vious year, when the city was forty-three per cent. metered, the increase showing over $3,000 with forty-eight per cent. of the services metered, and but $140 less than the high mark reached in 1906 with but twenty-five per cent. of the services metered. While but forty-eight per cent. of the city is metered the ac- counts show that fifty-five per cent. of the water income is de- rived from metered services.


The metropolitan water has continued to be of good qual- ity and the supply has been ample, and its use unrestricted not- withstanding the extremely dry year, which has caused a short- age in the water supply of many places.


Tables giving further information and details concerning the work of the department accompany and are made a part of this report.


Respectfully submitted,


FRANK E. MERRILL,


Water Commissioner.


400


ANNUAL REPORTS.


Gates Set in New Locations.


Belknap street, 6-inch gate, set 13 feet 4 inches out from west line, on north line of Broadway.


Belknap street, 6-inch gate, set 13 feet 4 inches out from west line, on south line of Russell road.


Blakeley avenue, 6-inch gate, set 13 feet 4 inches out from south line, on east line of Fellsway East.


Broadway, 12-inch gate, set 34 feet out from south line, on east line of Cross street.


Broadway, 4-inch gate, set 13 feet out from south line, and 628 feet west from Waterhouse street; for blow-off.


Chetwynd road, 8-inch gate, set 13 feet 4 inches out from south line, on east line of unnamed street.


Conlon-court extension, 6-inch gate, set 6 feet 8 inches out from north line, on west line of Windsor-street extension.


Electric avenue, 8-inch gate, set 13 feet 4 inches out from north line, on west line of Mason street.


Electric avenue, 8-inch gate, set 13 feet 4 inches out from north line, on east line of Packard avenue.


Fellsway East, 8-inch gate, set 16 feet out from east line, on north line of Broadway.


Fellsway East, 8-inch gate, set 5 feet out from east line, on south line of Blakeley avenue.


Hamlet street, 6-inch gate, set 10 feet out from east line, on north line of Boston street.


Hardan road, 6-inch gate, set 13 feet 4 inches out from west line, on south line of Powder House boulevard.


Hardan road, 6-inch gate, set 6 feet 8 inches out from west line, on north line of Ware street.


Harold street, 8-inch gate, set 13 feet 4 inches out from east line, on. north line of Dimick street.


Harold street, 8-inch gate, set 13 feet 4 inches out from west line, on south line of Dimick street.


Meacham road, 2-inch gate, set 39 feet west from Dover street; for ' waterpost.


Somerville avenue, 2-inch gate, set 871 feet west from East Cambridge line; for waterpost.


Waldo avenue, 6-inch gate, set 13 feet 4 inches out from west line, on south line of Dimick street.


Whitman street, 8-inch gate, set 13 feet 4 inches out from north line, on west line of Mason street.


Gates Removed.


Broadway, 12-inch gate removed from 34 feet out from south line and 4 feet east from Cross street.


College avenue, 2-inch gate removed from 5 feet south from Kenwood street; for waterpost.


College avenue, 2-inch gate removed from opposite Morrison avenue; for waterpost.


Fellsway East, 6-inch gate removed from 16 feet out from east line, on north line of Broadway.


Prospect-street place, 6-inch gate removed from 10 feet out from south line, on east line of. Newton street.


GATES-RECAPITULATION.


GATES.


11/4"


1124


สิ


3"


4


6"


8'


10"


12"


Total.


Set


2


-


1


8


8


1


20


Removed .


-


2


2


-


1


5


-


STREET MAINS, GATES, HYDRANTS, ETC., LAID, SET AND REMOVED IN 1910.


STREET.


DESCRIPTION.


LAID.


ABANDONED.


SET.


REMOVED.


SET.


REMOVED.


SET.


REMOVED.


SET.


RE- MOVED.


Size.


Feet.


Size.


Feet.


Size.


No.


Siz .


No.


No.


'Size.


No.


Size.


No.


Size.


No.


No.


No.


Belknap street Belknap street Blakeley avenue


Street main; from main in Broadway to point on soutli line of Russell road. Hydrants.


6"


498


6'


2



13


6'


18


6'


1


Hydrant.


Street main; from connection with the old main at Paulina street to point 10' west from west line Corinthian avenue.


12"


195


Street main; from connection with old main at point 330' west front west line of Waterhouse street to connection withi Met. W. W. system at point 634' west from west line Waterhouse street.


