Reports of town officers of the town of Attleborough 1920, Part 7

Author: Attleboro (Mass.)
Publication date: 1920
Publisher: The City
Number of Pages: 202


USA > Massachusetts > Bristol County > Attleboro > Reports of town officers of the town of Attleborough 1920 > Part 7


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Drain material 731.02


Resetting curbs, manhole, etc. 2,422.67


Asphalt 2,450.16


$29,874.26


County Street


Newell Contract


$22 035.25


Resetting manhole, curbs, etc. 1,168 85


Asphalt 3,627.36


$26,831.46


Pike Ave and Peckham St.


307.61


Bishop St ..


43.56


North Main St.


3,117.82


Union St ..


518.99


General Construction


4,988.23


$110,662 02


Cliff St. Construction


5,020.65


North Main St. Curbing


2,837.24


Oak St. Construction.


1,946.08


Thirteenth St. Construction


1,735.78


Resurfacing


Bridge St. 51.42


Brown St.


58.70


Cambridge St.


8.62


Dennis St.


1,146.25


Elizabeth St.


45.04


Fisher Ave.


237.03


Fourth St.


366.22


Handy St. .


549.60


Hebron Ave.


83.89


Highland Ave


2,733 94


James St. .


38.24


Knight Ave.


344.91


Lexington Ave


65.64


Lindsey


829 88


Locust St ..


36.54


Mann & Turner Sts.


351.10


Maple St.


681.96


May St ..


51 20


Mechanic St.


287.51


Mendon Ave


80.00


Newport Ave


301.30


North Av


366.97


Olive St.


274.00


Orange S:


98.24


Parker St.


96.51


Peckham St


36.55


Pike Ave.


413.80


Pleasant St.


172 80


Read St.


1,207.58


Richardson Ave.


55.14


South Ave. & West St.


64.40


Robinson Ave.


793.80


Summer St.


227.55


Thacher St.


35.16


West St ..


465.61


Miscellaneous and general


1,192.65


84


ANNUAL REPORT


Labor


$730.43


Material


.. 462.22


$13,849.75


Bridges


Thurber Ave. Bridge.


$477.20


General Repair-Material and


Labor


130.84


$608 04


Farmers Bridge


1,519.79


Drains


Cleaning Catch Basins


884.36


West St. Drain.


54.50


Mendon Ave. Drain


171.00


Pond St. Drain.


55 60


Lamb St. new catch basin


47.97


Miscellaneous repairs Labor


$27.60


Material


315.50


$1,556.53


Ten Mile River


711.26


South Main St. Drain.


14,893.34


Crosswalks


222.11


Street Cleaning


Gutters


$3,442.90


Outside Roads


4,555.56


$7,998.46


Street Sweeping


Labor


$2,611.32


Street Patching


Brown St. .


$260.76


Cumberland Ave


46.80


Highland Ave.


357.15


Horton St.


97.60


Locust St.


36.55


May St ..


50.80


Mendon Ave.


189.40


Newport Ave.


378.70


Oak Hill Ave


904 67


Reynolds Ave


162.45


Robinson Ave


950.70


South Ave.


330.86


South Main St. & Hebron Ave .. .


1,336.20


Thacher St.


65.02


Thurber Ave


34.55


Turner


33.40


Washington St.


19.43


Webber St.


34.82


West St.


95.87


Miscellaneous


4,187.81


Labor


$2,684.53


Material


1,503.28


$9,573.54


343.10


85


ANNUAL REPORT


Sidewalks, Maintenance and Repair


Dennis St.


$120.80


Emory St.


19.97


Hebronville


630.50


Holman, Parker & School Sts ..


310.00


John


302.75


Lexington Ave.


150.34


Maple St.


100.65


Newport Ave


819.40


North Main St.


67 50


Read St ..


25.60


South Main St.


468.94


Starkey Ave. & Morey St.


142.71


Summer St.


94.73


Twelfth St.


