Town of Arlington annual report 1912, Part 17

Author: Arlington (Mass.)
Publication date: 1912
Publisher:
Number of Pages: 586


USA > Massachusetts > Middlesex County > Arlington > Town of Arlington annual report 1912 > Part 17


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6


5-inch Bends


TABLE IV .- Continued SEWER EXTENSIONS .- SEWER DIVISION.


Cost of


Materials


Labor


Engineering


Sundries


Teaming


Total


Direct


Cost


Apportioned


Expenses


Total Cost


Cost per Foot


Sewer Studies and Assessment Plans.


$1 50


$123 76


..... .


$125 26


$1 73


$126 99


Brantwood Road extension. .


$13 81


173 32


79


$3 94


221 86


13 14


235 00


$1 60


Fairmont St. from Lake Ave. toward Massachusetts Ave.


136 99


212 54


1 82


$2 45


88


354 68


25 17


379 85


53


Florence Avenue near Cliff Street.


48 66


135 44


56


66


185 32


16 08


201 40


1 21


Franklin Street near Hamlet Street.


12 79


65 06


1 35


88


80 08


7 97


88 05


1 63


Gardner Street from Broadway to near North Cross St.


94 11


299 82


12 42


2 25


5 25


413 88


37 31


451 19


99


Highland Ave. from Massachusetts Ave. to Trent St .. . .


123 38


257 77


4 98


30


2 84


389 27


21 00


410 27


1 24


Lafayette Street from Massachusetts Avenue.


67 95


148 87


7 86


2 65


4 82


232 15


18 37


250 52


95


Magnolia Street from Varnum Street to Railroad


681 64


1,566 55


52 03


6 49


31 18


2,337 89


196 44


2,534 33


1 31


Oak Knoll from Pleasant Street.


105 83


108 46


2 32


1 65


218 26


13 30


231 56


65


Trent Street from Highland Avenue.


81 70


250 00


4 25


8 45


344 40


20 10


364 50


1 58


Trowbridge Street extension. .


59 43


87 45


3 50


44


150 82


10 91


161 73


93


Varnum Street near Massachusetts Avenue.


100 47


112 07


1 98


44


214 96


13 68


228 64


70


Windsor Street extension.


26 18


95 26


3 17


1 41


126 02


11 20


137 22


12


Woodland Street from Bartlett Avenue.


82 84


261 97


3 07


2 25


1 86


354 99


21 27


376 26


1 33


Wyman Terrace extension.


134 21


173 56


4 69


4 93


317 39


21 51


338 90


84


Total.


$1,891 47


$4,271 47


$251 12


$26 74


$69 05


$6,509 85


$490 15


$7,000 00 7,000 00


. . .


Massachusetts Avenue from Park Avenue.


91 45


318 83


22 57


25


9 52


442 62


40 97


483 59


1 22


Appropriation and eredits.


TABLE V. DISTRIBUTION OF EXPENSE .- SEWER DIVISION.


EXPENSE


Labor


Engi- neering


Bills


Direct


Appor- tioned


Stock


Teams


Aggre- gate


Receipts


Credits


Cost


Sewer Extensions (see Table IV)


$4,271 47


$251 12


$26 74


$1,549 33


$490 15


$1,891 47


$69 05


$7,000 00


$7,000 00


Assessment Plans (old) .


2 00


9 88


11 88


4 68


16 56


16 56


Maintenance of Pump, Brattle Street.


96 52


31 83


128 35


38 02


166 37}


166 37


Cleaning and Flushing Sewers


302 98


103 79


406 77


119 37


526 14


526 14


Repairing Sewers


53 95


33 79


87 74


21 25


108 99


108 99


Maintenance of Particular Sewers


104 87


59 42


164 29


41 31


1 94


207 54


207 54


Yard


10 02


10 02


3 94


13 96


13 96


Total Maintenance.


