Reports of town officers of the town of Attleborough 1932, Part 15

Author: Attleboro (Mass.)
Publication date: 1932
Publisher: The City
Number of Pages: 274


USA > Massachusetts > Bristol County > Attleboro > Reports of town officers of the town of Attleborough 1932 > Part 15


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At a meeting of the Council held on August 9, 1932, the sum of $500.00 was transferred from the account Reserve Fund for Transfers to carry out the work on Tyler Street. This vote was approved by the Mayor on August 15, 1932. It was definitely understood at the time that the money was not ample for the work but was to be used in conjunction with welfare help available. This plan


161


ANNUAL REPORT


was carried out. Poor material was removed from the roadway, good foundation was constructed and gravel with tar treatments was given. On the sidewalks poor material was removed from the limits which were rebuilt and replaced with good gravel and stone dust top. Round corners were set at the South Main Street intersection. The unit costs of course are remarkably low. This was made possible only by available welfare labor and the passing along of equipment and deferred charges, a bad business practice in the opinion of the department.


Note must be taken of an item of $1.50 which was obtained as a portion of a tax refund chargeable to this work, making the total expended on this work $501.50.


The stringency of the municipal conditions in New England and in the country was brought home to the department by the insistence of the administra- tion, after we passed mid-year, that every possible penny be saved from ap- propriations for the benefit of the very serious welfare expense. The urgency of our instructions cannot be underestimated.


This reasoning postponed the doing of some work quite necessary which was planned for 1932 and permitted a transfer of $3,300.00 from our highway maintenance division to the Outside Relief Account under the Public Welfare department.


Facts of this kind should be borne in mind so that immediately there is an economic improvement, funds will be provided to cover work thus delayed. Lighting and other transfers have been taken up as this report proceeded.


In the report of 1931 attention was drawn to the comparison of some of our comparable highway expenditures for the years, 1920, 1930 and 1931 and I respectfully suggest that we add to these comparative figures those for 1932. Our highway expenditures for the current year, including new equipment, amounted to $34,759.05, exclusive of the Sidewalks and Curbing expenditure.


When it snows our people insist upon service in clearing it away. Should it be the pleasure of the city government to see that our people obtain this service, they will, of course, be fair enough to replace some of our twelve-year old trucks and other equipment, comparable in age, without delay.


Each year we make continued improvements of a permanent nature within our reasonable funds on drainage conditions locally. This policy should continue. The structures in our highways, guard-fences, small bridges and culverts should be constantly improved to keep pace with conditions controlling the service they have to render.


Why shouldn't an item the size of our street lighting be considered on a long term basis and the best plan utilized for the benefit of the community?


At no time should we forget the importance of a program which will eliminate or remove dead ends on our water mains. It it also essential that we insist on building up an alternate supply for our villages. The building, the pumping- units, the boilers and the entire plant at South Attleboro have been called upon to do excessive work over a long period of years so that we should not forget the importance of rehabilitating and modernizing the plant and equipment at this location.


The sewage system and disposal plant must be brought up to date unless the community expects to take consequences for failure so to do.


From the standpoint of work accomplished and results obtained by the Public Works Department, the year 1932 was a remarkable year. Honest com- parison, back through the history of the City, will demonstrate this fact clearly. Only with the substantial aid and the work of the entire personnel engaged could it have been accomplished and it is with a great deal of pleasure that I take this opportunity of thanking each and every one who contributed to our successful year.


Respectfully submitted, J. O. TABER, Jr., Superintendent of Public Works.


162


ANNUAL REPORT


EXPENDITURES 1932-PUBLIC WORKS DEPARTMENT Charges to December 31, 1932


General Administration


Superintendent's Salary


$ 4,000.00


Engineer's Salary, Asst. Engineer, Rodman, etc.


5,812.20


Clerical labor .


3,556.36


Engineering Supplies


55.01


Office Supplies


250.86


Insurance .


51.40


Superintendent's Auto Maintenance.


97.94


Rent


840.00


Light.


22.46


Telephone


82.33


Incidentals


0.00


$ 14,768.56


Highway Division


Resurfacing


7,707.43


Drains .