38.06


Union St.


193.62


West St.


291.03


Miscellaneous


1,366 13


Labor


$438.82


Material


927.31


$5,142.73


Care of Common


335.85


Snow and Ice


Last Season


$10,306.81


This Season


330.46


Sand and Hauling


435.96


$11,073.23


Machinery and Tools


Keeping tools in repair


687.69


New Equipment


1,669.19


Tools


356.52


Small Equipment


896 54


Miscellaneous Maintenance


..


$3,665.80


Crushers


Portable


176.78


Stationary


8 64


$185.42


Rollers


Labor-Maintenance


224.66


Miscellaneous Maintenance


1,225 37


Portable Boiler


281.88


Sand Loader


26.04


$1,757.95


Automobiles


Repairs


296.38


Operating Expense


430.32


Insurance, Freight and Incidentals


Insurance


2,062.41


Rent, Maynard St. Land.


69.60


Vacations


393.28


Clean-up Day


65.35


$726.70


55.86


86


ANNUAL REPORT


Cutting brush-Benefit St


15.76


Telephone


49.32


Oil for Lighting.


11.40


Freight and Express


77.55


Rifle Range-taxes


11.89


Miscellaneous


118 38


$2,874.94


$221,489.66


Sidewalks and Curbing


Pine and Park Sts


470.09


Union St.


93.80


Bank St.


1,615.67


Miscellaneous


3.15


$2,182.71


Dust Layer and Tar


Street Sprinkling


1,201.71


Oil and Tar.


19,881.74


Sand for Oiling


1.104 92


$22,188.37


Lighting


Contract


20,034.00


New Lights


104.57


$20,138 57


Signs, Clock and Numbering


Clock


Lighting


$34.30


New Lamps


9.00


Care


52.00


$95.30


Signs


248.70


Deferred Gravel charges


955.95


HIGHWAY DEPARTMENT Comparison of Itemized Expenditures


1918


1919


1920


Construction and Resurfacing.


.$16,001.68


$23,049.79


$156,032.65


Bridges, Construction and Repair.


5,049 01


1,914.62


2,127.83


Drains, Maintenance


1,537.32


1,261.47


17,161.13


Crosswalks


160.86


None


222.11


Street Cleaning


5,130.30


5,480.85


7,998.46


Street Sweeping


2,005.11


2,309.58


2,611.32


Street Patching (Tar and gravel) ...


4,121.02


6,722.07


9,573.54


Sidewalks, Maintenance and repair


2,234.11


2,789.80


5,142.73


Common, Care of.


335.95


323.37


335.85


Snow and Ice.


1,124.31


460.87


11,073.23


Machinery and Tools


3,122.98


2,700.69


5,609.17


Automobiles


713.21


2,023.60


726.70


Insurance, Freight, Water, etc.


*3,658.56


** 4,518.98


2,874 94


Totals


$45,194.42 $53,555.69


$221,489.66


*Dust Layer and Tar account, $1,410.36-1918


** Dust Layer and Tar account, 2,252.37-1919


$344.00


87


ANNUAL REPORT


WATER DEPARTMENT


A small force has been employed in this department this year due to the small amount of main line extension being laid. Extensions have been made on two streets totaling eight hundred seventy-four (874) feet of 6" pipe, twenty-five (25) services have been laid and two (2) hydrants added.


A large amount of work has been done in maintenance leaks re- paired, curb boxes have been raised, examined, and locations checked, main line gates examined and repaired, hydrants examined and re- paired in the spring and fall and a start made in repainting them.


One man has been employed flushing dead ends from spring to fall and in the winter he watches the hydrants which are most in danger of freezing. Alcohol is used in those set in ground water.


PUMPING STATION


The conditions at the Pumping Station have been fairly satisfac- tory this year. Minor repairs have been made on the pumps and boil- ers, the Station painted on the outside and the Engineer's cottage painted and repaired on the inside and the outside painted one coat.


