USA > Massachusetts > Middlesex County > Arlington > Town of Arlington annual report 1937 > Part 15
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24,508.09
Balance, January 1, 1938
$818.85
(Carried forward to 1938)
Expenditure Final Cost*
Argyle Road (from Dundee Road to Aberdeen Road)
$1,544.72 $7,369.70
Dundee Road (from Massachusetts Avenue to the southerly side of Arnold Street)
5,410.78
16,218.26
Edmund Road (from Forest Street northerly)
14.25
6,374.65
Hibbert Street (from Town Line to Lot 109)
17,477.14+
Ottawa Road (from Highland Avenue to Menotomy Rocks Park)
33.44
9,520.73
Peter Tufts Road ( from Edmund Road to Overlook Road)
27.76
6,512.13
$24,508.09
*This final cost includes money expended in 1936. ¡Not completed as yet.
SNOW AND ICE
Appropriation for 1937
$12,000.00
(Removal, etc.
$10,000.00
Equipment and Maintenance
2,000.00)
Expenditure
8,921.60
Balance, January 1, 1938
$3,078.40
Expended
Equipment and Maintenance
$1,250.03
Plowing and Widening out Streets
130.42
Plowing and Shovelling Sidewalks
3,819.13
Hauling Away Snow
770.96
Sanding
2,146.35
Miscellaneous
365.63
Saturday Afternoons and Holidays
439.08
$8,921.60
EQUIPMENT FOR SNOW REMOVAL-SPECIAL APPROPRIATION
$450.00
Balance from 1936
583.44
$1,033.44
Expenditure
450.00*
Balance, January 1, 1938
$583.44
(Carried forward to 1938)
*This expenditure covers the purchase of one Sand Spreader.
Appropriation for 1937
287
REPORT OF THE BOARD OF PUBLIC WORKS
TABLE II
STORM DRAINS
Appropriation for 1937
$8,500.00 Balance from 1936 forwarded .. ... 87.16
$8,587.16
Expenditure
7,554.54
Balance, January 1, 1938. $1,032.62 (Carried forward to 1938)
Location
Size of Pipe in Inches
Length in Feet
Net Cost
Cost per ft.
Hutchinson Road, from present end to near Winchester line
12"-24"
1,278.20
$2,825.78
$2.21
Jason Street, from present end to Gray Street
12"
151.09
1,494.08
9.89
Jason Street, from Brantwood Road to Woodland Street, and Woodland
Street to Bartlett Ave.
12"
625.42
3,602.97
5.93
Wachusett Avenue and Oakland Avenue (Installation of Two Catch Basins) ..
280.01
Total Cost of Mains
*General Expense
Totals.
2,054.71
$7,554.54
"Credit for Stock, $1,198.95; Tools and Equipment, $3.56; Miscellaneous, $72.56 ; Saturday Afternoons and Holidays, $474.53.
Note -Storm drain installed in connection with Appleton Street Reconstruction, 628.68 ft. 12" main, 563.81 ft. 15" main, and 23 ft. 18" main.
The following mains were installed by the W.P.A. :
Davis Road, 65 ft. 12" main.
Fisher Road, Hillcrest Street to Eustis Street, 1010.44 ft. 12" main.
Hillcrest Street, from Arlmont Street to Fisher Rd., 465 ft. 12" main.
Hospital Road, 334.5 ft. 12" main.
Junior High School West, at Quincy Street, 113.4 ft. 6" main, 90.6 ft. 8" main, 18.3 ft. 18" main.
Private Lands, Eustis Street to Chester Street, 178 ft. 12" main.
Storm drain installed in connection with Street Construction :
Hibbert Street, 731.8 ft. 12" main, 112.7 ft. 18" main.
Hibbert Street Outlet through Woodbury Street and Private Lands, 264.92 ft. 18" main, 172.8 ft. 24" main.
Dorothy Road, Parker Street Outlet from Burch Street to Parker St., 215.8 ft. 12" main.
Parker Street, Dorothy Road northerly 206.3 ft. 12" main.