2,323.26


Street Sweeping.


1,500.00


Street Patching


4,445.10


Street Cleaning


1,834.73


Sidewalk Maintenance.


2,500.09


Equipment, maintenance and repair


251.72


Road Rollers .


271.63


Auto Maintenance


425.22


Road Oil and Tar .


6,660.43


Crushers


91.39


Ten Mile River and Thacher Brook.


63.58


Insurance .


1,135.13


Rent, Maynard Street Land.


69.60


Vacations


692.53


Signs, Clock and Numbers


202.10


Incidentals ..


13.30


Necessary Expenses within Mass. for securing informa- tion to improve Department service


0.00


Snow and Ice


2,867.19


Sidewalks and Curbing


5,686.74


New Equipment .


1,000.00


Widening . and Commonwealth Avenue,


8,683.12


Emory and Pine Street Improvement.


1,534.43


Leroy Street Improvement .


314.87


Layout and Construction of Payson Street, Clarence, Baltic and 14th Streets 194.69


Holden Street River Bridge


10.11


1925-27 Street Widening Loan.


73.38


Elmwood Avenue Construction


737.22


Curtis Avenue Construction .


239.66


Construction of Major Street


141.09


Construction of Bushee Street 882.01


Park Street Reconstruction.


10,131.37


South Main and Orange Street Drain.


4,200.90


Water Street Drain. .


850.00


Construction of Hazel Street


6,875.29


Allen Avenue Construction. .


2,922.19


Construction of Walls-Hawthorne Street.


195.61


Construction of Tyler Street .


501.50


Merritt Place Reconstruction


200.00


$ 79,133.23


Bridges, fences and culverts .


704.62


North Main Street


163


ANNUAL REPORT


City Survey Street Lighting


1,555.99 $


31,859.12


Water Division


Maintenance Payroll.


$ 8,979.16


Maintenance Material


965.61


New Meters.


1,547.94


Services


2,434.80


Shop and Barn


371.68


Maintenance of Buildings


149.51


Main Line Maintenance


2,226.84


Auto Operation


892.92


Insurance


1,050.78


Taxes


317.38


Incidentals . .


.73


Necessary Expenses within Mass. for securing informa- tion to improve Department service 0.00


18,937.35


Main Line Extension


4,000.30


Water Main Extension and Replacements in Emory and Pine Streets


27.03


Newport Avenue Water Main.


507.18


Emergency Water Supply Operation.


21.07


Pumping Station Division


Payroll


7,599.45


Fuel.


10,657.87


Oil


139.76


Pumps


46.89


Boilers


208.93


Cleaning Filter Beds.


106.86


Care of Equipment, Grounds and Beds.


143.53


Light.


175.48


Phone.


189.24


Incidentals


26.00


19,294.01


Sewer Division


Filter Beds.


1,786.84


Repair and Care of Sewers


688.16


2,475.00


Park Street Sewer Extension


368.16


Elmwood Avenue Sewer


48.71


Bishop Street Sewer .


694.94


1928 Sewer Extension.


48.82


Rifle Range.


145.19


$173,884.66


Resurfacing


Bacon Street.


$ 7.98


Bank Street .


119.47


Brown Street.


23.27


Claflin Street.


290.16


Clifton Street.


115.13


County Street


193.72


Deantown Road.


7.06


Hazelwood Avenue.


310.04


Highland Avenue.


328.99


164


ANNUAL REPORT


Holden Street


662.90


Hope Street .


363.10


Irving Avenue.


464.10


Leedham Street


19.26


Lindsey Street.


98.27


Locust Street


19.79


Mendon Road


521.37


Orange Street


757.44


Park Street.


30.98


Phillips Street


46.31


Pond


16.79


Read


46.70


Robinson Avenue


187.92


South Main .


7.31


Thacher Street.


113.44


Tiffany .


19.84


Union Road.


35.51


Upland Road.


227.29


Water Street.


2,253.58


West .


17.50


West Carpenter Street.


21.02


General


381.19


$ 7,707.43


DRAINS MAINTENANCE


Holman Street at Brook Street


$ 28.03


Material.


