Reports of town officers of the town of Attleborough 1949, Part 5

Author: Attleboro (Mass.)
Publication date: 1949
Publisher: The City
Number of Pages: 142


USA > Massachusetts > Bristol County > Attleboro > Reports of town officers of the town of Attleborough 1949 > Part 5


Note: The text from this book was generated using artificial intelligence so there may be some errors. The full pages can be found on Archive.org (link on the Part 1 page).


Part 1 | Part 2 | Part 3 | Part 4 | Part 5 | Part 6 | Part 7 | Part 8


Treasury Bond


62.50


62.50


63.00


Resurfacing of Roadways


1,457.00


$21,033.00


$21,006.68


$23,577.00


Balance


26.32


Board of Managers, Attleborough Hospital, Inc. Operating Sturdy Memorial Hospital for the City of Attleboro


C. Wallace Cederberg, Chairman


Members Ex-Officio 1949


Victor R. Glencross


William J. Luther


Francis J. O'Neil, Mayor


John W. McIntyre


William Marshall, City Treasurer


Harold E. Sweet


Samuel M. Stone


James A. Freeman, President of Municipal Council


1949


59


ANNUAL REPORT


Report of Inspector of Buildings


To His Honor the Mayor and Municipal Council:


I herewith submit the annual report of the Building Inspector. The total number of permits issued 503, estimated value amounting to $1,387,336. For the year 1949.


RECOMMENDATIONS


Since assuming the office of Acting Building Inspector January 1, 1947 the activities of the office have increased three fold, but no expense account has been granted for the establishment of an up to date filing system or the expense of inspections.


I recommend that an appropriation be made to purchase filing cabinets and printed forms required, also an appropriation to cover the maintenance of the Inspector's auto.


APPROPRIATION


Salary


$1,000.00


Office supplies, etc. 200.00


Maintenance


200.00


APPRECIATION


At this time I wish to express my appreciation for the assistance and advice given me by the City Solicitor, the co-operation of the Planning Board and Board of Appeal. Also the Wire Inspector who has assisted me in numerous cases of violations of the Building, Zoning and Electrical Codes.


Respectfully submitted, Joseph O. Mowry, Acting Building Inspector


60


Month


Permits


Dwellings


Alterations


Shingle


Business


Alterations


Garage


Misc.


Raze


Jan.


17


8-$ 57,000


3-$ 4,000


2-$10,000


1-$ 400


2-$ 125


1


Feb.


13


3-


24,000


2- 4,000


2-$ 1,100


4- 19,100


2- 1,100


March


30


5-


28,000


7- 12,400


12-


6,366


1-$ 8,000


3- 10,700


1- 400


1


April


68


12-


56,500


11-


3,950


13,741


1- 2,000


4- 25,100


7- 3,100


1-


50


5


May


53


8- 30,500


7- 6,425


21-


7,860


3- 18,400


4- 38,600


3- 1,950


3- 3,475


4-


1,800


1


June July


47


10-


67,800


1,755


15-


6,390


6- 60,500


2- 3,750


5- 1,500


3-


632


Aug.


47


13-


60,000


11-


11,585


13-


3,659


10,000


8- 3,650


1


Sept.


44


13-


74,800


8-


10,415


2,510


1- 10,800


8,875


3,450


3-


550


3


Oct.


46


4- 22,000


11-


4,760


19-


7,040


1- 12,000


4-


11,900


3- 2,650


3-


265


1


Nov.


35


11-


66,700


3-


1,200


14-


5,585


3-


1,050


3- 1,550


Dec.


23


14- 74,000


3-


850


1-


200


2- 500


2-1,150


1- 300


TOTALS


Permits


503


Dwellings


149


$937,898.00


Alterations


77


$68,940.00


Shingle


146


$50,021.00


Business


18


$160,300.00


Alterations


33


$138,825.00


Garages


45


$23,750.00


Misc.


19


$7,602.00


TOTAL VALUE


$1,387,336.00


Raze


16


4-


48-


376,598


5-


11,600


12-


5,570


4- 45,900


1,725


1- 3,500


6-


1-


7-


2-


7-


ANNUAL REPORT


30-


80


61


ANNUAL REPORT


Report of Public Works Department


To His Honor the Mayor and the Honorable Municipal Council:


Gentlemen:


I herewith submit the annual report of the Public Works Department for the year 1949.