$570 34


$9 88


$228 83


$809 05


$228 57


$1 94


$1,039 56


$1,039 56


Construction of Particular Sewers


2,327 77


158 90


284 00


2,770 67


975 55


634 65


4,380 87


561 53


Work done outside of division.


114 93


1 33


47 18


163 44


45 80


78 92


288 16


$3,819 34 266 48


21 68


Stock. . .


8 16


585 63


593 79


3 21


597 00 1


$715 51


204 81


Stock on hand January 1, 1912.


323 32


Grand Total.


$3,021 20


$170 11


$1,145 64


$1,336 95


$1,253 13


$715 51


$69 05


$6,628 91


$4,085 82


$715 51


$1,827 58


.


.


244


ARLINGTON TOWN REPORT


SUMMARY OF SEWERAGE STATISTICS.


(In form recommended by Sanitary Section of Boston Society Civil Engineers.)


For the year ending December 31, 1912.


ARLINGTON, MASS.


GENERAL.


Population by census of 1910, 11,187.


Total area of city or town, 5.5 square miles.


Area served by sewerage system, 2 square miles. 1


COLLECTION SYSTEM.


For sewage only 32.4 miles, includes 3.47 miles Metropolitan sewer.


For sewage and surface water, 0 miles.


For surface water only, 8.5 miles.


Method of disposal: sewerage into Metropolitan sewer, surface water into brooks.


COLLECTION.


Mains. (Everything but house and catch basin connection.)


For Sewage Only Water Only 1


For Surface


1. Lineal feet pipe,


171,043 ft. 43,813 ft.


2. Lineal feet extended during year, 6,360 ft.


2,247 ft.


3. Number of invested siphons, 2


4. Number of manholes, 665


5. Method of flushing. Water service at manholes end of lateral lines.


6. Method of cleaning. By special brush drawn from manhole . to manhole.


7. Number of automatic flushing tanks, 0.


8. Number of direct connections with water mains for flushing, 32.


9. Number of flushings of entire system during year, 3.


10. Cost of flushing per mile, $16.24. 1


11. Cost of cleaning per mile,


12. Number of stoppages, 0.


13. Method of ventilation, manhole covers.


14. Miles of permanent undermains, 3.


245


REPORT OF BOARD OF PUBLIC WORKS


HOUSE CONNECTIONS.


1. By whom made, Sewer Division Board of Public Works.


2. Sizes, 5, 6 and 8 inches.


3. Number made during year, 163.


4. Lineal feet laid during year, 6940.


5. Lineal feet discontinued during year, 0.


6. Total miles in use, 16.5.


7. Average cost per foot, connections made during year, $0.63.


8. Number of stoppages coming to attention of Department, 6.


CATCH BASINS.


1. Number, including inlets, 387.


2. Number cleaned, 774.


3. Average amount material removed per basin, 3 cubic yards.


4. Cost of removing material per cubic yard, $0.45.


5. Cost of removing material per catch basin per year, $1.33.


DISCHARGE OF SEWAGE.


1. Estimated population using sewer system, 11,000.


2. Number of buildings connected, 1567.


3. Daily discharge for year


4. Daily discharge for each user


5. Daily quantity of factory waste


6. Daily leakage into sewers,


7. Daily leakage per mile of sewer


8. Are quantities given under 3 to 7 estimated or measured.


Note: See Metro- politan Sewer- age Board


Report.


FINANCIAL .- CONSTRUCTION.


Receipts.


Balance from maintenance


$561.53


Bonds issued


7,000.00


House connections


3,819.34


$11,380.87


Expenditures.


Collection works:


(a) mains,


$7,000.00


(b) house connections


4,380.87


$11,380.87


246


ARLINGTON TOWN REPORT


MAINTENANCE AND OPERATION. Receipts.


Appropriation


Stock differences


$1,500.00 118.51


Overdraft


$1,618.51 4.26


$1,622.77


Expenditures.