A special fitting on the supply line from the Barr pump which cracked last year and which was repaired by welding gave away again this year. This has been taken out and a new one is being made to replace it.


STAND PIPE


The results obtained in the repair of the standpipe in 1914 have been excellent as no leaks have developed up to the present time.


HOPPIN HILL RESERVOIR


This reservoir is in good condition and continues to be an im- portant part of our water system as during the dry season it is necessary to depend on this reserve supply of water for the wells at the Pumping Station. 96,330,000 gallons of water was pumped from Orr's pond on to the filter beds. The valve at the reservoir was first opened July 31, 1920 and closed Nov. 11, 1920.


There is one needed repair which will have to be made in the near future and that is on the gate on the discharge pipe. When this dam was built the valve on this line was placed on the down stream side of the dam and in some manner the pipe leading through the dam became cracked. It was, therefore, necessary to place a gate on the up-stream side of the pipe and the control stem was laid parallel with the slope of the bank. The continued action of the ice has broken this stem from its fastenings so that there is danger of not being able to operate this gate when necessary. What will have to be done is to build a gate house and have a vertical stem rising from the gate and protected from the ice.


MAIN LINE


Eight hundred and seventy-four (874) feet of main line have been laid this year and two additional hydrants set.


SERVICES


Twenty-five (25) services totaling thirteen hundred and ninety- five (1395) feet have been laid this year.


88


ANNUAL REPORT


PUMPING RECORDS Totals per month


Month


Hours Pumping


Coal Consumed Pounds


Gallons Pumped Venturi Meter


January


402 hr .- 30 min.


137.800


37,615,000


February


364 hr .- 0 min.


139,000


36,582,000


March


406 hr .- 10 min.


120,885


38,634,000


April


368 hr .- 30 min.


101,050


33,492,000


May


377 hr .- 0 min.


100,500


32,357,000


June


353 hr .- 10 min.


90,950


31,399,000


July


393 hr .- 50 min.


97,950


33,482,000


August


385 hr .- 0 min.


93 150


34,771,000


September


362 hr .- 20 min.


88,700


31,903,000


October


370 hr .- 20 min.


94,500


31,831,000


November


355 hr .- 20 min.


96,500


26.960,000


December


382 hr .- 0 min.


97,850


30,202,000


Totals


4,520 hr .- 10 min.


1.258,835


399,228,000


PUMPING RECORDS Daily Averages per Month


Coal Consumed


Gallons Pumped Venturi Meter


January


12 hrs .- 59 min.


4.445


1,213,387


February


12 hrs .- 33 min.


4.793


1,261,448


March


13 hrs .- 6 min.


3,899


1,246,258


April


12 hrs .- 17 min.


3 368


1,116,400


May


hrs .- 10 min.


3,242


1,043,774


June


11 hrs .- 45 min.


3.032


1,046,633


July


12 hrs .- 42 min.


3,160


1,080,064


August


12 hrs -25 min.


3.005


1,121,645


September


12 hrs .- 5 min.


2,957


1,063,433


October


11 hrs .- 57 min.


3,048


1,026,806


November


11 hrs .- 50 min.


3,216


998,518


December


12 hrs .- 19 min.


3,156


974,258


Totals


12 hrs .- 20 min.


3,443


1,099,385


MAIN PIPE EXTENSION


Street


Length


Size


Total Cost


Curtis Ave. .