As the scheduled detail will show the work, both maintenance and new construction has been diversified and well distributed throughout the City.


The number of new streets accepted and constructed unfortunately re- sulted in our being unable to completely meet the maintenance schedule set up for this year, with the result that considerable resurfacing will be necessary during 1950. A limited personnel added to our difficulty.


The department is very fortunate in having a personnel that in its entirety, for diversified ability, willingness and co-operative spirit is equalled by none that I have ever heard about.


Our mechanical equipment I feel safe in saying is not surpassed by many cities much larger than ours and the remarkable condition of all the units reflects the unusual skill and attention to detail of our garage maintenance crew under the direction of the exceptionally able foreman, Mr. Byron Blanchard. It is due to his skill and knowledge that many of our very old trucks (16 years and older ) are working every day.


I would like very much to see a truck-mounted one-half yard shovel with back hoe attachment purchased. A mobile unit of this type would be of great value for water services and small drain and trench work and so used, would not require our three-quarter yard big shovels to be diverted from street construc- tion or heavy work.


The Brook St. Drain project to eliminate the open ditch between Dunham and Maple Streets was very capably carried on by R. Zoppo, the contractor for the entire project. 48" diameter concrete pipe was placed between Maple Street and East Street and the open channel between Maple Street and Dexter Street was deepened and widened by the same contractor with his power shovel.


This project has been required for many years and with the completion of the drainage will allow the City to follow with a permanent street surface. The project will be a great benefit to this rapidly expanding industrial area.


The water supply development for the City is being ably carried on by the engineering specialists in this work from the Thomas Worcester Co., consultants, on this project. The development of more gravel packed wells is imperative, also added storage area should be provided near the West Street Pumping Station.


Whereas the long range planning for water supply is obviously necessary for our City, there are several conditions at our West Street Pumping Station that, in my opinion, require immediate study to insure the continuous mechanical operation of this plant.


First, the main pumping unit is driven by a 200 horsepower electric motor with one operating switch board. The second, or stand-by unit, is a Snow pump operated by a cross compound Corliss Steam Engine of 130 horsepower which was erected in 1914. This unit is old but could be placed in excellent condition at a reasonable expense, and is definitely too valuable to scrap.


62


ANNUAL REPORT


The steam boilers for this pump are forty-three years old and are definitely a liability both to the operators and the plant when carrying the necessary high steam pressure.


The very grave and ever present hazard is an electrical failure rendering the motor driven pump useless, which actually occurred about three years ago when lightning burned out several sections of the motor requiring a repair job lasting five days, and at the same time, which is not an impossibility, a boiler failure, which would render this station entirely useless for water supply.


I suggest that a study be made immediately for the replacement of these old steam boilers with a Scotch marine or water tube self-contained boiler, which requiring no setting, would be more economical than the present return tubular type.


This boiler replacement would insure the operation of this station at all times barring some unforeseen accident or pipe failure.


Another situation at this station concerns operating personnel. At present there is only one engineer that is entirely capable of starting this steam pump in an emergency and should he be incapacitated, the safe operation of this unit would be uncertain; thereby jeopardizing the welfare of the entire City as con- cerns water supply.


I recommend that a fourth operator, a man having a Mass. steam engineers license, be immediately employed to insure the operation of the steam plant in case of an electrical failure rendering the motor and pump useless.


This steam pumping unit erected in 1914 should have some repairs on the water end to place it in very good condition, although it is a very dependable unit at present, and is too valuable to scrap.


At the Wading River Pumping Station in Mansfield the only source of power for pumping is a 300 horsepower Sterling gasoline engine 20 years old which in the original installation was intended as a standby unit only.


I recommend that an electric motor and switch board for the control of same or a Diesel engine for main power be installed at once at this station and an agreement with the Town of Mansfield be written for supplying the necessary electric current to operate this station.


The operation of this station is absolutely imperative in case of a total power failure at the West Street Station.


