Reports of town officers of the town of Attleborough 1931, Part 13

Author: Attleboro (Mass.)
Publication date: 1931
Publisher: The City
Number of Pages: 276


USA > Massachusetts > Bristol County > Attleboro > Reports of town officers of the town of Attleborough 1931 > Part 13


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Curtis Avenue Construction. .


2,446.02


Construction of Major Street.


259.81


Construction of Bushee Street


677.90


Park Street Reconstruction.


45.68


164,887.69


135


ANNUAL REPORT


City Survey Street Lighting


3,861.34 $


35,103.88


Water Division


Maintenance Payroll


$ 9,578.31


Maintenance Material


1,463.67


New Meters.


2,078.01


Services.


4,499.84


Shop and Barn


383.65


Maintenance of Buildings


161.67


Main Line Maintenance


2,853.84


Auto Operation


946.14


Insurance


956.28


Taxes


318.66


Incidentals.


11.79


Necessary expenses within Mass. for securing infor- mation to improve department service. 0.00


23,251.86


Main Line Extension


17,894.06


Water Main Extension and Replacements in Emory and Pine Streets .


1,572.53


Newport Avenue Water Mains


643.05


Pumping Station Division


Payroll


$ 7,613.05


Fuel


10,870.95


Oil


157.03


Pumps.


377.77


Boiler Maintenance


161.59


Cleaning Filter Beds.


292.64


Care of Equipment, Grounds and Beds


106.58


Light.


144.82


Phone.


253.94


Incidentals


255.32


20,233.69


Sewer Division


Filter Beds.


2,400.71


Repair and Care of Sewers


626.59


3,027.30


Park Street Sewer Extension


1,084.31


Elmwood Avenue Sewer Extension


1,175.92


Rifle Range


146.57


$288,610.42


Resurfacing


Alder Street .


$ 110.46


Bacon Street


1.27


Bank Street (North of Bridge).


1,124.09


Brown Street


20.79


Bushee Street


12.25


County Street


28.41


Crandall Court .


59.89


Hawthorne Street.


466.52


Highland Avenue.


38.86


Holden Street .


28.78


Jefferson Street .


28.66


Lincoln Avenue


288.37


. .. . .


136


ANNUAL REPORT


Linden Street


384.55


Newport Avenue.


4.35


Park Street.


1,783.97


Pike Avenue.


16.82


Sixth Street


17.97


South Avenue


7.38


South Main Street, No. 1.


947.56


South Main Street, No. 2


1,287.19


Summer Street .


150.28


Thacher Street


9.64


Tiffany Street


6.24


Water Street


1,338.02


General


487.01


$ 8,649.33


December 31, 1931 LIST OF MOTOR UNITS OWNED BY THE PUBLIC WORKS DEPARTMENT AND OPERATED BY THE HIGHWAY DIVISJON


3 Model A. C. Mack Dump-trucks


1 Model A. B. Mack Dump-truck


1 Model B. G. Mack Dump-truck


1 one yard Chevrolet Dump-truck


2 one and one-half yard Chevrolet Dump-trucks


1 one yard Ford Dump-truck


1 Ford compressor truck chassis


2 Fordson full-crawler tractors


1 Fordson wheel tractor


DRAJNS MAINTENANCE


Pine Street near Carpenter Street


$ 27.07


Material.


8.18


$ 35.25


Bank Street


Labor


511.69


Material


213.85


725.54


Brook Street at Holman Street


Labor.


56.80


Material


39.30


96.10


Drain and Basin Repair


Labor


19.10


Material


9.73


28.83


Cleaning Catch Basins


Labor


1,025.91


Material


161.55


1,187.46


Drains-General Account


39.89


$ 2,113.07


Labor


137


ANNUAL REPORT


STREET SWEEPING


Labor


$ 1,935.54 18.04 1,953.58


Material


STREET CLEANING


Gutters and Scraping Labor.


3,278.53


Material


280.80


3,559.33


STREET PATCHING (Bituminous and Gravel) Labor and Material Account


252 T. No. 2 Stone and 255 T. Pea Stone $ 951.00


1100 gals. Winter Patch.


156.20


8935 gals. Tarvia K. P.


1,160.20


Truck and horse operating charges


349.59


Miscellaneous-sand, gravel and small items


125.25


Labor


Mixing, placing, handling materials.


3,924.78


6,667.02


SIDEWALK MAINTENANCE


Labor and Material


Labor.