50.57


$ 78.60


Mendon Road at Turner Street


Labor


82.05


Material


50.05


132.10


Olive Street


Material .


462.63


Orange Street


Labor


100.87


Material


403.66


504.53


Peck Street


Labor


18.50


Material


39.90


58.40


Drain and Basin Repair


Labor


29.02


Material.


14.09


43.11


Cleaning Catch Basins


Labor


945.42


Material


98.47


1,043.89


2,323.26


STREET SWEEPING


Labor


$1,494.23


Material


5.77


$ 1,500.00


Labor.


165


ANNUAL REPORT


STREET CLEANING


Gutters and Scraping Labor. .


1528.59


Material


306.14


1,834.73


STREET PATCHING (Bituminous and Gravel) Labor and Material Account


370.8 T. No. 2 Stone and 151.5 T. Pea Stone


719.71


7029 Gals. Winter Patch.


808.40


1408 Gals. Tarvia K. P.


194.16


Truck and horse operating charges


392.90


Miscellaneous-Sand, gravel and small items


55.71


Labor


Mixing, placing, handling materials


2,274.22


4,445.10


SIDEWALK MAINTENANCE


Labor and Material


Labor.


$2,145.48 354.61 $ 2,500.09


Material


EQUIPMENT, MAINTENANCE AND REPAIR


Labor


100.29


Material


151.43


251.72


ROAD ROLLERS


Labor .


153.74


Material.


117.89


271.63


AUTO MAINTENANCE


Repairs, general maintenance, etc.


ROAD OIL AND TAR


Oil Tar and Sand


Labor.


938.66


Material


5,036.03 .


5,974.69


General


Labor


38.36


Material .


647.38


685.74


6,660.43


BRIDGES, FENCES AND CULVERTS


Guard fence repair and maintenance


59.73


Material


112.63


172.36


Culvert extensions and head walls


Labor.


119.07


Material


69.84


188.91


Bridge repairs


Labor.


31.98


Material


182.22


214.20


General Account


Labor.


11.05


Material


118.10


129.15


704.62


Labor.


425.22


166


ANNUAL REPORT


CRUSHERS


Labor. ..


$ 27.30 64.09 $ 91.39


Material


TEN MILE RIVER AND THACHER BROOK


Labor.


Material


54.46 9.12


63.58


SIGNS, CLOCKS AND NUMBERS


Signs-new signs, erection, etc.


13.34


Clock.


153.03


Numbers, etc.


35.73


202.10


SNOW AND ICE


Labor


2 246.43


Material


620.76


2,867.19


SIDEWALKS AND CURBINGS


Labor


1,632.09


Material:


Curbing-straight, circle, returns


2349.56


Recording Assessments. 47.64


Cement and lampblack 1015.99


Sand, gravel and stone. 230.75


Miscellaneous.


410.71 4 054.65


5,686.74


Curbing List:


Streets


Linear Feet 34.10


Holman


157.60


Maple


46.45


Mulberry


120.70


Orange


152.02


Pleasant


14.40


Tappan Avenue .


55.00


Thacher .


85.60


Upland Road.


846.20


Total


1,512.07


Granolithic Sidewalks:


Walks


Drives


Location


Sq. Yards Sq. Yards


Benefit Street.


27.77


7.57


County Street .


162.70


13.88


Crandall Court .


36.65 8.25


Falmouth.


167


ANNUAL REPORT


Emory Street.


114.02


16.24


Foley Street ..


34.33


7.05


Franklin Street


113.81


7.11


Maple Street .


35.72


7.48


No. Main Street


139.57


Orange Street.


343.53


50.27


Park Street


175.08


10.66


Peck Street


98.92


8.50


Pine Street .


150.20


9.57


Pleasant Street.


16.34


34.65


Prospect Street .


71.36


8.82


Thacher Street .


63.32


7.68


1,583.32


197.73


NEW EQUIPMENT


Material


$


1,000.00


NORTH MAIN STREET AND COMMONWEALTH AVENUE WIDENING


North Main Street-Drain Labor and Material $ 106.46


North Main Street-Removing Stumps Labor


43.64


North Main Street-Setting Curb and Round Corners Labor and Material.