Repairs


$108.99


Cleaning and flushing sewers


526.14


Unclassified expenses


987.64


$1,622.77


GENERAL.


Total cost of collecting mains, $299,000.00.


Bonded debt at date, $122,500.00.


Value of sinking fund at date,- general.


Average rate of interest on bonds 4 per cent.


Proportion of cost of system assessed on abutters, 45 per cent.


Yearly assessment for maintenance, none.


Method of assessing abutters and rate of assessment, 28 cents per lineal foot frontage and 52-100 cent per square foot area within 100 feet of street line.


TABLE VI. BOARD OF PUBLIC WORKS. Sewer Division Statement, January 1, 1913. Total Assessment levied to January 1, CR. DR. $163,617.80


1913


Assessments abated


$2,244.96


Assessments levied on cemeteries and


Town property and deemed not col- lectable


2,900.32


Assessments on church property, etc., deemed uncollectable


1,404.99


Assessments levied on sewers built by Metropolitan Sewer Commission and to be paid to the Commonwealth


4,315.45


Assessments not collectable by reason of expiration of liens 617.53


11,483.25


Net assessments to January 1, 1913


$152,134.55


247


REPORT OF BOARD OF PUBLIC WORKS


Appropriation for Henderson Street District sewers $10,500.00


Bond issue 1896 for sewer construction


100,000.00


Sale of main sewer to Commonwealth of Massachusetts, less collectable assess- ments 42,400.13


Appropriation for construction, care and maintenance for years 1903 to 1912 inclusive 48,613.21


Amount expended for sewer construction and maintenance (including Hender-


son Street District sewers) as per Town Treasurer's balance, January 1, 1913 $313,450.95


Balance from bonds and assessments to date 40,196.94


$353,647.89


$353,647.89


The value of property in this division January 1, 1913 amounts to $1,424.96 as follows:


Horses, vehicles and tools


$682.55


Office furniture 537.60


Material available for new work 204.80


WATER DIVISION.


EXTENSION OF MAINS.


In all there have been laid 862 feet of twelve-inch, 4,068 feet of ten-inch, 2,139 feet of eight-inch- and 8,374 feet of six-inch pipe to extend the high and low service systems at a total cost of $14,493.52. In addition 3,627 feet of ten-inch pipe was laid to replace the old cement main on Massachusetts Avenue between Mill and Brattle Streets at an expense of $5,715.78, making the total cost of all the new mains $20,209.30. The low service main on Walnut Street between Massachusetts Avenue and Walnut Court has been discontinued.


In the fall of 1911 an appropriation was made for laying a new water main through Brattle Street for the purpose of increasing


248


ARLINGTON TOWN REPORT


the supply to the Symmes Arlington Hospital. During the year a sufficient supply to the Hospital has been maintained by in- creasing the pressure on the Brattle Street main.


A new reducing valve has been placed in the Massachusetts Avenue main at Highland Avenue with the intention, if necessary, of removing the old valve to Summer Street near Grove Street, which would increase the pressure about seventy-five pounds, and thus avoid laying a new main in Brattle Street.


At a Town Meeting held in July the Board was given authority to replace the cement main between Mill Street and Forest Street on Massachusetts Avenue, with a cast-iron main. This allows the cement main from the Reservoir to Mill Street to be used for an independent supply of water from the old Reservoir for the purpose of supplying water for irrigation purposes, foun- tains, street watering, etc. From Mill Street to Water Street, the old cement main was repaired and in some places replaced with a new cast-iron main and the water from the Reservoir is now available at the New Town Hall. It is probable that the old cement main between Water Street and Medford Street on Massachusetts Avenue is more or less broken, and should be replaced with a cast-iron main. When this is done with necessary repairs on the Medford Street main, water from the Reservoir can be used at Mt. Pleasant Cemetery and also at the Cemetery on Pleasant Street and the Spy Pond Playground.