$ 1,884.25


Repairing cement walks-R. MacDonald & Son. 296.88


Material


388.45 $ 2,569.58


EQUIPMENT, MAINTENANCE AND REPAIR


Labor


165.45


Material


124.89


290.34


ROAD ROLLERS


Labor


144.95


Material


212.84


357.79


AUTO MAINTENANCE


Repairs, general maintenance, etc. 654.33


ROAD OIL AND TAR


Oil, Tar and Sand


Labor. .


$2,542.42


Material


7,697.97


10,240.39


General


Labor.


84.45


Material


812.23


896.68


11,137.07


138


ANNUAL REPORT


BRIDGES, FENCES AND CULVERTS


Guard Fence Repair and Maintenance Labor


Material


207.23 86.29


293.52


Pipe Culverts Replacing Stone Union Road (3)-12"-15"-18"


Labor


156.90


Material


156.88


313.78


Highland Avenue-16"-West of Washington Street


Labor.


27.82


Material


63.71


91.53


Park Street-10"-First Southerly from Maple Street


Labor


33.72


Material


47.83


81.55


Pike Avenue-10"-at Adler's


Labor.


44.09


Material.


33.14


77.23


564.09


Hebronville-Overpass Bridge (New Deck)


Labor


$ 225.06


Material


943.49


$ 1,168.55


Hebronville-Foot Bridge


Labor.


34.12


Material


9.25


43.37


Other Bridge Repairs


Labor.


55.17


Material


9.30


64.47


General Account


Labor


8.35


Material


116.88


125.23


$ 2,259.23


CRUSHERS


Labor


$ 250.18


Material


370.69


620.87


TEN MILE RIVER AND THACHER BROOK


Labor


$ 207.98


Material


26.79


234.77


139


ANNUAL REPORT


SIGNS, CLOCK AND NUMBERS


Signs-New Signs, Erection, etc.


33.48


Clock.


147.92


Numbers, etc.


13.09


194.49


SNOW AND ICE


Labor


2,995.45


Material


710.96


3,706.41


SIDEWALKS AND CURBING


Labor.


$ 4,702.47


Material:


Curbing-straight, circle, returns. $5,314.31


Recording assessments.


81.79


Robert MacDonald & Son-contract ..


7,710.23


Sand and gravel


37.10


Miscellaneous 644.13 13,787. 56


18,490.03


Curbing List:


Street


Linear Feet


Angell


106.15


Benefit


36.00


Claflin .


111.80


Crandall Court.


105.30


Dennis.


27.00


Emory


10.00


Fifth


95.42


Lincoln Avenue


1089.55


Linden.


341.02


Maple


42.54


North Avenue.


10.50


Oak


59.70


Olive


110.59


Park.


393.33


Peck Avenue.


10.00


Prairie Avenue.


37.20


Quintin Avenue


673.43


Robert.


106.72


Shaw Avenue


50.00


Spring


129.41


South Main


38.00


West


5.00


3588.66


Granolithic Sidewalks


Location


Walks


Drives Lin. Ft.


Angell Street


76.98


16.49


Bicknell Street.


20.28


10.98


Capron Street


113.22


20.03


Crandall Court.


22.59


Dunham Street


124.82


8.13


Lin. Ft.


140


ANNUAL REPORT


East Street


33.01


8.03


Ellis Street .


252.39


12.85


Emory Street.


881.75


97.61


Fifth Street.


41.28


9.69


Grove Street


133.00


16.07


Holden Street.


69.73


18.94


Holman Street.


580.93


76.22


Jefferson Street


173.52


15.58


Kendall Avenue


71.33


Leroy Street


108.99


16.67


Linden Street.


290.89


25.36


Mechanic Street .


156.94


6.76


North Main Street .


145.26


Oak Street.


81.49


14.45


Olive Street


91.66


16.35


Park Street.


69.25


Parker Street .


107.43


6.97


Pine Street .


675.14


86.94


Pleasant Street.


62.98


11.59


Second Street.


53.64


South Main Street.


37.07


Union Street.


102.02


7.18


Totals


4577.59


502.89


NEW EQUIPMENT


Material


$ 321.70


NORTH MAIN STREET AND COMMONWEALTH AVENUE WIDENING


North Main Street-Drain


Contract-Jose Morrell & Son (final) .. $ 220.04


Labor and Material 5,286.25 $ 5,506.29


North Main Street-Removing Trees and Grubbing Labor and Material 229.48


North Main Street-Relocate and Lower Services and Curbgates Labor 28.49


North Main Street-General Account


Labor 230.50


*Contract-Perini & Ampolini 26,480.34


Excavation, Loam-Frank P. Toner .. . . 108.20 Rock Excavation-Labor and Material 252.91 Material-Maintenance charges


Repair charges, etc. 641.15 27,713.10


*Final payment due early in 1932.