87.85


North Main Street-Planting Trees Labor and Material


248.31


North Main Street-General Account


Labor.


54.96


*Contract-Perini and Ampolini 4,749.47


Rock Excavation-Labor 3.00


Material-Maintenance Charges, Repair Charges, etc. 108.30


4,915.73


*Final payment.


Commonwealth Avenue-East and West Drains Material


$ 396.60


Commonwealth Avenue-Slopes


Labor and Material 186.44


Commonwealth Avenue-Fence at H. Richardson's


Material .


8.82


Contract-Providence Fence Co. 549.46


558.28


Commonwealth Avenue-General Account


Labor. 38.36


*Contract-T. J. Quinn & Son, Inc. 1,556.19


Roadway-Labor and Material. 328.73


Rock Excavation-Labor and Material. . 27.52


Material 189.01 2,139.81


8,683.12


*Final Payment


16S


ANNUAL REPORT


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


Labor 25.58 169.11 194.69


Material


HOLDEN STREET RIVER BRIDGE


Labor


10.11


1925-27 STREET WIDENING LOAN


Labor


34.60


Material


38.78


73.38


CURTIS AVENUE CONSTRUCTION


Labor


3.00


Material-


236.66


239.66


ELMWOOD AVENUE CONSTRUCTION


Labor


381.28


Material


355.94


737.22


CONSTRUCTION OF BUSHEE STREET


Labor


449.29


Material


432.72


882.01


CONSTRUCTION OF MAJOR STREET


Labor.


49.53


Material


91.56


141.09


WATER STREET DRAIN


Labor


329.05


Material


520.95


850.00


CONSTRUCTION OF TYLER STREET


Labor


323.60


Material


177.90


501.50


CONSTRUCTION OF WALLS-HAWTHORNE STREET


116.24


Labor Material


79.37 195.61


169


ANNUAL REPORT


MERRITT PLACE RECONSTRUCTION


Labor


185.97


Material


14.03


200.00


ALLEN AVENUE CONSTRUCTION


Allen Avenue Drain


Labor.


488.75


Material


503.24


991.99


General Account


Labor. 7.49


Roadway excation, grading sidewalks-


labor


1779.78


Material


142.93


1,930.20


2,922.19


PARK STREET RECONSTRUCTION


Bishop Street Drain


Labor and Material.


$ 1,009.68


Removing Stumps


Labor.


86.36


Rock Excavation


Labor and Material


48.99


Constructing Walls


Labor and Material.


337.80


Setting Curb and Round Corners, excavating and Surfacing and Repairing Sidewalks Labor and Material.


7,648.90


General Account


Labor and Material. 477.21


Truck Charges, Repairs, etc.


522.43


999.64


10,131.37


PINE AND EMORY STREET IMPROVEMENT


Labor


$ 538.06


Material


996.37


1,534.43


LEROY STREET IMPROVEMENT


Labor


$ 94.18


Material


220.69


314.87


CONSTRUCTION OF HAZEL STREET


Mulberry Street Drain


Labor.


2,450.96


Material


2,508.81 4,959.77


170


ANNUAL REPORT


Hazel Street-Relocate and Lower 6" Main


Labor


51.31


General Account


Labor $ 47.82


Roadway excavation, grading sidewalks


Labor and Material 1602.60


Recording Plans, etc ..


8.45


Material


205.34


1,864.21


6,875.29


SOUTH MAIN AND ORANGE STREET DRAIN


Orange Street-Drain


Labor


$2273.51


Material


1289.72


3,563.23


So. Main Street-Reset Curb and Set Circle Curb


Labor


27.20


Material


16.57


43.77


General Account


Labor. 70.06


So. Main St .- Roadway Surfacing- Labor and Material. 320.03


Remove Rails-Labor


30.96


Truck Repairs-Material.


38.40


Material


134.45


593.90


4,200.90


SEWERS, OPERATION AND MAINTENANCE


Caretaker at Beds


$ 1,360.67


Maintenance of Beds


Labor.