8"


304


4" 12"


1 1


12"


1


6"


1


1


8"


301


8'


1


6"


6


6"


1


Waterposts.


Street main; from main in Windsor street, westerly.


6"


146


6"


1


6"


1


Street main; from connection with old main at point 667' west from Curtis street to point 298' east from North street.


10"


384


Hydrant.


6"


7


6"


1


6'


1


6"


96


6"


1


4"


8"


668


8"


2 2


6"


1


8"


484


8"


2


6"


1



1


4"


1


6"


208


1


6"


316


6"


2


45


S"


2


1



1


4"


Hydrant.


6"


1


4"


6"


8


10"


347


2"


1


1


6"


33


6"


33


6"


1


12"


286


2


6"


1


2"


1


1


6"


13


1


6'


1


6"


1


6"


1


8"


13


8"


1


1


4"


1


4,439


33


20


5


19


10


1


2


2


PIPE.


GATES.


HYDRANTS.


BLOW-OFFS.


WATER- POSTS.


Blakeley avenue Broadway


Broadway


Broadway Broadway Chandler street Chetwynd road


Chetwynd road College avenue Conlon court ext. Conlon court ext. Conwell avenue


Conwell avenue Cross street Curtis avenue


Cypress street Electric avenue Electric avenue Fellsway East


Hamlet street


Hardan road Harold street


Laurel street


Linden street


Linwood street Lowell street Mason street


Street main; from connection with main at Ossipee road to connection with main in Whitman street.


Waterpost.


Street main; from connection with iron main at point 23' north from Prospect Street place to connection withi pipe in Prospect Street place.


Gate removal.


Street main; across bridge over Fitchburg Railroad. Hydrant.


Waterpost.


Street main; from main in Dimick street to gate on south line Dimick street. Hydrant.


Hydrant.


Street main; from main in Mason street to gate on west line Mason street. Hydrant.


4"


1


Gate near Cross street.


Hydrant.


Street main; from connection with old main at point 356' west from Curtis street to point on east line of unnamed street 657' west from Curtis street.


Hydrant.


2


Hydrant.


6"


7


Hydrant.


Street main; from connection with old main at point 206' west from Curtis street to point 302' west from Curtis street.


Hydrant


7


1


6"


Street main; from connection with old main at point 2' south from north line Broadway to connection with main in Blakeley avenue.


Street main; from connection with old main at point 433' south from Highland avenue to connection with main in Boston street.


Street main; from main in Powder House boulevard to main in Ware street. Street main; from main in Dimick street to north and south line Dimick street. Hydrant.


Hydrant.


Hydrant


1


111 1 1


Meacham road Prospect street


Prospect Street place Somerville avenue Somerville avenue Somerville avenue Waldo avenue Washington street Webster avenue Whitman street Wilton street


Street main; from main in Fellsway East to point 13' east from east line Fells- way East.


7


6"


1


Blow-off near Alewife brook.


20


2"


2


1 1 11


Street main; from main in Mason street to main in Packard avenue. Hydrant.


.


-


2


Size.


1


401


WATER DEPARTMENT.


Net increase in number of gates in 1910 15 Total number of gates in the city December 31, 1910 . 1,469


Hydrants Set in New Locations.


Belknap street, 63 feet north from Broadway, 6-inch Corey. Belknap street, 80 feet south from Russell road, 6-inch Mathews. Blakeley avenue, 13 feet east from Fellsway East, 6-inch Mathews. Chetwynd road, 236 feet west from Curtis street, 6-inch Corey. Conlon-court extension, 138 feet west from Windsor street, 6-inch Mathews.


Conwell avenue, 29 feet west from unnamed street leading north, 6-inch Mathews.


Cypress street, 114 feet west from Central street, 6-inch Mathews.


Electric avenue, 160 feet west from Mason street, 6-inch Mathews. Fellsway East, 68 feet north from Broadway, 6-inch Mathews. Lowell street, 8 feet north from Albion street, 6-inch Mathews.


Somerville avenue (south low level), 956 feet west from East Call- bridge line, 6-inch Corey.


Hydrant Renewal Account.


The following changes have been made in hydrants :- Chandler street, 6-inch Mathews, set 16 feet south from Broadway, in place of 6-inch Chapman.


Cross street, 6-inch Mathews, set 13 feet south from Auburn avenue, in place of 6-inch Chapman. Curtis avenue, 6-inch Corey, set 206 feet west from Curtis street, in place of 4-inch Boston Machine.