Commonwealth Avenue-East and West Drains Labor and Material (to Dec. 31, 1931,only) 1,874.19


Commonwealth Avenue-Extending Reinforced Culvert Labor 56.80


141


ANNUAL REPORT


Commonwealth Avenue-General Account


Labor.


290.98


*Contract-T. J. Quinn & Son. 8,875.08


Excavation-Frank P. Toner. 498.25


Rock excavation-Labor and Material 764.09


Material 351.02


10,779.42 $ 46,187.77


*Final payments due early in 1932


EDGEWOOD AVENUE, QUINTIN AVENUE, FISHER AVENUE AND BENNER PLACE CONSTRUCTION


Labor


$2,010.62 578.02 $ 2,588.64


Material.


LAYOUT OF JAMES STREET


Labor.


235.05


Material


402.12


637.17


BANK AND WATER STREET BRIDGES


Labor.


419.26


Material


48.37 467.63


HOLDEN STREET RIVER BRIDGE


Labor.


679.73


*Material


2,073.66


2,753.39


*Final contract payment $938.14 paid to Eng. Service & Const. Co.


UNIT PRICES OF PERJNJ & AMPOLLINI FOR CONSTRUCTING A SECTION OF HIGHWAY ON NORTH MAIN STREET, ATTLEBORO, MASS.


Roadway earth excavation. @ $


.30 per cubic yard


Ledge excavation.


Plain cement concrete masonary .


@


4.00 per cubic yard 16.00 per cubic yard 2.00 per ton


Bituminous material. .


(a)


10" Vitirified clay pipe.


(a)


12" Vitrified clay pipe .


a


10" Coated corrugated metal


1.20 per lineal foot


12" Coated corrugated metal


1.30 per lineal foot . 50 per lineal foot


Wooden guard rail a .


Catch basins.


38.00 each


Stone curb inlets.


@


18.00 each


Trees to be removed.


@


10.00 each


Gravel borrow @


.32 per cubic yard


Sand borrow


1.00 per cubic yard


Rubble concrete masonry.


12.00 per cubic yard


Manholes .


Fine grading, rolling and finishing. a


38.00 each . 01 per square yard


Broken Stone. a


. 07 per gallon . 35 per lineal foot . 40 per lineal foot


142


ANNUAL REPORT


Dry rubble masonry Fence removed and reset. @ @ 4.00 per cubic yard .30 per lineal foot


Granolithic walks @ 1.50 per square yard


Stone masonry walls removed and rebuilt dry. @ 4.00 per cubic yard


Trench excavation. @


1.75 per cubic yard


Loam borrow


1.00 per cubic yard


Catch basins or manholes adjusted to grade a


5.00 each


Curb inlets removed and reset. a . 50 each


Stumps to be removed @ 2.00 each


Stripping gravel pits.


. 20 per cubic yard


UNIT PRICES OF T. J. QUINN & SON FOR CONSTRUCTING A SECTION OF HIGHWAY ON COMMONWEALTH AVENUE, ATTLEBORO, MASS.


Roadway earth excavation @ $


. 32 per cubic yard


Ledge excavation.


a


2.50 per cubic yard


Ordinary borrow


@ . 30 per cubic yard


Broken stone. a


1.92 per ton


Bituminous material a . 06 3-4 per gallon


Trees to be removed.


20.00 each


Gravel borrow (a


. 40 per cubic yard


Sand borrow


a


1.25 per cubic yard


Stripping gravel pits.


a .20 per cubic yard


Fine grading, rolling and finishing


a . 02 per square yard


Cable guard rail.


@


.55 per lineal foot


Stumps to be removed.


