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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