250.54


Material


89.95


340.49


Maintenance and Operation of Sewer System Labor and Material .


512.09


City of Attleboro-Water Charge


100.00


612.09


Insurance


85.68


Taxes


Town of Seekonk


59.15


City of Pawtucket


16.92


76.07


2,475.00


ELMWOOD AVENUE SEWER EXTENSION


Labor.


$ 12.83


Material


35.88


48.71


171


ANNUAL REPORT


PARK STREET SEWER EXTENSION


Labor


228.17


Material


139.99


368.16


1928 SEWER EXTENSION


Labor


$ 2.10


Material


46.72


48.82


BISHOP STREET SEWER


Labor


$ 557.42


Material


137.52


694.94


HIGHWAY DEPARTMENT Comparison of Itemized Expenditures for 1930- 1931-1932


1930


1931


1932


Resurfacing


$19,373.43


$ 8,649.33


$ 7,707.43


Drains Maintenance


6,828.92


2,113.07


2,323.26


Street Sweeping


1,954.25


1,953.58


1,500.00


Street Patching.


8,302.92


6,667.02


4,445.10


Street Cleaning


4,602.12


3,559.33


1,834.73


Sidewalk Maintenance


3,067.69


2,569.58


2,500.09


Equipment, Maintenance and Repair.


400.03


290.34


251.72


Road Rollers.


783.09


357.79


271.63


Road Oil and Tar. .


12,929.14


11,137.07


6,660.43


Bridges, Fences and Culverts.


3,163:96


2,259.23


764.62


Crushers.


303.63


620.87


91.39


Ten Mile River and Thacher Brook


322.08


234.77


63.58


Traffic Painting.


1.89


0.00


0.00


Insurance


1,507.28


1,548.08


1,135.13


Rent-Maynard St. Land .


69.60


69.60


69.60


Vacations.


417.48


677.89


692.53


Signs, Clock and Numbers.


302.40


194.49


202.10


Incidentals.


119.81


24.73


13.30


Snow and Ice .


3,447.30


3,706.41


2,867.19


Necessary Expenses within Mass. for securing information to improve Depart- ment Service.


1.15


0.00


0.00


Necessary Expenses outside Massachusetts for securing information to improve De- ment Service.


110.00


0.00


0.00


$69,354.80


$47,287.51


$33,759.05


New Equipment.


5,887.19


321.70


1,000.00


$75,241.99


$47,609.21


$34,759.05


Highway Auto Maintenance.


1,346.63


654.33


425.22


*Excludes Sidewalks and Curbing as this is the first year this was put into the highway maintenance budget.


172


ANNUAL REPORT


1930 Drains Maintenance used in plan to keep men working on Maple, Lafayette, Bank and Olive Street easterly of Railroad, co-ordinating with street improvements.


Expenditures as mentioned on Bank Street in 1930 were carried into Drains Maintenance in 1931.


1932 Drains Maintenance includes material purchased to put men to work on Olive Street westerly of Railroad and to complete Orange Street drain to Parker Street.


MAIN LINE EXTENSIONS AND REPLACEMENTS


Length


Size


Total Cost


App. Cost per foot


Adamsdale Ave. (From VandeKer-


kove's to Cross St.).


203'


6"


$ 279.15


$1.38


Adamsdale Ave. (From Allen Ave.


to opposite No. 91)


305'


6""


414.99


1.36


Ashton Road-(North and South of Lincoln Ave.)


194.5'


8"


446.37


2.29


Lincoln Ave-(to Ashton Road with hydrant)


44'


6"


224.39


5.10


Ellis Street.


179'


6"


183.26


1.02


Gardner Street-replacement .


196'


10"


604.41


3.08


Hope Street


139.5'


6"


404.94


2 90


Jessie Avenue.


273'


6"


Mendon Road.


53'


6"


Mendon Road .


26'


8"


786.52


2.23


Merritt Place-replacement (No. Main St. easterly).


270'


6"


448.14


1.66


Oak Hill Avenue-replacement.


605'


6"


945.49


1.56


Orange Street-replacement (So. Main to Pine St.).