The water main extension project started in the late fall by the con- tractor D'Alessandro of Hyde Park, Mass., beginning on Read Street at West Street and was laid easterly toward Hebronville. The winter was very mild with little or no frost so that the progress was remarkable until January 1, 1950.


The relocation of West Street, straightening the Braid Mill Curve, so- called, was nearly completed before cold weather stopped work. This con- struction carried on by Walsh and Babineau, the contractors, reduces consider- ably a traffic hazard.


Our engineering department being already one man short, was further reduced by the necessity of having one engineer as an inspector on the water main bond issue project, but the remaining two men carried on splendidly with the result that all engineering work was completed on schedule.


In conclusion, I wish to express to His Honor, the Mayor, the members of the Municipal Council, Department Heads, the Press, and to our own personnel for their fine cooperation, our full appreciation.


Respectfully submitted,


Russell F. Tennant,


Act. Superintendent Public Works


63


ANNUAL REPORT


ROAD CONSTRUCTION-STREETS ACCEPTED AND CONSTRUCTED


Name


Length


Sq. Yds.


*Westminster Avenue


670'


1940


*Scott Street


900'


* Newton Street


900'


* Rosewood Avenue Belair Avenue


1200'


3472


*Linden Street - ext.


420'


* Dale Avenue


650'


Locust Street


2700'


Completed


Raeburn Drive


300'


Woodland Lane


300'


Ridgewood Road


600'


* Division Street


750'


"High Street


235'


2170


* Riverbank Road


185'


565


*Cypress Road


1200'


*Ellis Street no cons.


285'


* Marjorie Street no cons.


512'


*High Street


232'


Total


12618'


10001


( *Streets adopted by Municipal Council 1949)


RECONSTRUCTION OF OILED GRAVEL ROADWAY STREETS


Name


Description


Length


Sq. Yds.


James Street


Pearl Street to School Street


300'


West Street


at Rocklawn Avenue


400'


Hope Street


South of Holden Street


300'


Holden Street


West of Hope Street


300'


Tiffany Street


South Ave. 1200 ft. southerly


1200'


3333


West Street


And Rocklawn Avenue


600'


2850


South Main Street


Dodgeville


600'


Mendon Road


390'


Pond & Bacon Street


652


Total


4090


6835


SURFACE TREATMENT AND HONING


Name


Description


Length


Sq. Yds.


Pike Avenue


Pleasant Street


2380


5300


Richardson Avenue


Norton Line westerly


1000'


Elmwood Avenue


Dennis Street to end


1200'


Wilmarth Street


Pike Avenue southerly


2640'


Slater Street


Wilmarth Street easterly


3062'


Slater Street


Wilmarth Street westerly


2200'


Smith Street


Slater Street to Rehoboth line


5000'


Total


17482'


5300


579'


1854


64


ANNUAL REPORT


DRAINAGE PIPE LINE CONSTRUCTION


West St. at Rocklawn Ave.


(60'-12" vit.


Pond & Bacon Sts. Inter.


(40'-10" vit. 1 catch basin


40'-10" 1 catch basin


Westminster Ave. 40'-10" 1 catch basin


Tiffany St .- Culvert 150' S of S Avenue


12'-48" concrete, 2 catch basins


GRANOLITHIC SIDEWALKS AND GRANITE CURB


Granolithic Sidewalks and Drives placed by Contractor, Jeremiah Simoneau 2781.1 sq. yds.


Granite Curbing placed by Contractor, Jeremiah Simoneau 3868.4 feet Granite Curbing reset by Contractor, Jeremiah Simoneau 459.7 feet


Granite Driveway Corners set by Contractor, Jeremiah Simoneau 85


BRIDGES, FENCES AND CULVERTS


Olive Street


Railroad Bridge-New 2" wood deck


Thurber Avenue


Railroad Bridge-New 2" wood deck


Olive Street Railroad Bridge approaches, ( cable fence complete 1000 ft. ) ( concrete posts set 1000 ft. )


Lamb Street River Bridge approaches, concrete posts set, 60 lin. ft.


West Street At Orr's Pond, concrete posts set, 1100 lin. ft.