280'


6"


$474.92


Cost per Foot $1.696


Newport


Ave


594'


6"


1,033.61


1.74


SERVICES LAID


Size


Number


Length in Feet


Cost


Cost


Total Cost


Cost per Foot


1"


14


673.7


$275.78


$248.65


$524.43


$.7784


11/4"


8


551


267.99


166.82


434.81


.789


11%"


3


169.7


69.56


82.15


151.71


.8933


REPORT OF RAINFALL Year 1920


Month


Amount


January


2.63 inches


February


4.89 inches


March


4.31 inches


April


5.13 inches


May


4.31 inches


June


5.72 inches


Month


Hours Pumping


Pounds


Main to St. Line St. Line to House


89


ANNUAL REPORT


July 2 00 inches


August 2.73 inches


September 1.61 inches


October


1.21 inches


November 4.67 inches


December


4.01 inches


Total


43.22 inches


SUMMARY OF STATISTICS FOR THE YEAR ENDING DEC. 31, 1920


In Form Recommended By The New England Water Works Association


Population by census of 1920. 19,700


Date of construction (by Fire District) 1873


Date taken over by Town.


1894


Owned by City of Attleboro.


Source of supply-Two wells near Seven Mile River, Orr's Pond, Hoppin Hill Reservoir.


Mode of supply-Pumped direct overflow to standpipe.


PUMPING STATISTICS


1. Builders of pumping machinery-Deane, Barr and Snow.


2. Description of fuel used-a. Kind-soft. b. Brand of coal used- New River .. c. Average price of coal per net ton delivered-$14.84. d. Percentage of ash-10.42. e. Wood, price per cord-None pur- chased.


3. Coal consumed for the year in pounds 1,258,835


4. (Pounds of wood consumed) divided by


3 equa s equivalent amount of coal, pounds. 300


5. Total equivalent coal consumed for the year equals (3) plus (4), in pounds 1,259,135


6. Total pumpage for the year


in gallons, .Venturi meter 399,228,000


7. Average static head against which


pumps work, in feet 246


8. Average dynamic head against which pumps work, in feet 260


9. Number of gallons pumped per pound of equivalent coal (5) 318


10. Duty


= gallons pumped (6) x 8.34 (lbs.) x 100 x dynamic head (8) =


68,800,000


Total fuel consumed (5)


11. Cost of pumping, figured in Pumping Station ex- penses, viz. $19,991 38


12. Per million gallons pumped. $50.75


13. Per million gallons raised one foot (dynamic). $0.195


FINANCIAL STATISTICS


Total receipts per City Auditors' statement.


$82,526.69


Expenditures per City Auditor's statement,


Maintenance $41,001.97


Paid Sinking Fund . 10,000.00


Paid interest on bonds. 20,335.00


Paid serial bonds. 7,000.00


$78,336.97


Excess of receipts over expenditures.


$4,189.72


90


ANNUAL REPORT


STATISTICS OF CONSUMPTION OF WATER


1. Population, 1920 census. 19,700


2. Estimated population on lines of pipe. 19,200


3. Estimated population supplied. 19,200


4. Total consumption for the year (gallons) 399,228,000


5. Passed through meters (gallons). 224,593,162


6. Percentage of consumption metered. 56%


7. Average daily consumption in gallons 1,099,385


S. Gallons per day to each inhabitant. 55.8


9. Gallons per day to each consumer. 56.


10. Gallons per day to each tap. 355


11. Cost of supplying water, per million gallons, figured on total maintenance (item CC) $102.70


12. Total cost of supplying water, per million gallons, figured on total maintenance plus interest on bonds, Sinking Fund, and bonds. $196.47


STATISTICS RELATING TO DISTRIBUTION SYSTEM


1. Kind of pipe. Wrought and cast iron


2. Sizes 11/2 in. to 24 in.


3. Number of hydrants now in use .. 496


4. Range of pressure on mains (pounds) ... 85 to 135


SERVICES


5. Kind of pipe Cost iron, Wrought iron, cement-lined


6. Sizes 1 in. to 6 in.


7. Number of services added during year ... 25


8. Number now in use. 3097


9. Average cost of service for the year (per foot)


$0.702


10. Numbers of meters in use. 2989


11. Percentage of services metered. 100%


WATER ANALYSIS-CITY OF ATTLEBORO MADE BY THE COMMONWEALTH OF MASSACHUSETTS-STATE DEPARTMENT OF HEALTH (PARTS IN 100,000)


Date


Appearance


Ammonia


Nitrogen as


1920


Turbidity


Sediment


Color


Residue on Evaporation Total


Free


Albuminoid Chlorine Nitrates


Nitrites


Hard- ness


Iron


Jan.