562.2'


8"


1376.79


2.45


Tufts Street-(Special act of the City Government)


97'


2"


94.62


.97


Totals


3147.2'


$6209.07


PERMANENT IMPROVEMENTS Main Line Maintenance


Relocate Hydrants and Cut in Gates (6") Length


Size


Total Cost


Hazel St., cor. Major St. 4" 2 way Ludlow hydrant. 5' bury


$ 32.48


Holden St., cor. Benefit St. 5" 3 way Corey Hydrant. 5' bury


63.43


Holden St., cor. Hope St. 5" 3 way Corey hydrant. 5' bury James St., cor. Major St. 5" 3 way Ludlow hydrant. 5' bury


65.17


Lindsey St. 3rd hydrant 5" 3 way Corey hydrant. 5' bury


46.04


Lindsey St. Last hydrant 5" 3 way Corey hydrant. 5' bury


46.06


Martin St., cor Mulberry St. 4" 3 way Ludlow hydrant. 5' bury


42.25


Robinson Ave. 2nd hydrant from Highland Ave. 5" 3 way Corey. 4'6" bury


48.48


Washington St., south of Highland Ave. 5" Corey hydrant. 2 way with 1 steamer nozzle


50.76


Relocate Hydrant


Holden St., 1st hydrant from No. Main St. 5" 3 way Corey hydrant. 5' bury


19.55


Holden St., cor. Bank St. 4" 3 way Ludlow hydrant. 5' bury 16.94


54.51


173


ANNUAL REPORT


Gates Cut In


Martin St., cor. Brownell St. 4" gate


27.98


Park Ave., cor. Dunham St. 8" gate


68.37


So. Main St., southeast cor. Lamb St. 12" gate 133.91


Relocate-Replace hydrants and Cut In 6" Gates


Park St., near No. 575-replace 4" Ludlow hydrant with 5" Corey hydrant. 3 way, 5' bury. 130.90


Park St., near No. 633-replace 4" Ludlow with 5" Corey hydrant. 3


way, 5' bury 111.44


Replaced Hydrants and Cut In Gates and Lowered 6" Main


Allen Ave. from No. 66 to Cross St .- Lowered 6" main 289.67


Hazel St .. cor. Maple St .- replaced 4" Corey hydrant with 5" Corey hydrant. 3 way, 5' bury. 109.25


Lafayette St .- lowered 6" main Replaced 4" Corey hydrant with 5" Corey hydrant. 3 way, 5' bury 193.13


Pipe Replacements and Crosses Cut In


Hazel St., cor Maple St .- 6" pipe replacement 36' 6" 131.66


Martin St., cor. Mulberry St .- replaced 6" pipe and cut in cross 36' 6" 145.96


Mulberry St., northeast cor. Hazel St .- replaced 1 1-2"


pipe with 6" pipe 24' 6" 94.67


Totals. $1,922.61


WATER MAIN EXTENSIONS AND REPLACEMENTS IN EMORY AND PINE STREETS


Material


$ 27.03


NEWPORT AVENUE WATER MAINS


Labor.


$ 80.05


Material


427.13 507.18


MAIN LINE MAINTENANCE


Labor


Line gate leaks and boxes


79.57


Cutting in gates and extending hydrant positions. 339.26


Miscellaneous main line repairs, etc. (including stand- pipes, blowoffs and hydrants). 419.39


838.22


Material


Corey hydrants and parts


378.43


Gate valves.


367.91


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


514.88


Maintenance Material :


Pig Lead


18.16


Gasoline.


5.38


Lunches on account of emergency leaks


4.00


Stuffing box packing


7.88


Hydrant paint, grease, etc.


11.95


Miscellaneous items.


80.03


1,388.62


$2,226.84


174


ANNUAL REPORT


NEW SERVICES LAID-1932


Size


No.


Length in Feet 1358' 10"


to Street Line $484.83


$636.70


Total Cost $1,121.53


App. Cost per Foot


1-inch


22


$ .83


SERVICE REPLACEMENTS -- 1932


Size


No.