Mechanics Street West of Canal Bridge, 200 f., woven wire fence


SEWERS-NEW CONSTRUCTION


East Street-Brook Street


750 feet easterly (10" vitrified )


Payson Street-North Main Street 237.5 feet


987.5 feet (.19 mile )


SEWER CONNECTIONS


Total Connections: January 1, 1949-2129 Building served-2341


Connections added during 1949 27 - 27


Totals 2156


2368


Total Miles of Sewer-39.41


STREET LIGHTING


Street Lights placed during 1949: 32-100 C.P., 40-600 C.P., 19-250 C.P. Number and kind of lights in use December 31, 1949:


Kind


Number


Cost


1000 C.P.


59


$79.00 each yr. Sunset to 11:30 P.M.


1000 C.P.


34 95.00 each yr. all night lights


1000 C.P. U/G


1 75.00 each yr. all night lights


600 C.P.


40 5.416 each mo. all night lights


86 C.P.


250


2.333 each mo. all night lights


1300 C.P.


4-S. Blinkers


100


1.50 each mo. all night lights


65


ANNUAL REPORT


HIGHWAY DEPARTMENT Comparison of Itemized Expenditures for


1920


1947


1948


1949


Labor


(Total cost including labor )


$75,428.89


$86,283.83


$79,672.10


Resurfacing


$13,850.45


7,110.86


12,509.44


12,526.96


Drains Maintenance


1,556.53


1,384.19


1,763.52


967.26


Street Sweeping


2,611.32


1,382.15


1,745.50


1,613.44


Street Patching


9,572.84


3,499.60


5,981.96


4,539.43


Street Cleaning


7,998.46


594.46


114.99


151.13


Sidewalk Maintenance


5,142.73


1,000.00


78.99


13.31


Road Rollers


1,757.95


98.95


109.01


29.15


Highway Auto Maintenance


726.70


Road Oil & Tar


22,188.37


6,338.21


14,391.43


10,711.32


Bridges, Fences & Culverts


608.04


758.88


1,105.41


4,696.17


Crushers


185.42


Ten Mile River & Thacher Brook


711.26


146.85


Insurance


2,062.41


2,858.14


3,931.89


3,526.91


Rent-Maynard Street Land


69.60


Vacations


393.28


Signs, Clock and Numbers


344.00


641.29


266.91


270.89


Phones


253.06


274.86


307.01


Incidentals


65.85


61.34


22.80


Snow and Ice


11,073.23


1,390.32


4,468.07


3,856.90


Unexpended Balance of 1919 Appropriation


19,981.13


Deferred Barn, Stone and Gravel Charges


955.95


Crosswalks


222.11


Care of Common


335.85


Express, Freight, etc.


349.65


$102,697.28 $102,951.70 $133,087.15 $122,904.78


New Equipment


3,665.80


31,363.57


12,206.77


( Listed as Machinery, Tools, etc. 1920)


Repair Division


9,900.00


10,000.00


(Pd. by Special Accounts in 1920)


*Totals


$106,363.08 $144,215.27 $155,293.92 $122,904.78


"These totals exclude Sidewalks and Curbing


NEW SERVICE-1949


Length in


Cost-Main


Cost-Street Line


Total Cost


4 inch


Number 130


Feet 9,280'7"


Street Line $5,794.98* 286.61


to House $3,397.40°


$9,192.38


1 inch


5


411'11"


12 inch


2


196'


211.60


130.74


342.34


6 inch


2


37'


Fire Service


403.96


403.96


Totals


139


9,925'6"


$6,293.19


$4,184.64


$10,477.83


to


Size


252.54


539.15


Difference in cost due to Owners digging trench from Street line to House,


66


ANNUAL REPORT


SERVICE REPLACEMENTS-1949


Size


Number


% inch


22


* A-16


B-2


C-4


12 inch


1 C-1


4'


23.41


20.18


43.59


2 inch


2


C-1


44'


138.75


53.92


192.67


Totals


25


505'


$ 720.94


$ 198.96


$ 919.90


* A-Services replaced from Main to street line


*B-Services replaced from street line to house


*C-Services replaced from main to house


HYDRANTS Total number of hydrants 12/31/49-765.