9


V. slight


V. slight


.15


*6.30


.0012


.0100


.74


2 6


.050 7 Mile River


Jan.


9


None


None


.01


4.30


.0006


.0052


.62


.0100


.0000


2.6


.012 Tap


Mar.


17


V. slight


V. slight


.30


4.10


.0094


.0142


.30


1.8


.050 Storage reservoir


Mar. 17


Slight


Slight


.30


*4.80


.0066


0148


.30


1.3


.035 7 Mile River


Mar. 17


None


None


.05


3.90


.0002


.0044


.44


.0060


.0000


2.3


.015 Tap


May


5


Slight


Slight


.16


4.25


0010


.0196


.22


1.0


.035 Storage reservoir


May


5


V. slight


V. slight


.22


*4.80


.0006


.0146


.40


1.7


.029 7 Mile River


May


5


None


None


.00


5.80


.0000


.0052


.42


0050


.0000


1.8


.010 Tap


July


6


V. slight


V. slight


.10


3.65


.0026


.0214


.24


0.8


.025 Storage


reservoir


July


6


V. slight


V. slight


.35


5.30


.0012


.0238


.49


.030 7 Mile River


July


6


None


None


00


5.10


.0000


.0042


.46


.0120


.0001


2.0


.010 Tap


Sept.


7


Slight


Slight


11


3.50


0060


.0184


23


1.4


.050 Storage reservoir


Sept.


7


V. slight


V. slight


.15


*4.40


.0034


.0158


.38


2.0


.020 7 Mile River


Sept. 7


None


None


.00


4.10


.0012


.0064


.44


.0160


.0001


1.8


.005 Tap


Average


17


4 59


.0028


.0127


.41


.0098


.0000


1.8


.026


ANNUAL REPORT


* Unfiltered.


91


92


ANNUAL REPORT


SEWER DEPARTMENT


The same care has been taken of the sewer system this year as in the past.


The dead ends have been flushed and the system is in general good condition. The Filter beds were cleaned in the spring and fall and kept clean of weeds during the summer. One caretaker is em- ployed all the year and one additional man eight months.


The sludge is hauled away by the farmers to be used as fer- tilizer.


This year we have used twelve (12) of the beds for six months, four each day, allowing these to rest while the other twelve are in use for the rest of the year. The results have been very good and have reduced the cleaning cost.


During March and April the flow in the sewer was so large that sewer records could not be kept. The average daily flow for the other months was 587,000 gallons. The largest average daily flow being in May, 880,000 gallons, and the lowest in October, 404,000 gal- lons. Based on the average flow per day each acre takes care of 82,500 gallons of sewage daily.


We have continued the work started in 1918 in cleaning the un- dergrowth and hard woods from among the white pines, and as a re- sult are developing some very fine groves of trees. This work adds no expense to the department as it is done by the caretaker during his spare time.


SEWER CONNECTIONS


Total connections Jan. 1, 1920. 1,082 Buildings served 1,269


Connections added during 1920 70 Buildings served 71


Total connections Jan. 1, 1921. 1,152 Total 1,340


STREET LIGHTING


In previous years we have improved our lighting system by substi- tuting five incandescent 60 c.p. lights for one arc light, but this we were unable to do this year due to the inability of the electric light company to obtain these fixtures. This change adds no expense to the city and gives much better service. There are still some arc lights that can be replaced with incandescent lights to a good advantage and this we hope to do the coming year.


The following is a list of the number and kinds of lights in use Jan. 1, 1921:


Forty-five (45) new lights were voted this year but only thirty (30) were installed due to lack of fixtures.


Kind Arc


Number


Cost


13 $70 each Sunset to 1:30 A. M.