Laurel street, 6-inch Corey, set 8 feet north from Park place, in place of 6-inch Holyoke.


Linden street, 6-inch Corey, set 31 feet north from Charlestown street, in place of 4-inch Boston Machine.


Linwood street, 6-inch Mathews, set 52 feet south from London street, in place of 4-inch Holyoke.


Washington street, 6-inch Walker, set 18 feet east from Franklin ave- nue, in place of 6-inch Holyoke.


Wilton street, 6-inch Mathews, set 10 feet east from Lawrence street, in place of 4-inch Holyoke.


Hydrants Removed.


Fellsway East, 7 feet north from Broadway, 4-inch Boston Machine .. Webster avenue, 18 feet south from Prospect street, 6-inch Mathews.


Locations of Hydrants.


Aberdeen road, 237 feet west from Cedar street.


Acadia park, 186 feet north from Somerville avenue.


Adams street, 11 feet south from Broadway.


221 feet south from Broadway. 266 feet north from Medford street. 10 feet north from Medford street.


Adrian street, 93 feet east from Marion street. 220 feet south from Joseph street.


Albion street, 396 feet west from Central street. 15 feet west from Centre street. 217 feet east from Lowell street. 7 feet west from house No. 110. 444 feet east from Cedar street,


:


402


ANNUAL REPORTS.


Aldersey street, 276 feet west from Walnut street. Allen street, 9 feet north from Charlestown street. 45 feet west from Somerville avenue. 323 feet west from Somerville avenue. Alpine street, 280 feet east from Cedar street. 76 feet west from Princeton street. 298 feet west from Lowell street.


Alston street, 212 feet east from Cross street. 10 feet west from Shawmut place. Ames street, 123 feet west from Central street.


Appleton street, 3 feet east from Clifton street. 41 feet west from Willow avenue. Arlington street, 36 feet east from Hathorn street. Arthur street, 29 feet south from Broadway.


Ash avenue, 300 feet north from Meacham street.


Ashland street, 268 feet south from Summer street.


Atherton street, 31 feet east from Spring street. Auburn avenue, 239 feet west from Cross street. 481 feet west from Cross street.


Austin street, 81 feet south from Mystic avenue. 66 feet north from Benedict street. 2 feet north from Broadway. Avon street, 233 feet east from Central street. 572 feet west from School street. 270 feet west from School street. Banks street, 310 feet south from Summer street.


Bartlett street (Ward 1), 130 feet south from Washington street.


Bartlett street (Ward 5), 230 feet south from Broadway.


223 feet north from Medford street. 15 feet south from Ames street. 10 feet south from Robinson street.


Bay State avenue, 39 feet south from Broadway. 7 feet south from Mallet street. 92 feet north from Kidder avenue. Beacon street, 316 feet west from Greenwood terrace. 10 feet east from Stanford terrace. 46 feet west from Sacramento street. South side Beacon street, 40 feet east from Sacramento street.


South side Beacon street, 2 feet west from Beckwith circle. 15 feet west from Kent street. 4 feet west from Ivaloo street. 68 feet east from Park street. 1


18 feet east from Durham street.


26 feet east from Washington street.


90 feet east from Calvin street.


1 194 feet east from Calvin street.


28 feet west from Buckingham street. 208 feet east from Buckingham street. 6 feet east from Concord avenue. Beech street, 4 feet south from Atherton street.


Belknap street, 63 feet north from Broadway. 80 fect south from Russell road. Belmont street, 206 feet north from Spring Hill terrace. 241 feet north from Summer street. 243 feet south from Summer street. 10 feet north from Belmont place. 222 feet south from Belmont place. 185 feet north from Somerville avenue. Benedict street, 33 feet east from Mystic street. Bennett street, 166 feet east from Prospect street. Benton road, 2 feet north from Cambria street. 28 feet south from Highland avenue.


403


WATER DEPARTMENT.


Berkeley street, 8 feet east from Central street. 150 feet east from Hersey street. 28 feet west from School street. 212 feet west from Hersey street. Billingham street, 126 feet north from William street. Blakeley avenue, 13 feet east from Fellsway East. 4 Bolton street, 203 feet north from Houghton street. 3 feet south from Oak street. Bonair street, 26 feet west from Cross street. 90 feet east from Autumn street. 121 feet east from Arthur street. 67 feet east from Dana street. Opposite Melvin street.




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