WATER MAIN LINE EXTENSIONS-1949 ( Installed by City Forces )


6" Pipe


8" Pipe


12" Pipe


Bank Street Extension


225.2'


Booth Street


289


Cedar Street


243'


Chestnut Street


438'


Daggett Road


114'


Earle Avenue


80'


Harvard Street


81'


Mendon Road


1028.8'


Mary Street


92'


Newton Street


539'


Pitas Avenue


360'


Rand Avenue


241.5'


Reynolds Street


470.5'


Slocum Street


290'


Spruce Lane


435'


Tiffany Street


1196.1'


Tyson Place


173'


Warren Road


96'


West Street


2000'


Totals


5363.3'


1028.8'


2000'


WATER MAIN LINE EXTENSION-1949 ( Installed by Contract-Veteran's Housing )


Burt Street


997'


Cote Street


640.5'


Hillcrest Drive


516'


Fuller Road


393'


Patterson Street


851'


Smith Circle


627.5'


Totals


4025'


1949 Main Line Extension-12417.1' (2.35 miles )


Total Mains-88.36 miles


Length in Feet 457'


Cost-Main to Street Line $ 558.78


$


Cost-Street Line to House 124.86


Total Cost $ 683.64


6" Pipe


A-1


PUMPING RECORDS - 1949 WATER CONSUMPTION


Month


West Street


Wading River


Total


Maximum


Per Day Minimum


Per Day Average 2,393,000


Pumping from Orr's Pond to Filter


January


74,175,000


74,175,000


2,869,000


1,647,000


February


69,690,000


69,690,000


2,958,000


1,640,000


2,489,000


March


78,388,000


78,388,000


2,924,000


1,713,000


2,529,000


April


73,487,000


73,487,000


2,981,000


1,597,000


2,450,000


May


79,141,000


79,141,000


3,331,000


1,473,000


2,553,000


June


92,596,000


92,596,000


$ 3,732,000


2,041,000


3,086,500


* Max. for yr.


July


85,973,000


85,973,000


3,555,000


1,535,000


2,773,000


August


88,112,000


88,112,000


3,614,000


1,638,000


2,842,000


September


42,996,000


24,062,000


67,058,000


2,999,000


$1,219,000


2,235,000


October


41,570,000


29,394,000


70,964,000


2,782,000


1,456,000


2,289,000


November


49,834,000


16,199,000


66,033,000


2,563,000


· 1,414,000


2,201,000


December


48,078,000


19,021,000


67,099,000


3,107,000


1,340,000


2,164,500


Totals


824,040,000


88,676,000


912,716,000


Total for year-912,716,000 gals. Average for year-2,501,000 gals. Increase 1949 over 1948 (36,503,000 gals. ) 4.17% Max. week of year-June 19-25 inc; 22,915,000 gals. (Average 3,274,000 gals. per day ) Max. day for year-June 21, 1949-3,732,000 gals. (Max. June 21, 1949 3,732,000 gals. ) Min. day for year-Sept. 4, 1949-1,219,000 gals.


67


ANNUAL REPORT


21,080,000 1,872,000


* Min. for yr.


22,952,000


Per Day


COMPARATIVE YEARLY PRECIPITATION REPORT ( Recorded at South Attleboro Pumping Station )


1944


1945


1946


1947


1948


1949


Month


tation 2.06"


Snow


tation


Snow


tation


Snow 7.75"


2.60"


6.25"


5.13"


Snow 35.00"


3.67"


9.00"


March


4.38"


9.50"


2.47"


0.25"


1.84"


1.00"


2.87"


2.75


3.87"


10.50"


1.45"


8.00"


May


0.85"


4.62'


4.58"


3.83"


9.62"


3.67"


July


1.11"


2.86


1.45'


4.55'


4.74"


3.13"


September


10.66"


3.21"


2.19"


3.24'


2.55"


3.28"


November


6.41"


.50"


8.21"


5.00"


0.95"


5.12"


0.75"


5.54"


3.69"


2.50"


Total


45.55"


26.00"


49.56"


81.50"


37.77"


21.97"


40.05"


41.50"


51.03"


71.00"


32.93"


34.00"


Precipi-


Precipi-


Precipi-


Precipi- tation


Snow


tation


tation


Snow


February


2.30"