Arc


5 $36 each


1:30 A. M. to daylight


250 C. P. Incandescent


46 $30 each


Sunset to 1:30 A. M.


100 C. P. Incandescent 100 $23 each Sunset to 1:30 A. M.


60 C. P. Incandescent


959 $16 each Sunset to 1:30 A. M.


32 C. P. Incandescent 20


$20 each


All night lights under railroad arches.


A. B. C. STREET RAILWAY


From the beginning of the year until Oct. 1, 1920 the city con- tinued the operation of a two-man car. On the latter date, the city having purchased an Osgood-Bradley One-Man car, this new car was put in to use under a new agreement with the Interstate Consolidated Street Railway. This car has given very good satisfaction up to the present time as only minor repairs have been necessary.


Only the necessary repairs on the track and overhead have been made this year.


93


ANNUAL REPORT


A. B. C. STREET RAILWAY


Profit and Loss Statement for Period of Operation Sept. 1, 1918 to Oct. 1, 1920


Operating Receipts


Fares . $28,038.14


School Tickets 1,364.65


Total Operating Receipts $29,402.79


Add Other Income


F. L. Torrey, moving building. . .


3.69


Total Income for period


$29,406.48


Deduct Operating Expenses


Interstate Operating Expenses ... $27,510.03


Maintenance Labor


4,437.01


Maintenance Material


688.22


Total Operating Expenses


$32,635.26


Operating Loss for Period


$3,228.78


Deduct


a. Interest on bonds


Oct. 1, 1918 to Oct. 1, 1919 ... $1,012.50


Oct. 1, 1919 to Oct. 1, 1920. ... 911 25


$1,923.75


b. Reserve for Taxes


2% of 1918-1919 Revenue. 366.70


c. Reserve Fund for Accidents 2% of Revenue


588.06


$2,878.51


Total Deficit for Period.


$6,107.29


Proportion of Maintenance Appropria-


tions of $500.00 and $1,000.00 applicable to above period.


1,250.00


Net Deficit for Period


$4,857.29


A. B. C. STREET RAILWAY


Profit and Loss Statement for Period of Operation, October 1, 1920 to December 31, 1920


Operating Receipts


Fares


$3,691.03


School Tickets


420.00


Total Operating Receipts


$4,111.03


Deduct Operating Expenses


Interstate Operating Expenses ... $3,353.47


Maintenance Labor 446.18


Maintenance Material


271.25


Total Operating Expenses


$4,070.90


Operating Gain for period. $40.13


Deduct


a. Interest accrued on Bonds Oct. 1, 1920 to Dec. 31, 1920. $202.50


b. Reserve Fund for Accidents


94


ANNUAL REPORT


2% cf Revenue 82.22


$284 72


Total Deficit for Period.


$244.50


Proportion of Maintenance Appropria- tion of $1.000 applicable to above three months 250.00


Net Gain for Period. $5.41


A. B. C. STREET RAILWAY


Profit and Loss Statement for the Total Period of Operation, Sept. 1 1918 to Dec. 31, 1920


Operating Receipts


Fares $31,729.17


School Tickets 1,784.65


Total Operating Receipts


$33,513.82


Deduct-per ordinance passed at meeting of City Council Oct. 16, 1919.


a, Interest on Bonds


Oct. 1, 1918 to Oct. 1, 1919 ... $1,012.50 Oct. 1, 1919 to Oct. 1, 1920 ... 911.25


Accrued Oct. 1. 1920 to Dec. 31, 1920. 202.50


$2,126.25


b. Reserve for Taxes


2% of 1918-1919 Revenue. 366.70


c. Sinking Fund for Accidents 2% of Revenue 670.28


3 163.23


$30,350.59


Add Other Income F. L. Torrey, moving building ... Appropriation by Council.


3 60


1,500.00


$31,854.23


Deduct Operating Expenses


Interstate Operating Expenses ... $30,863.50


Maintenance Labor 4,883.19


Maintenance Material 959.47


$36,706.16


Loss for Period $4,851.88


A. B. C. STREET RAILWAY INVESTMENT ACCOUNT


To Purchase of Railway.