Length in Feet


Cost Main to Street Line


Cost Street Line to House


Total Cost


App. Cost per Foot


*A-26


*B- 4


1-inch


51


*C-21


1373' 3"


$901.95


$524.64


$1,426.59


$1.04


1 2inch


3


C- 2


151'


68.77


115.44


184.21


1.22


2-inch


1


C- 1


16'


29.14


15.65


44.79


2.80


SERVICE EXTENSIONS-1932


1-inch 3


B- 3


66'


36.49


36.49


.55


*A-Services replace from main to street line.


*B-Services replaced from street line to house.


*C-Services replaced from main to house.


SEWER CONNECTIONS


Total connections January 1 1932 1795


Buildings served.


2007


Connections added during 1932. . . 20


20


1815


2027


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


$90.00 each


Sunset to 11:30 p. m.


1000 C. P. 29


30.00 each


11:30 p. m. to sunrise


250 C. P.


1 45.00 each


All night light


100 C. P.


59 30.00 each


All night lights


60 C. P.


1215


16.50 each


All night lights


60 C. P.


20


16.50 each


All night lights under railroad arches


A- 1


Cost Main Cost Street Line to House


COMPARATIVE YEARLY RAINFALL REPORT 1927-1932


1927


Rain


Snow


Rain


1928 Snow


Rain


1929 Snow


Rain


1930 Snow


Rain


Snow


Rain


1932 Snow


January


2.51"


13.50"


2.17"


0.75"


4.45"


11.00"


3.24"


7.50"


3.39"


8.50"


11.96"


5.50"


February.


2.81"


13.50"


3.63"


8.25"


3.25"


15.75"


2.56"


7.25"


2.28"


6.00"


1.73"


9.75"


March .


.74"


2.28"


7.00"


4.33"


6.00"


3.40"


4.72"


1.25"


6.17"


1.00"


April.


1.98"


4.40"


7.49"


1.00"


1.97"


3.15"


1.73"


May.


2.76"


1.96"


3.46"


3.57"


5.53"


1.57"


June.


2.37"


3.96"


1.82"


2.87"


7.99"


1.90"


July .


3.88"


5.23"


1.30"


2.94"


4.44""


2.84"


August.


11.16"


2.23"


1.11"


1.61"


7.15"


6.28"


September


3.93"


4.66"


4.68"


0.43"


1.47"


7.72"


October .


4.84"


3.58"


2.44"


4.58"


2.74"


5.82"


November.


4.12"


1.82"


2.00"


2.99"


2.00"


4.08"


0.97"


4.85"


December .


4.65""


.50"


2.75""


.75"


4.51"


10.50"


2.23"


6.00"


2.93"


1.52"


5.25"


Totals .


45.75"


27.50"


38.67"


18.75"


41.83"


46.25"


33.48"


20.75"


46.76"


15.75"


48.09"


21.50"


ANNUAL REPORT


175


1931


176


ANNUAL REPORT


PUMPING RECORDS Snow Pump-South Attleboro Station Totals per Month


Month


Hours Pumping


Coal con- sumed, lbs.


Gallons Pumped Venturi Meter


January


281 hrs. 35 min.


74,700


20,826,000


February


257 hrs. 20 min.


65,472


19,373,000


March.


275 hrs. 25 min.


72,730


20,874,000


April


260 hrs. 5 min.


66,950


19,539,000


May


292 hrs. 30 min.


72,820


22,898,000


June.


301 hrs.


77,900


24,111,000


July


331 hrs. 40 min.


92,125


26,545,000


August


316 hrs. 55 min.


84,000


24,546,000


September


295 hrs. 45 min.


76,500


23,652,000


October


367 hrs. 50 min.


87,500


31,035,000


November


406 hrs. 10 min.


98,400


35,118,000


December


412 hrs. 10 min.


99,900


35,004,000


Totals


3 798 hrs. 25 min.


968,997


303,521,000


PUMPING RECORDS Snow Pump-South Attleboro Station Daily Averages Per Month


Month


Hours Pumping


sumed, lbs.


Gallons Pumped Venturi Meter


January


9 hrs. 5 min.


2,410


671,806


February


8 hrs. 52 min.


2,258


668,034


March


8 hrs. 53 min.