15.00 each


PLEASANT STREET IMPROVEMENT


Labor $ 8.79 Material 10.57 $ 19.36


SIDEWALK CURBING FOR CAPRON PARK, HORTON FJELD AND SOUTH ATTLEBORO SCHOOL


Labor Material


1.00


13.14


14.14


LAYOUT AND CONSTRUCTION OF PAYSON, CLARENCE, BALTIC AND FOURTEENTH STREETS


Labor Material


151.55 324.84 476.39


CURTIS AVENUE CONSTRUCTION


Labor Material


600.33


1,845.69


2,446.02


143


ANNUAL REPORT


ELMWOOD AVENUE CONSTRUCTION


Labor


Material


1,418.55 804.37


2,222.92


CONSTRUCTION OF BUSHEE STREET


Labor


508.15


Material


169.75


677.90


CONSTRUCTION OF MAJOR STREET


Labor. Material


174.80 85.01


259.81


PARK STREET RECONSTRUCTION


Labor.


Material


24.36 21.32


45.68


LEROY STREET IMPROVEMENT


Leroy and Bank Street Walls, Steps and Driveways Labor and Material 2,525.37


Leroy and Bank Street-Drains


Labor and Material 1,231.42


Grading Lawns Labor 198.44


Setting and resetting curb, excavating and surfacing and sidewalk repair Labor and Material 4,677.60


General Account Labor and Material 712.52 $ 9,345.35


EMORY STREET AND PINE STREET IMPROVEMENT


Emory Street-drainage, construction and repair Labor and Material. $ 1,762.15


Emory Street-resetting curb, setting round corners, excavating and surfacing, and repairing sidewalks Labor and Material. 12,078.91


Emory Street-General Account Labor and Material. 929.14 Truck Charges, Repairs, etc .. 1,114.07 2,043.21


Pine Street-Drainage, construction, and repair.


Labor and Material.


1,191.72


144


ANNUAL REPORT


Pine Street-removing stumps Labor and Material. 22.74


Pine Street-resetting curb, setting round corners, excavating and surfacing, and repairing sidewalks Labor and Material. 12,311.51


Pine Street-General Account Labor and Material. 841.46


Truck Charges, Repairs, etc. 394.58 1,236.04 $ 30,646.28


SEWERS, OPERATION AND MAINTENANCE


Caretaker at Beds $ 1,354.47


Maintenance of Beds


Labor


883.76


Material


21.38 905.14


Maintenance and Operation of Sewer System (Includes Hawthorne Street and Kilby Street Extension) Labor and Material. 526.59


City of Attleboro-Water Charge. 100.00 626.59


Insurance 60.00


Taxes


Town of Seekonk. 65.98


City of Pawtucket


15.12


81.10 $


3,027.30


ELMWOOD AVENUE SEWER EXTENSION


Labor


654.86


Material


521.06


1,175.92


PARK STREET SEWER EXTENSION (from 606 Park Street to Bishop Street)


Contract-W. W. Staples (final payment) 713.63


Labor. 70.11


Material


18.36 88.47 802.10


PARK STREET SEWER EXTENSION-A (between Torrey Street and Davis Avenue)


Labor Material


167.06 115.15 282.21


145


ANNUAL REPORT


HIGHWAY DEPARTMENT Comparison of Itemized Expenditures for 1929-1930-1931


1929


1930


1931


Resurfacing


$ 16,757.99


$ 21,342.58


$ 8,649.33


Construction.


13,679.43


9,454.54


9,373.89


Bridges-repairs.


2,163.53


3,163.96


2,259.23


Bridges-Construction.


3,703.86


6,011.47


3,221.02


Drains-Maintenance.


1,908.63


2,541.74


1,291.43


Drains-Construction


4,556.07


5,491.18


821.64


Crosswalks .


158.91


1.89


Street Cleaning


3,834.75


4,602.12


3,559.33


Street Sweeping


1,862.44


1,954.25


1,953.58


Street Patching-Tar and Gravel.


8,123.17


8,302.92


6,667.02


Sidewalk Maintenance.


2,790.62


3,067.69


2,531.12


Snow and Ice .


4,442.47


3,447.30


3,706.41


Machinery and Tools ----


(Including crushers and rollers)


937.92


1,486.75


1,269.00


New Equipment.


9,808.20


5,887.19


321.70


Truck Maintenance


1,278.80


1,346.63


654.33


Insurance, freight, etc.


1,218.30


1,507.28


1,548.08


Vacations.


552.07


417.48


677.89


Road Oil and Tar


13,653.09


12,929.14


11,137.07


$ 91,430.25


$ 92,956.11


$ 59,642.07


Bonded Highway Construction


3,118.96


* 76,834.05


$ 91,430.25 $ 96,075.07 $136,476.12


*Received and due on North Main Street under Chapter 90-$24,801.32. Final due early in 1932.


MAIN LINE EXTENSIONS, REPLACEMENTS, ETC.