5.50"


4.02"


26.25"


3.47"


11.25"


0.99"


9.00


1.95"


14.50"


2.73"


12.00"


April


4.55"


2.83"


2.71"


4.92"


0.50"


5.68"


5.24"


June


4.93"


5.81"


3.43"


5.12"


4.36"


0.10"


August


1.68"


3.04"


11.66"


1.75"


3.11"


2.27"


October


3.21"


2.70"


0.34"


1.88'


4.94"


1.83"


December


3.41"


9.50"


6.67"


32.00"


1.52"


1.97"


3.18"


22.25"


1.54"


11.00"


1.87"


2.50"


Precipi-


Precipi-


January


1.00"


3.42"


18.00"


3.63"


ANNUAL REPORT


68


ANNUAL REPORT


69


EXPENDITURES-1949-PUBLIC WORKS DEPARTMENT Charges to December 31, 1949


General Administration:


Superintendent's Salary


$ 4,000.00


Asst. Engineer's Salary, etc.


10,412.21


Clerical Labor


6,667.22


Engineering Supplies Office Supplies


212.18


Insurance


40.88


Telephone


162.23


Incidentals


6.00


$ 21,959.43


Highway Division:


Labor


$79,672.10


Resurfacing


12,526.96


Drains


967.26


Street Sweeping


1,613.44


Street Patching


4,539.43


Street Cleaning


151.13


Sidewalk Maintenance


13.31


Road Rollers


29.15


Road Oil and Tar


10,711.32


Bridges, Fences and Culverts


4,696.17


Insurance


3,526.91


Signs, Clock and Numbers


270.89


Incidentals


22.80


Snow and Ice


3,856.90


Sidewalks and Curbing


18.59


Phones


307.01


$122,923.37


Street Lighting


35,397.53


Water Division:


Maintenance Payroll


$24,514.79


Maintenance Material


1,004.49


New Meters


3,363.35


Services


7,723.15


Main Line Maintenance


677.29


Shop and Barn


1,528.02


Auto Operation


39.35


Insurance


2,104.07


Taxes


413.26


Incidentals


15.84


Maintenance of Buildings


4.68


41,388.29


Water-Main Line Extension


31,800.00


Water Main Installations


168,140.39


458.71


70


ANNUAL REPORT


Pumping Station Division:


Payroll


$13,159.34


Overtime


557.76


Fuel


1,354.53


Oil


49.09


Pumps


548.13


Boilers


229.11


Cleaning Filter Beds


1,273.97


Care of Equipment, Grounds and Beds


507.95


Phone


114.70


Incidentals


21.60


Chemicals


1,385.68


Electric Power and Light


21,276.46


Insurance-Pumping Equipment


1,000.00


41,478.32


Sewer Division:


Filter Beds


$7,306.47


Repair and Care of Sewers


593.53


7,900.00


Rifle Range


14.24


Bert F. Madden Pension Account


767.90


Chapter 90 Projects


23,701.78


Chapter 90-Braid Mill Curve


36,178.77


Equipment Replacement Fund


10,943.49


Repair Division-Material


10,000.00


Gasoline Dispensary Account


14,360.01


Brook Street Drainage


1,138.05


So. Main St. Sanitary Sewer Extension


119.54


Emergency Labor Account


2,200.30


Rubbish Collection Account


450.00


Water Supply Development


28,792.65


Linden and Palm Street Drainage


18.38


Sewerage Treatment Plant Construction (N.R.)


95,363.17


Sewerage Treatment Plant Construction


50,171.78


Ross Snow Plow Purchase


1,110.00


Sweden Swamp Drainage


530.46


Pleasant Street Drainage


262.95


Construction and Reconstruction-Sidewalks and Curbing


21,698.47


Roof Repairs


2,757.00


Brook Street Sewer Extension


751.15


Payson Street Sewer Extension


153.76


Ides Hill Standpipe Repair


13.75


New Street Signs


800.70


Total of 1949 Expenditures


$773,285.63


71


ANNUAL REPORT


Report of Custodian of Property


May 19, 1950


Honorable Cyril K. Brennan


Mayor of City of Attleboro City Hall Attleboro, Massachusetts


Dear Mr. Mayor Brennan:


The function of this office in selling City property acquired by the fore- closure of Tax Titles has been keeping pace with the desires of people buying land for building purposes and gardens.