2,346


673,355


April .


8 hrs. 42 min.


2,232


651,300


May


9 hrs. 26 min.


2,323


738,645


June.


10 hrs.


2,597


803,700


July


10 hrs. 42 min.


2,972


856,290


August


10 hrs. 13 min.


2,710


791,806


September.


9 hrs. 52 min.


2,550


788,400


October


11 hrs. 52 min.


2,823


1,001,129


November


13 hrs. 32 min.


3,280


1,170,600


December


13 hrs. 17 min.


3,223


1,129,161


Totals


10 hrs. 22 min.


2 644


828 686


Coal Con-


177


ANNUAL REPORT


PUMPING RECORDS WADING RIVER Totals Per Month


Month


Days


Hours Pumping


Kilowatts Used


Gallons Pumped


January


31


235 hrs. 55 min.


20,460


13,962,000


February


29


221 hrs. 5 min.


19,150


13,085,000


March


31


241 hrs. 50 min.


21 020


14,408,000


April


30


227 hrs. 30 min.


19,710


13,568,000


May


31


235 hrs. 20 min.


20,380


14,030,000


June


30


228 hrs. 55 min.


19,690


13,587,000


July


31


237 hrs. 5 min.


20,270


14,009,000


August


31


240 hrs. 40 min.


20,180


13,795,000


September


30


230 hrs. 20 min.


18,950


12,561,000


October


22


165 hrs. 10 min.


11,970


6,933,000


November


1


2 hrs. 50 min.


210


79,000


December


1


5 hrs. 15 min.


330


167,000


Totals


2,271 hrs. 55 min.


192,320


130,184,000


PUMPING RECORDS WADING RIVER Daily Averages Per Month


Month


Hours Pumping


Kilowatts Used


Gallons Pumped


January


7 hrs. 37 min.


660


450,387


February


7 hrs. 37 min.


660


451,207


March


.7 hrs. 48 min.


678


464,774


April


7 hrs. 35 min.


657


452,267


May


7 hrs. 35 min.


657


452,581


June


7 hrs. 38 min.


656


452,900


July


7 hrs. 38 min.


654


451,903


August


7 hrs. 46 min.


651


445,000


September


7 hrs. 40 min.


632


418.700


October


7 hrs. 30 min.


544


315,136


November


2 hrs. 50 min.


210


79,000


December


5 hrs. 15 min.


330


167,000


Totals


7 hrs. 2 min.


582


383,405


178


ANNUAL REPORT


Report of the Police Department


To His Honor Mayor Stephen H. Foley, and Municipal Council,


Gentlemen :-


I herewith submit the Annual Report of the Police Department for the year ending December 31, 1932.


ROSTER OF THE DEPARTMENT


Chief Terence E. Flanagan


Lieutenant Franklin McKay


Sergeants


William J. Sargeant


William D. Norwood


Patrolmen


John Bora Joseph F. O'Donnell


Joseph P. McBride


John J. Kelly


Donat E. Pion


Charles E. Brown


Joseph A. Fredette


Joseph A. Deland


Eugene J. LaCroix


Charles M. Brogan


William Doucette


Ernest W. Holt


Gilbert E. Orr


Peter Marron


Charles E. Willis


John F. Drew


William J. Desonier


John J. Bora


Horace A. Clifford


James H. Mulkern


Reserve Officers


Howard O'Hare James T. Doyle Joseph E. Heagney


Lawrence R. Johnson Primino Gazzola


CRIME


On the evening of January 20, 1932, Patrolman Edward E. Gobin was shot and almost instantly killed by Roland G. Bousquet of Norton. Reports of a "Peeping Tom" in the Peck and Dean Street section of the city came into Head- quarters about 10.00 P. M., and Officer Gobin accompanied by Reserve Officer Lawrence R. Johnson was sent to investigate. Meeting Bousquet on Dean Street, the officers asked him to accompany them to the Police Station and put him in the rear seat of the automobile. Soon after the journey for the Station was started pistol shots rang out and Johnson fell from the car seriously wounded. Gobin who was driving slumped behind the wheel and either fell from the car or was




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