Table 7 shows the cost of new mains. This cost includes a proportionate part of the indirect expenses of the Department.


MAINS.


The lengths and sizes of cement-lined and iron pipe in use , January 1, 1913, together with the number of hydrants and gates on the high and low service and the reservoir systems, are shown in the following table.


The total of all is 42.8 miles of pipe, 430 hydrants and 380 gates. In addition there are 4,448 feet of smaller pipes, two- inch to one and one-quarter inch, laid in places where hydrants were not needed and the amount of water required was small.


LOW SERVICE SYSTEM.


HIGH SERVICE SYSTEM


RESERVOIR SYSTEM


Size


Cement-lined Pipe.


Cast-iron Pipe.


Cast-iron Pipe.


Cement and Cast-iron Pipe


Inch


Length ft.


Hyd.


Gates


Length ft.


Hyd.


Gates


Length ft.


Hyd.


Gates.


Length ft.


Hyd.


Gates


12


·


. .


. . .


. . .


. . .


. .


.


10


. ... . .


.


.


.


. .


. . .


. .


.. .


. .


.


8


16,591


525


. .


.


. .


·


. . .


. . .


. .


...


6


1,240


. .


. .


. . .


. . .


. .


...


. .


.


4


8,862


. .


. . .


·


.


Total


10,102


14


15


92,958


172


158


113,310


234


200


9,329


10


7


6,791


17,345


8,530


10,604


16,584


270


18,350


45,419


61,293


4


11,794


1,497


·


250


ARLINGTON TOWN REPORT


SERVICES.


One hundred and seventy-two new services have been added during the year, and twenty-six services abandoned. There are for all purposes 1,355 services on the low and 1,007 on the high service system, four services on the Reservoir system, thirteen services have been changed from the low to the high system, and two have been changed from the high to the low system. On the Metropolitan Water Supply there are nineteen services for municipal buildings, twenty-two for street watering standpipes, and thirty-two for sewer flushing purposes included in the above. On the Reservoir supply there is one service for the new Town Hall, and three for street watering standpipes and ten hydrants. On January 1, 1913, 184 services were temporarily out of use. Because of insufficient supply of water twenty-eight services inside the street line were replaced with cement-lined pipe at the expense of the owners.


METERS.


One hundred and thirty-four meters were set on services in- stalled during the past year, twenty-six meters were set on ser- vices which went into use this year which have been installed since January 31, 1907, at which time, Chapter 524, Acts of 1907 made compulsory the metering of all new services. Two hundred and sixty-one meters were set on old services, making the total number of meters set this year, 421: At the end of the year, all services on the high service system were metered. The total number of meters in use January 1, 1913 is 1,957. All but about 15 per cent of the services are now metered and it is intended to have all services metered early in the year 1913. When this is done data will be available for purposes of studying the rates with the possibility of a reduction. The cost of reading the meters amounts to 26 cents per meter for the year; the cost of repairs, reading and care of meters amounts to 80 cents per meter per year.


251


REPORT OF BOARD OF PUBLIC WORKS


METERS IN USE DECEMBER 31, 1912.


Kind


5-inch


3-inch


1-inch


12-inch


2-inch


Total


Lambert


1045


17


14


2


1078


Trident.


306


45


15


1


367


Empire .


295


20


8


323


Split case Hersey.


16


12


10


13


14


65


Nash.


5


20


25


Crown


2


2


1


6


4


15


Union


3


2


1


6


Thomson.


5


5


Worthington.


3


3


Crest .


1


1


Keystone.


1


Bee. .


1


1


5


6


1738


98


74


24


23


1957


HYDRANTS AND FOUNTAINS.


Three two-way hydrants on Massachusetts Avenue near Palmer and Wyman Streets were exchanged for new hydrants with steamer connections. All hydrants set during the past two or three years and to be set in the future will have steamer con- nections. It is intended to paint hydrants in such a manner that those on the high service system may be distinguished from those on the low service system.