$18,000.00 Cash from Sale of Bonds ..


.$29,800.00


To Equipment charges .


7,081.65


Cash from Surplus Revenue


2,507.52


To Purchase of one-man car.


7,260.00


Cash from Revenue Reserve


750.00


To Purchase of parts for one-man car 345.47


Balance to 1921 ..


370.40


$33,057.52


$33,057.52


MAINTENANCE


ACCOUNT


To Interest paid on bonds 1919 1920


$1,923 75


Received from Interstate, 1919, 1920 $3,016.20


To Interest accrued on Bonds.


202.50


Received from School Tickets 1,784.65


To Reserve for Taxes ..


366.70


Received from F. L. Torrey. 3.69


To Reserve for Sinking Fund


670.28


Received from Appropriations .. 1,500.00


To Labor paid 1918, 1919, 1920


4,883.19


Received from Reserve for Taxes. 135.51


Received from Reserve for Sinking Fund. 238.50


Balance to 1921 .. 4,851.88


$11,530.43


$11 530 43


SURVEY


ACCOUNT


To Expenses making survey-1919


$1,606.49


Received from appropriation.


$2,000.00


To Expenses making survey-1920. 574 72


By amount carried to 1921.


181.12


$2,181.12


$2,181.12


95


ANNUAL REPORT


To Miscellaneous maintenance charges, 1918, 1919, 1920. 1,333.48


To Interstate charges paid in 1920 2,150 53


RESERVE FOR TAXES


To Maintenance account.


$135.51 By Maintenance account. $366.70


To Balance unexpended to 1921.


231.19


$366.70


$366.70


SINKING FUND FOR ACCIDENTS


2% of Receipts


To Maintenance Account


$238.50


By Maintenance Account.


$670.18


To Balance unexpended to 1921.


431.68


$670.18


$670.18


BOND ACCOUNT


Oct. 1, 1919 to Cash


$2,250.00


Oct. 1, 1918 by Cash.


.$22,500.00


Oct. 1, 1920 to Cash.


2,250.00


Oct. 1, 1920 by Cash.


7,300.00


December 31, 1920 Balance to 1921.


25,300.00


$29,800.00


$29,800.00


SUMMARY OF ACCOUNTS


Receipts


Payments


Investment account


$33,057 52


$32,687.12


$370.40 Balance unexpended


Maintenance account


6 678 55


11,530.43


4,851.88 Balance over expended


Survey account .


2,000.00


2,181.12


181.12 Balance over expended


Reserve for Taxes account.


366.70


135.51


231.19 Balance unexpended


Reserve for Sinking Fund Acct


670.18


238.50


431.68 Ba ance unexpended


Bond Account


29,800.00


4,500 00


25,300 00 Balance unpaid


96


ANNUAL REPORT


COMPARATIVE A. B. C. STREET RAILWAY SCHEDULE Number of Passengers


Month


Number of Fares 1919


Number of Fares 1920


School Tickets 1919 1,958


School Tickets 1920


Total 1919 17,273


Total 1920


January


15,315


20,691


2,161


22,852


February


13,951


5,773


2,107


348


16,058


6,121


March


15,446


17,555


2,396


1,703


17,842


19,258


April


15,118


19,213


1,990


1,609


17.108


20,822


May


15,869


19,194


2,357


1,713


18,226


20,907


June


15,537


17,850


1,497


1,250


17,034


19,100


July


15,977


17,981


15,977


17,981


August


16,568


17,974


16,568


17,974


September


16,329


17,880


2 009


1,927


18,338


19,807


October


17,133


17.660


2 276


2,690


19,409


20,350


November


17,454


16,727


1,940


3,107


19,394


19,834


December


19,821


18,342


1,878


2,657


21,699


20,999


Totals


194,518


206 840


20,408


19,165


214,926


226,005


.