Street


Length


Size


Total Cost


App. Cost per Foot


Bank Street (Bicknell to Tanager


Road)


1,154' 10"


8"


$ 3,254.33


$2.82


Bank Street (Tanager Road to Upland Road) . .


280'


8"


602.98


2.15


Blackburn Road-(to connect


with Lincoln Avenue)


204'


6"


350.00


1.72


Commonwealth Avenue.


2,072' 6"


8"


5,366.98


2.59


Emory Street-replacement


195'


6"


262.44


1.35


Gardner Street.


190'


10"


536.72


2.82


Holden Street-replacement-


special crossover at river bridge.


59' 8"


12"


415.64


6.97


Lincoln Avenue.


436' 6"


6"


963.62


2.21


Linden Street .


96'


6"


151.23


1.58


Longfellow Street


181'


6"


312.00


1.72


Major Street


132'


6"


175.00


1.33


Pearl Street-replacement, east- erly from Pine Street .


44'


8"


163.73


3.72


Pine Street (Park to Gardner Street)


637' 10"


10"


1,983.99


3.11


Pine Street-replacement (Maple to Mulberry Street)


365' 9"


8"


717.82


1.96


Pleasant Street. .


263'


6"


468.77


1.78


School Street-replacement, both sides of Pine Street.


77' 4"


6"


225.02


2.91


South Main Street.


739'


6"


1,208.31


1.64


Tanager Road


1,182'


6"


2,099.21


1.78


Totals


8,310' 5"


$19,257.79


146


ANNUAL REPORT


Alder Street-relocated hydrant, cut in gate $


59.98 Bushee Street-relocated hydrant, cut in gate and lowered 6" pipe and services. 177.27


Emory Street (Corner Forest Street)-replacing hydrant, cut in gate.


108.35


Emory Street (near No. 25)-cut in hydrant gate. 45.71


Emory Street (Corner Brook Street)-cut in hydrant gate .. . 55.56


Emory Street (Corner Sturdy Street)-cut in hydrant gate. 45.66


Hawthorne Street-put extension on hydrant and cut in gate. 70.21


Newport Avenue relocated hydrants near No. 754, No. 728, No. 691. 262.16


North Main Street-relocated hydrants near No. 575, No. 687, No. 747, Holden Street, Claflin Street 151.81


North Main Street (near Commonwealth Avenue)-re- placed 4" hydrant with 5" Corey hydrant .


87.60


Pine Street (Corner Orange Street)-cut in gate on hydrant Pine Street (Corner Orange Street)-extending 6"'


43.50


24' 6" pipe


37.16


Pine Street (near Carpenter Street)-reset hydrant.


73.44


Pine Street (Corner School Street)-cut in gate on hydrant.


37.74


Pine Street (Corner East Street)-reset hydrant and cut in gate. 105.61


Pine Street (opposite Armory)-cut in gate on hydrant. .


45.74


Pine Street (Corner Dunham Street). cut in gate on hydrant. . 60.75


Pine Street (near Elks Street)-cut in gate on hydrant. 45.09


Pine Street(near Gardner Street)-cut in gate on hydrant. . 63.08


Totals $ 1,576.42


WATER MAIN EXTENSIONS AND REPLACEMENTS IN EMORY AND PINE STREETS


Labor


$1,182.84


Material


389.69


$1,572.53


NEWPORT AVENUE WATER MAINS


Crossings and Adjustments


Labor


558.75


Material


84.30 643.05


MAIN LINE MAINTENANCE


Labor


Line gate leaks and boxes 68.62


Cutting in gates and extending hydrant positions 749.13


Miscellaneous main line repairs, etc. (including stand- pipes, blowoffs, and hydrants) 757.39


$1,575.14


Material


Corey hydrants and parts 265.23


Gate valves. 458.21


(" and 8" C. I. pipe, fittings and fixtures


375.81


147


ANNUAL REPORT


Maintenance material:


Pig lead


79.66


Gasoline


11.02


Lunches on account of emergency leaks


18.50


Stuffing box packing.


7.85


Hydrant paint, grease, etc.


15.97


Miscellaneous items .