The bubble fountain purchased last year, and set at the Centre, was in use throughout the year, but owing to acts of vandalism during the season 1911, the fountain at Arlington Heights was not in use during the season.


The water supplied by the Metropolitan Water Board has been of good quality and the quantity as measured and reported was as follows:


1910


Gallons per Day 1911


1912


Per Capita per Day. 1910 1911 1912


January


798,500


827,000


973,200


72


72


82


February


809,500


827,600


1,076,500


73


72


90


March


786,600


818,700


1,119,700


70


71


93


April


839,200


856,800


1,067,300


75


74


89


May


927,100


1,192,000


1,075,100


83


102


89


June


944,400


1,087,200


1,462,000


84 93


121


11


Compound .


61


61


252


ARLINGTON TOWN REPORT


July


1,423,300


1,484,300


1,499,100


126


127


124


August


1,184,000


1,106,100


1,139,900


105


94


94


September


961,500


999,100


906,700


85


85


74


October


911,900


924,300


959,500


80


78


78


November


809,900


833,500


807,200


71


70


66


December


846,600


821,700


839,600


74


69


68


Average for year933,500


983,200


1,077,150


89


84


89


Eighty-three per cent of all services are now metered, but only forty-nine per cent of all the water charged us by the Metropolitan Water and Sewerage Board passes through meters while seventy- nine per cent of the income is from metered services.


GUARANTEE FUND ACCOUNT.


CR.


DR.


1907 W. G. Peck


$22.60


E. J. C. Mann


25.00


1908 Laura B. Taylor.


25.00


1909 Stephen S. Langley


165.00


1910 Frank O. Squire


843.00


Ella Anderson


30.00


Stephen S. Langley


105.00


Squire Real Estate Trust


10.00


John P. Dennett


222.00


1911 Jacob W. Wilbur


309.00


William E. Kelley


130.00


Frank O. Squire


41.00


George W. A. Alden


17.50


Chester Blake


30.00


W. Patterson


25.00


C. A. Peirce


30.00


1912 Jacob W. Wilbur


85.00


Frank E. White


62.50


Frank C. Frost


62.50


Ellen S. Robbins


50.95


Edward F. Morton


50.95


Stephen S. Langley


10.00


Neil McIntosh


80.50


W. Patterson


$25.00


Balance


2,407.50


$2,432.50


$2,432.50


253


REPORT OF BOARD OF PUBLIC WORKS


WATER RATES FROM CONSUMER.


Year


Fixture


Meter


Total


1904


$34,346.00


$4,686.60


$39,032.60


1905


28,837.12


9,622.86


38,459.98


1906


24,538.38


14,438.01


38,976.39


1907


19,064.71


16,847.16


35,911.87


1908


17,910.73


21,337.75


39,248.48


1909


14,600.78


24,017.62


38,618.40


1910


13,606.24


26,209.74


39,815.98


1911


11,813.91


31,157.06


42,970.97


1912


9,607.89


35,885.36


45,493.25


Considerable work has been done at the Reservoir, which in- cluded filling the filter galleries which were abandoned owing to their dangerous condition, and necessary work at the well house and on the gates and pipes making the new supply available. At the Great Meadows the brooks have been cleaned. The Meadows and adjacent land are badly infested with gypsy and brown-tail moths and it is intended to cut off all the dead and scrub wood, clean up the underbrush and burn over the land during the present winter.


Table 8 shows in detail the cost of all work in this division.


The total value of the property controlled by this division January 1, 1913 amounts to $4,677.39 classified as follows:


Horses, vehicles and equipment


$600.75


Machinery, large and small tools


1,355.19


Office furniture


665.80


Material available for new work


2,055.65


Respectfully submitted,


HENRY W. HAYES,


H. S. ADAMS, P. EBERHARDT. Board of Public Works.


TABLE VII. TO EXTEND THE HIGH SERVICE SYSTEM .- WATER DIVISION.