I have been successful in making many sales, advantageously for the City, with the consent of the Honorable Members of the Municipal Council with the approval of the Mayor's office.


Each year I sell many parcels of land which have been non-tax producing and which effectively place them back on the rolls of taxable property and in most instances new valuation inures to the benefit of the City by the buildings placed thereon.


I still have many parcels of desirable land for building purposes and my office is open to the public for inquiry regarding same.


I wish to thank the Finance Committee, the Assessors' Office and Treasurer's Office for their kind assistance in working closely with me in the performance of my duties.


Respectfully submitted,


Henry Rotenberg,


Custodian of Property Acquired by the Foreclosure of Tax Titles


72


ANNUAL REPORT


Report of Recreation Commissioners


HAYWARD FIELD


The entire football bleachers and the portable bleachers received a coat of paint. The back wall of the grandstand was renailed and painted. Two dug- outs were built to replace those which fell apart.


We might say that Hayward Field was used almost nightly by various twilight teams.


DODGEVILLE FIELD


We were considerably disappointed to see that the new road has taken a considerable slice of the field contrary to the reports we received. However the boys of that section did get a great deal of fun on the diamond.


Two dugouts were also included in the year's program.


FINBERG


Grading and seeding has been started at the further end of the field giving an added amount of room in order to reverse the diamond so as to keep the players from the road.


Horton and Briggs received their usual amount of maintenance. These fields were taxed to their capacity in regards to activities.


Hebron and South Attleboro fields, which are two of the newer fields, were seeded and maintained as much as was necessary. These will be developed further next year.


We, with the aid of the public works department, started a road into Hayward Field which we will endeavor to finish in 1950.


Respectfully submitted,


Recreation Commissioners


William A. Blackburn, Chairman William Liddell John J. Murray Frank Miller John Redding


73


ANNUAL REPORT


Report of Sealer of Weights and Measures


To His Honor the Mayor and Municipal Council:


As Sealer of Weights and Measures, all weighing and measuring devices were tested and sealed or condemned in accordance with the findings of the test, including gasoline pumps, scales of heavy weight capacity and scales in the various stores, also the meter on fuel oil dispensing pumps.


Package reweighing put up for future delivery is an important part of a sealer's duties and in connection with State Inspector Harney, many stores were visited and inspections made.


Pedlers of fruit and vegetables, bakery products and State License holders were periodically checked for proper credentials.


Local pedlers' licenses are issued by the Sealer with State and County licenses coming from the Director of Standards through application from the local Sealer's Office.


Respectfully submitted, Daniel O'Connell,


Sealer of Weights and Measures


74


ANNUAL REPORT


Report of Zoning Board of Appeal


To His Honor the Mayor and the Municipal Council:


During the calendar year 1949 the Board of Appeals held sixteen regular and eighteen special meetings. It considered fifty applications and appeals, of which forty-two were granted, in whole or in part, five were denied, one was withdrawn, and two are pending.


The statistics of the Board for the past three years are as follows:


1947


1948


1949


Number of regular meetings


19


14


16


Number of special meetings


16


15


18


Total applications or appeals filed


41


46


50


Granted (in whole or in part)


27


33


42


Denied


13


12


5


Withdrawn (or otherwise disposed of )


0


1


1


Applications or appeals pending at end of calendar year


1


0


2


One further matter deserves special mention. From time to time the Board has received complaints, concerning alleged violations of the Zoning Ordinance, from people who apparently believe that the Ordinance is not being properly enforced and who mistakenly assume that the Board has the duty of enforcing the same. The Board has only such powers as are expressly conferred by the Statute and the Ordinance, namely: to hear and decide appeals from decisions of the Building Inspector; to hear and decide requests for special permits upon which the Board is required to pass under the Ord- inance; and to hear and decide requests for statutory variances. The Board has no power or duty to enforce the Ordinance.




Need help finding more records? Try our genealogical records directory which has more than 1 million sources to help you more easily locate the available records.