ANNUAL REPORT


-


-


97


98


ANNUAL REPORT


EXPENDITURES 1920-PUBLIC WORKS DEPARTMENT


Charges to Dec. 31, 1920.


General Administration


Superintendent's Salary


$3,500.00


Engineer's Salary


2,322.19


Asst. Engineer & Rodman


2,816.85


Clerical Labor


2,340 81


Engineering Supplies


509.70


Office Supplies


253.65


Autos, Insurance, Repairs, etc.


1,015.43


Rent, Light and Phone.


841.04


$13 599.67


Highway Department


Construction 1920-Tax Levy or Bond Issue. .


110,662.02


North Main St. Curbing


2,837.24


Oak St. Construction.


1,946.08


Thirteenth St. Construction.


1,735.78


Cliff St. Construction.


5,020.65


Unexpended Balance of 1919 Appropriation .. 19,981.13


Deferred Barn & Stone & Gravel charges


955 95


Resurfacing


13,850 45


Bridges


608.04


Drains


1,556.53


Ten Mile River


711.26


Crosswalks


222.11


Street Sweeping-3 Patrolmen.


2,611.32


Street Cleaning


7,998.46


Street Patching


9,572.84


Sidewalks, Repair


and Maintenance.


5,142.73


Care of Common


335.85


Snow and Ice.


11,073.23


Machinery and Tools.


3,665.80


Crushers


185.42


Rollers, Coal and Maintenance.


1,757.95


Automobiles, Maintenance


726.70


Insurance


2,062.41


Rent, Maynard St. Land.


69.60


Vacations


393 28


Express, Freight, etc.


349.65


$83,830.71


Farmers Bridge


$1,519 79


South Main St. Drain.


14,893.34


Sidewalks and Curbing.


2,182.71


Dust Layer and Tar


22,188 37


Lighting


Contract


$20,034.00


New Lights


104.57


Signs, Clock, Numbers and Clock Repair


344.00


A. B. C. St. Ry. Maintenance


Receipts-Interstate fares and school tickets


to date


17,748.78


11.89


$20,138.57


Rifle Range


99


ANNUAL REPORT


Sewer Maintenance


Filter Beds


$2,726.02


Repairs and care of sewers


488.60


$3,214.62


Shaw St. Sewer


589.10


Water Maintenance


New Meters


Services


1,554.16


Main Line


1.585.49


Shop and Barn


327.71


Pumping Station


Payroll-Engineers


$7,138.40


Coal


9,982 84


Oil


223.61


Snow Pump, Valves and packing


23.06


Barr Pump, Valves and repair


440.18


Light and phone.


176.51


Repair of Boilers.


125.95


Cleaning Filter Beds.


522.53


Care of Grounds and Beds.


444.99


Incidentals


466.64


Painting Buildings


446.67


$19,991.38


Maintenance Pay Roll.


12,567.04


Teams and Autos


1,988.85


Insurance


853.08


Maintenance Materials


1,502.68


Incidentals


631.58


$343,465.29


In conclusion, I desire to express my appreciation to His Honor, the Mayor, the members of the Municipal Council, and other City Officials, for courtesies and assistance extended to me during the past year.


To the foremen of the various departments, the engineers at the pumping station, and all the other employees who have given me their loyal support during the past year I wish to express my deep appre- ciation.


Respectfully submitted,


H. J. GOODALE,


Superintendent Public Works.


ANNUAL REPORT


OF THE


School Committee


ATTLEBORO, MASSACHUSETTS


For the Year Ending December 31


1920


103


ANNUAL REPORT


SCHOOL COMMITTEE, 1920-1921


Term Expires January 1921


Dr. Reginald P. Dakin


32 John St. Telephone : Residence 713-W.


Telephone: Office 279-J


28 Peck St. 1921


439 No. Main St. 1921


Telephone 258-X


Edwin F. Thayer




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