Street.


Location


Size.


Inches


Feet of Pipe


Pounds of Lead


Plugs


Specials


Hydrants


Gates and Boxes


Miscellaneous


Materials


Labor


Engineering


Teaming


Total Direct


Expense


Apportioned


Expense


Cost


Cost per Foot


Arnold St .- Williams St. to Hibbert St .. ...


6


624


900


2


2


1


1


5


$311 16


$434 57


$19 22


$31 30


$796 25


$110 70


$906 95 1 45


Cedar Ave .- Park Ave. to George St .. .


8-6


596


700


2


2


1


. .


. . .


458 81


354 05


22 01


16 74


851 64


90 87


942 51 1 58


Eastern Ave .- Park Circle easterly


12


839 1630


1


2


1


941 61


411 25


2 67


17 83


1,373 39


102 80


1,476 19 1 76


Fountain Road-Hawthorne St. northerly.


6


1065 1200


1


3


2


1


545 67


454 17


26 79


18 01


1,044 64


118 82


1,163 46 1 09


Highland Ave .- Mass. Avc. to Trent St ..


105


960


2


2


1


1


1


417 78


197 20


2 32


5 69


622 99


48 74


. 671 73 1 66


Langley Road-from Falmouth Road.


6


254


1


. . .


. .


. .


1


1


3


794 18


796 64


5 70


31 73


1,628 25


189 92


1,818 17 1 17


Norfolk Road and Pleasant St ..


6


534


900


2


2


4


268 02


279 41


21 57


17 17


586 17


74 82


660 99 1 24


Old Mystic St .-- Mystic St.to Hutchinson Rd.


8-6


992 1320


4


1


1


680 46


597 76


15 94


24 06


1,318 22


152 16


1,470 38 1 48


Paul Revere Rd .- Park Av. to Sutherland Rd.


875


920


1


2


1


448 70


320 76


19 83


14 07


803 36


8+ 27


887 63 1 01


12-10


39


400


2


1


554 54


86 76


66


641 96


21 69


663 65


Trent St .- Highland Ave. easterly


6


430


600


1


1


205 16


58 69


2 25


266 09


14 88


280 97


65


TO EXTEND THE LOW SERVICE SYSTEM.


Amsden Street


6


24


50


$11 30


$5 52


$0 55


$17 37


$1 38


$18 75


78


Farrington Rd .- Mystic St. to Rangeley Rd.


370


410


1


2


3


197 24


86 41


$4 45


4 82


292 92


22 42


315 34


35


6


324


630


1


1


1


178 44


76 34


1 70


4 70


261 18


19 26


280 44


87


Lombard ter .- Lombardrd. to Wellington st.


6


311


+80


1


1


2


144 04


79 71


3 92


1 52


229 19


19 92


249 11


80


Massachusetts Ave .-- Magnola to Varnum St.


8


252


480


1


2


171 02


90 17


1 34


2 74


265 27


36 91


302 18 1 20


Massachusetts Avc .- below Lake St.


8


317


630


2


1


1


3


237 84


96 37


00


4 59


339 80


24 09


363 89|1 15


Newcomb St .- from Lake St.


6


117


250


1


1


1


2


76 79


25 21


63


2


30


105 93


6 63


112 56


96


Oak Knoll-from Pleasant St.


6


367


480


1


2


1


1


1


217 24


32 19


2 86


5 69


257 98


8 47


266 45


73


Randolph Rd .- from Lake St. .


6


10%


300


1


2


69 96


45 22


54


2 08


118 80


11 61


130 41 |1 25


Rangcley Rd .- Mystic St. to Farrington Rd.


6


108


120


2


2


1


1


88 67


24 89


1 03


1 09


115 68


6 39


122 07 1 13


Varnum St .- from Massachusetts Ave ...