46.45


1,278.70


$2,853.84


NEW SERVICES LAID-1931


Length


Cost Main


Cost Street Line to House $1279.42


Total Cost


App Cost per Foot


1


inch


56


2898' 7""


$1097.95


$2377.37


$ .82


1} inch 2


60' 6"


50.39


58.16


108.55


1.79


2


inch


3


131' 6"


85.02


106.99


192.01


1.46


6


inch


1 12' 6"-Fire Service


173.44


173.44


13.88


Size


No.


in Feet


to Street Line


SERVICE REPLACEMENTS 1931


Size


No


Length in ft.


Cost Main to Street Line


Cost Street Line to House


Total Cost


App. Cost per Foot


*1-22


*B-7


1"


45


*C-16


1104'-9"


$ 737.47


$ 405.98


$1143.45


$1.04


A- 1


13"


3


C- 2


212'-6"


109.18


115.29


224.47


1.06


2"


2


C- 2


171'


129.09


99.47


228.56


1.34


Service Replacements-Emory and Pine Streets


A-81


1"


86


C- 5


1400'-10"


1692.52


98.20


1790.72


1.28


A-1


1를"


2


C- 1


32'


54.81


11.09


65.90


2.06


Service Replacements-North Main Street


1''


8


A-8


141'-11"


192.37


192.37


1.36


*A-Services replaced from main to street line


*B-Services replaced from street line to house


*C-Services replaced from main to house


148


ANNUAL REPORT


149


ANNUAL REPORT


SEWER CONNECTIONS


Total connections January 1, 1931. . 1,756


Buildings served. 1,968 Connections added during 1931. 39


39


Total connections January, 1932. 1,795 2,007


STREET LIGHTING


The following is a list of the number and kind of lights in use January 1, 1932:


Kind


Number


Cost


1000 C. P. 86 $92.04 each


Sunset to 11:30 P. M.


1000 C. P. 29 43.80 each


11:30 P. M. to sunrise


100 C. P. 59 30.00 each All night lights


60 C. P. 1203 20.00 each All night lights


50 C. P. 20 20.00 each All night lights under railroad arches.


COMPARATIVE YEARLY RAINFALL REPORT 1926-1931


1926


1927


1928


1929


1930


1931


Month


Rain


Snow


Rain


Snow


Rain


Snow


Rain


Snow


Rain


Snow


Rain


Snow


January


2.87"


5.50"


2.51"


13.50"


2.17"


0.75"


4.45"


11.00"


3.24"


7.50"


3.39"


8.50"


February


3.70"


21.00"


2.81"


13.50"


3.63"


8.25"


3.25"


15.75"


2.56"


7.25"


2.28"'


6.00"


March . .


2.94"


5.25"


0.74"


2.28"


7.00"


4.33"


6.00"


3.40"


4.72"


1.25"


April.


2.10"


1.00"


1.98"


4.40"


7.49"


1.00"


1.97"


3 15"


May.


2.91"


2.76"


1.96"


3.46"


3.57"


5.53"


June.


1.82"


2.37"


3.96"


1.82"


2.87"'


7.99"


July .


3.41"


3.88"


5.23"


1.30"


2.94"


4.44"


August.


3.58"


11.16"


2.23"


1.11"


1.61"


7.15"


September


1.05"


3.93"


4.66"


4.68"


0.43"


1.47"


October


5.32"


4.84"


3.58"


2.44"


4.58"


2.74"


November


5.47"


4.12"


1.82"


2.00"


2.99"


2.00"


4.08"


0.97"


December


2.86"


17.25"


4.65"


0.50"


2.75"


0.75"


4.51"


10.50"


2.23"


6.00"


2.93"


Totals. .


.. . 38.03"


50.00"


45.75"


27.50"


38.67"


18.75"


41.83"


46.25"


33.48"


20.75"


46.76"


15.75"


ANNUAL REPORT


150


151


ANNUAL REPORT


PUMPING RECORDS SOUTH ATTLEBORO Totals per Month


Month


Hours Pumping


January


.235 hrs. 15 min.


63,900


16,779,000


February .


242 hrs.


62,400


18,285,000


March


231 hrs. 40 min.


64,300


16,758,000


April


160 hrs. 40 min.


54,300


13,285,000


May


184 hrs. 25 min.


57,300


14,625,000


June


206 hrs. 40 min.


62,100


17,327,000


July


213 hrs. 10 min.


64,200


18,093,000


August.


200 hrs.


65,300


18,781,000


September


256 hrs. 30 min.


72,000


22,457,000


October


321 hrs. 45 min.


78,600


25,211,000


November


277 hrs. 45 min.


70,200


21,780,000


December


300 hrs. 10 min.


75,900


23,254,000


Totals


2,830 hrs.


790,500


226.635,000


PUMPING RECORDS SOUTH ATTLEBORO Daily Averages Per Month


Month


Hours Pumping


sumed, lbs.


Meter


January.


7 hrs. 35 min.


2,061


541,258


February


8 hrs. 38 min.


2,229


653,036


March.


7 hrs. 29 min.


2,074


540,581


April


5 hrs. 21 min.


1,810


442,833


May


5 hrs. 57 min.


1,848


471,774


June


6 hrs. 54 min.


2,070


577,567


July


6 hrs. 54 min.


2,252


647,621


August


8 hrs. 33 min.


2,400


748,567


October


10 hrs. 23 min.


2,535


813,258


November


9 hrs. 16 min.


2,340


726,000


December


9 hrs. 41 min.


2,448


750,129


Totals


8 hrs. 1 min.


2,178


624,689


PUMPING RECORDS WADING RIVER Totals per Month


Kilowatts


Gallons


Month


Hours Pumping


Used


Pumped


January


226 hrs. 35 min.


17,140


15,201,000


February


215 hrs. 25 min.


28,190


15,211,000


March


234 hrs. 40 min.


27,940


17,4€0,000


April


239 hrs. 5 min.


27,600


17,779,000


May


249 hrs. 10 min.


27,600


18,376,000


June


245 hrs. 45 min.


27,490


17,710,000


July


297 hrs. 45 min.


27,368


18,671,000


August


269 hrs. 41 min.


23,500


15,982,000


September


236 hrs.


20,370


13,62 ,000


October


237 hrs.


20,600


14,032,000


November


235 hrs. 35 min.


20,490


14,014,000


December


Totals 2,918 hrs.


295,889


195,542,000


Gallons Pumped Venturi


Coal con-


6 hrs. 53 min.


2,071


583,645


September


231 hrs. 20 min.


27,601


17,417,000


Coal con- sumed, lbs.


Gallons Pumped Venturi Meter


152


ANNUAL REPORT


PUMPING RECORDS WADING RIVER Daily Averages per Month


Month


Hours Pumping


Kilowatts Used


Gallons Pumped


January


7 hrs. 18 min.


910


490,355


February


7 hrs. 41 min.


1,007


543,250


March


7 hrs. 40 min.


931


583,000


April


7 hrs. 59 min.


920


592,633


May


7 hrs. 59 min.


952


600,586


June


7 hrs. 47 min.


863


574,250


July


7 hrs. 56 min.


887


571,290


August


9 hrs. 36 min.


883


602,290


September


8 hrs. 59 min.


783


532,733


October.


7 hrs. 37 min.


657


439,645


November


7 hrs. 54 min.


687


468,733


December


7 hrs. 37 min.


661


452,065


Totals


8 hrs. 1 min.


845


537,569


1931 WELFARE LABOR


Number of man hours worked on highway projects and water and sewer work and value of work figured at 50c rate.


H-RESURFACING


Hawthorne Street


1307 Hours @.50


$ 653.50


Alder Street


8222 Hours


@.50


411.25


Brown Street


55


Hours @.50


27.50


Lincoln Avenue


80


Hours @.50


40.00


Linden Street


22


Hours


@.50 11.00


Water Street


160


Hours


@.50


80.00


South Main Street


88


Hours


@.50


44.00


2534} Hours


1,267.25


H-DRAINS-Cleaning


21 Hours


@.50


10.50


H-ROAD OIL AND TAR


Covering oil


399 Hours @.50


199.50


H-STREET CLEANING


2278₺ Hours


@.50


1,139.25


H-PATCHING.


90} Hours @.50


45.25


H-SIDEWALK MAINTENANCE


Hawthorne Street


641


Hours


@.50


320.50


Bank Street.


6


Hours


@.50


3.00


Mendon Road


24


Hours


@.50


12.00


Prairie Avenue


7442 Hours


@.50


372.25


Palm Street


44 Hours


@.50


22.00


Lincoln Avenue.


48


Hours


@.50


24.00


South Main Street


24 Hours


@.50


12.00


Park Street.


38 Hours


@.50


19.00


Sturdy Street


8 Hours


@.50


4.00


I.mory Street


34 Hours


@.50


17.00


16112 Hours


805.75


153


ANNUAL REPORT


H-SIDEWALKS AND CURBING


Linden Street


119


Hours @.50


59.50


Quintin Avenue.


4


Hours


@.50


2.00


Fifth Street


47


Hours


@.50


23.50


Miscellaneous.