6


408


360


1


2


1


1


221 12


50 23


3 32


5


03


279 70


13 05


292 75


72


Wyman Ter .- from Massachusetts Ave ..


6


629


720


2


1


I


4


336 12


144 03


5 33


11 93


497 41


36 83


534 24


85


Windsor St .- from Massachusetts Ave ..


6


251


200


1


1


1


123 76


49 03


1 11


1 64


175 54


12 33


187 87


75


Massachusetts Ave .- Mill St. to Brattle St.


12-10-6


3663 3360


3


6


2


7


27


3,334 89


1,816 98


42 18


76 88


5,270 93


444 85


5,715 78|1 56


Grand Total


$11,143 30


$6,852 27


$214 19


$306 65 $18,516 41


$1,692 89


$20,209 30


1


108 75


238 72


4 45


3 83


355 75


19 08


374 83|1 48


Mass. Ave .- Brattle to near Forest St.


6


1554 1720


1


2


.


6


2


.


Reducing Valve. .


.


.


6


Harlow St. to Broadway.


1


1


1


.


Fittings


Cost of


1


10


-


.


TABLE VIII. DISTRIBUTION OF EXPENSE. - WATER DIVISION.


EXPENSE


Labor


Engi- neering


Bills


Direct


Appor- tioned


Stock


Teams


Aggre- gate


Receipts


Credits


Cost


Mains, extension of (for details see Table VII) .


$6,852 27


$214 19


$319 84


$7,386 30


$1,692 89


$10,823 46*


$306 65


$20,209 30


$20,209 30


Services, extension of. .


623 59


58 33


32 79


714 71


237 99


943 90


52 20


$21 09


Meters, extension of.


403 02


6 54


94 87


504 43


142 93


3,840 37


115 13


Total Construction


$7,878 88


$279 06


$447 50


$8,605 44


$2,073 81


$15,607 73


$473 98


$26,760 96


$21 09


$26,739 87


MAINTENANCE.


Massachusetts Avenue, renewal.


$441 76


$0 70


$669 18


$1,111 64


$153 89


$547 12


$10 94


$1,823 59


$1,823 59


Mains, repairs on .


107 23


4 43


111 66


37 42


40 83


13 04


202 95


202 95


Services, repairs on .


516 29


43 76


560 05


180 18


59 75


78 89


878 87


878 87


Services, cleaning and inspecting


369 59


17 93


387 52


128 98


20 57


77 62


614 69


614 69


Meters, repair and care


586 46


2 00


656 82


1,245 28


205 37


26


63 94


1,514 85


$137 69


1,377 16


Gates, repair and care.


67 37


3 60


70 97


23 51


9 30


103 78


103 78


Hydrants, repair and care


138 65


51


2 69


141 85


48 56


90 40


27 88


308 69


20 00


288 69


Flushing . . .


62


1 42


2 01


21


22


2 47


2 47


Reservoir, Great Meadows, standpipe grounds


442 23


4 45


488 71


935 39


155 89


110 82


18 61


1,220 71


90 00


1,130 71


Teaming, including stable expense


464 48


871 20


1,335 68


162 10


1,497 78


45 00


$1,070 28


382 50


Turning water service off and on


87 80


87 80


30 64


33 33


151 77


42 78


108 99


Drinking fountains and troughs .


12 15


5 35


17 50


4 24


1 59


3 83


27 16


27 16


Water bills.


31 90


43 85


141 31


217 06


26 43


06


2 41


245 96


245 96


Total maintenance. .


$3,266 53


$51 51


$2,906 40


$6,224 44


$1,157 42


$871 40 1,621 01


$340 01 252 15


$8,593 27 3,444 75


$335 47 3,485 751


$1,070 28


$7,187 52


Work done for private parties


1,137 07


10 80


23 12


1,170 99


400 60


Stock purchased during 1912.