134} Hours


@.50


67.25


304} Hours


152.25


H-TEN MILE RIVER AND THACHER BROOK (cleaning river)


80 Hours @.50


40.00


H-STONE


Working in bank and forking


stone .


190} Hours @.50


95.25


ELMWOOD AVENUE SEWER . 1697} Hours


@.50


848.75


SEWER-REPAIR AND CARE


Kilby Street.


56


Hours


@.50


28.00


Hawthorne Street.


128


Hours


@.50


64.00


184


92.00


SEWER-FILTER BEDS (Fall cleaning)


2306 Hours @.50 $1,153.00


EMORY AND PINE STREET IMPROVEMENT


Park drain


230} Hours @.50


115.25


Pine Street (School drain)


8 Hours


@.50


4.00


Pine Street .


59


Hours @.50


29.50


Mulberry Street drain


308


Hours @.50


154.00


Torrey Street drain.


349 Hours


@.50


174.50


Emory Street sidewalks


91


Hours @.50


45.50


10452 Hours


522.75


LEROY STREET IMPROVEMENT


Grading Horton Angell lawn .. . .


25 Hours @.50


12.50


Working on Horton Angell drain, etc ..


63 Hours


@.50


31.50


88 Hours


44.00


P. S .- Cleaning Filter Beds


236 Hours


@.50


118.00


CONSTRUCTION OF BUSHEE STREET


2918 Hours @.50


1,450.00


CONSTRUCTION OF MAJOR STREET


793 Hours @.50


396.50


NORTH MAIN STREET WIDENING


Wall .


6 Hours


@.50


3.00


Test Holes.


72


Hours @.50


36.00


78 Hours


39.00


PARK STREET SEWER EXTENSION "A"


1622 Hours @.50


81.25


EDGEWOOD AVENUE, BENNER PLACE CONSTRUCTION 1164 Hours @.50 582.00


154


ANNUAL REPORT


CURTIS AVENUE DRAIN


10} Hours @.50


5.25


PAYSON STREET CONSTRUCTION


63 Hours @.50


31.00


ELMWOOD AVENUE CONSTRUCTION 1951} Hours @.50


975.75


W-MAIN LINE EXTENSION


Lincoln Avenue


8222 Hours


@.50


411.25


Blackburn Road


213 Hours


@.50


106.50


Linden Street


88} Hours


@.50


44.25


Pleasant Street


6 Hours


@.50


3.00


Commonwealth Avenue.


2092 Hours @.50


104.75


13392 Hours


669.75


W-MAIN EXTENSION AND REPLACEMENT


Pine and Emory Street ---


Emory St. 8" Special


56 Hours @.50


28.00


COMMONWEALTH AVENUE WIDENING


East and West drains-also


cross drains.


2121 Hours @.50


$1,060.50


HOLDEN STREET RIVER BRIDGE (Regrading)


7883 Hours @.50


394.25


W-SERVICES


30 Hours


@.50


15.00


W-MAIN LINE MAINTENANCE


(Lowering mains, etc.)


Curtis Avenue


131 Hours


@.50


65.50


Bushee Street.


44} Hours


@.50


22.25


1752 Hours


87.75


MISCELLANEOUS WORK


Trimming coal at Pumping Station. .


232 Hours


@.50


11.75


Cleaning water yard and burn- ing leaves


92


Hours


@.50


46.00


Cutting brush at Wading River and trimming hedge at P.S. 1232


Hours


@.50


616.00


Repairing tipcarts


16


Hours


@.50


8.00


Snow-plows repair


115


Hours


@.50


57.50


Cleaning river at Bank Street Bridge


30 Hours


@.50


15.00


Flushing sewer on Jefferson


2


Hours


@.50


1.00


Patching water trenches on Forest Street


10 Hours @.50


5.00


1520} Hours


760.25


Street .


Total number of hours. .. . 26,2372


$13,118.75


155


ANNUAL REPORT


Sealer of Weights and Measures


Attleboro, Mass., January 14, 1932


To the Honorable Mayor and Municipal Council of Attleboro,


Gentlemen :-


I hereby submit to you a report of work performed by the Department of Weights and Measures for the year 1931:


Not


Con-


Sealed Adjusted Sealed demned


Platform scales over 5,000


5


1


Platform scales under 5,000


92


69


4


Counter scales under 100


67


6


3


Beam over 100


10


1


Spring scales over 100.


19




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