314 61


16,073 90


16,388 51


109 79


4 14 16,502 44 l


90 38


17,731 59


2,055 65


Stock on hand January 1, 1912


3,375 18 §


Grand total


$12,597 09


$341 37


$19,450 92


$32,389 38


$3,741 62


$17,731 59


$1,070 28


$58,676 60


$3,932 69


$18,801 87


$35,942 04


*Includes $368.55 stock paid direct.


tIncludes unpaid bills.


41 00


1,948 80 4,602 86


1,927 71 4,602 86


256


ARLINGTON TOWN REPORT


SUMMARY OF STATISTICS.


For the year ending December 31, 1912. In form recom- mended by the New England Water Works Association.


ARLINGTON WATER WORKS. Arlington, Middlesex County, Mass.


Population by census of 1910, 11,187.


Date of construction, low service, 1872; high service, 1894.


By whom owned, Town of Arlington.


Source of supply, Metropolitan Water System.


CONSUMPTION.


1. Estimated total population at date, 13,000.


2. Estimated population on lines of pipe, 12,300.


3. Estimated population supplied, 11,900.


4. Total consumption for the year, 393,159,750 gallons.


5. Passed through meters, 192,636,545 gallons.


6. Percentage of consumption metered, 49 per cent.


7. Average daily consumption, 1,077,150 gallons.


8. Gallons per day to each inhabitant, 83.


9. Gallons per day to each consumer, 90.


10. Gallons per day to each tap, 455.


DISTRIBUTION. Mains.


1. Kind of pipe, cast-iron and cement.


2. Sizes, from 4-inch to 12-inch.


3. Extended feet during the year, 16,233.


4. Discontinued - feet during year.


5. Total now in use, 42.8 miles.


6. Cost of repairs per mile, $4.74.


8. Length of pipe less than four inches diameter, 4448.


9. Number of hydrants added during year (public), 19.


10. Number of hydrants (public and private) now in use, 430.


11. Number of stop gates added during year, 28.


12. Number of stop gates now in use, 380.


15. Average pressure on mains at centre of Town, 90 pounds high system; 50 pounds low system.


1


257


REPORT OF BOARD OF PUBLIC WORKS


SERVICES.


16. Kind of pipe, cement-lined, galvanized, cast-iron.


17. Sizes, 1-inch to 6-inch.


21. Number of service taps added during year, 172.


22. Number now in use, 2366.


24. Average cost of service for the year, $11.21.


25. Number of meters added, 421.


26. Number now in use, 1957.


27. Percentage of services metered, 83 per cent.


28. Percentage of receipts from metered water (B+C), 79 per cent.


30. Number of motors in use, 3.


258


ARLINGTON TOWN REPORT


FINANCIAL STATEMENT. 1 MAINTENANCE. Receipts.


Stock on hand Jan. 1, 1912


$3,375.18


Cash on hand Jan. 1, 1912 1,797.56


$5,172.74


A Water Rates (fixture) $9,607.89


B Water Rates (meter) 35,885.36


C Total for water and meter rents 45,493.25


D All other receipts


15,986.46


E Total


$66,652.45 7,000.00


From Public Funds


K Gross receipts from all sources $73,652.45


Expenditures.


Stock on hand Jan. 1, 1913


$2,055.65


Cash on hand Jan. 1, 1913 1,025.06


$3,080.71


AA Metropolitan Water Assessment $18,996.13


Management, repairs and renewals


8,593.27


BB Interest on bonds


12,860.00


CO Total maintenance


40,449.40


DD Transfers, Sinking Fund $4,000.00


Bonds


5,000.00


Construction


7,205.87


Stock sold 13,916.47


Total 30,122.34


KK Gross expenditures


$73,652.45


CONSTRUCTION.


Receipts.


Q Balance from previous Bond issue $4,652.75


R From Bonds issued 14,902.34


T Transferred from Maintenance 7,205.87


V Total $26,760.96




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