Richfield Road, Victoria Road to Summer St., 1817.20 ft. 12" main.
Victoria Road, Summer Street to Mystic Street, 634.85 ft. 15" main.
Storm drain installed by Developers :
Morton Road, 512.25 ft. 24" main.
Pilgrim Road, Standish Road to State Culvert, 543.79 ft. 15" main.
Standish Road, Brook to Pilgrim Road, 990.23 ft. 15" main.
Stony Brook Road and Private Lands 238.30 ft. 15" main.
126.43 ft. of old drain in Spring Street at Morton Road relaid with 36" pipe.
$8,202.84 Cr. 648.30
288
ARLINGTON TOWN REPORT
TABLE III
SANITARY DIVISION
Appropriation for 1937
$84,872.00
(Wages, Equipment and Materials
$83,000.00
Personal Services
1,872.00)
Expenditure ..
84,868.56
Balance, January 1, 1938
$3.44
Expended
Ashes, Paper and Rubbish
$43,551.94
Offal
37,256.63
Supplies and Sundries
237.35
Miscellaneous
1,950.64
Personal Services
1,872.00
$84,868.56
SEWER DIVISION
Nineteen thousand, eight hundred fifty-five and 76/100 feet of main sewer were laid during the year, twelve thou- sand, two hundred thirty-five and 81/100 by the Public Works Department, six hundred one and 99/100 feet by the W. P. A. and seven thousand, seventeen and 96/100 feet by developers.
One hundred eighty-seven connections were made with the mains.
Details of regular sewer construction and maintenance will be found in Tables 4 and 5.
289
REPORT OF THE BOARD OF PUBLIC WORKS
290
TABLE IV
SEWER CONSTRUCTION (Ext. of Sewers
Appropriation for 1937.
$21,500.00
Balance from 1936
4,195.38
Resurfacing
1,000.00
$25,695.38
Expenditure
22,599.50
$21,500.00)
Balance, January 1, 1938
$3,095.88
(Carried forward to 1938)
LOCATION
Size of Pipe in Inches
Length in Feet
Net Cost
Cost per Foot
Appleton Street ( Wollaston Avenue to Udine Street)
8
906.70
$3,627.35
$4.00
Bates Road ('Takings, inspection, etc.)
x34.13
W
Bellevue Road (to complete main to No. 14)
xx90.74
W
Bellington Street (Outlet Sewer from the Arlmont Street Outlet Sewer)
8
123.99
280.81
2.26 W
Bellington Street (from Fisher Road to No. 69)
8
192.45
426.31
2.22 W
Brunswick Road (laying pipe and inspection)
xxx82.21
W
Cedar Avenue (sufficient distance to service No. 118-material and inspection only) Chester Street (sufficient distance to service No. 35 and lot 98)
8
112.20
54.85
W
Concord Turnpike (approx. 200 feet westerly from Lake Street)
15
208.00
384.48
1.85 W
Fayette Street (to service property corner of Fayette Street and Eastern Ave.)
8
50.00
206.05
4.12
Fisher Road (from Hillcrest Street to Chester Street and Private Lands) Glenburn Road (to service lots 49, 50, 51, 52 and 53)
8
1,135.63
2,012.51
₩
8
373.61
1,024.29
2.74 W
Hillcrest Street (from Fisher Road to Outlet Drain in Arlmont Street-labor and miscellaneous materials to complete job-detail of job shown in 1936 Report) ..
196.63
8
2,341.85
6,016.84
2.57 W
..
¥27.95
W
8
70.00 295.32
228.66
3.27 W
Morton Road (material and inspection only-labor by developer) Pleasant View Road (inspection only)
8
§346.52
W
xxxx78.16
W
ARLINGTON TOWN REPORT
Hutchinson Road ( from present end of main to near Winchester line) Kenilworth Road (inspection in connection with sewer laid by W.P.A.) Kilsythe Road (to service No. 53)
8
286.42
1,311.20
4.58 W
...
...
$20,000.00 500.00
Tools and Equipment
Park Avenue (build manhole at No. 361)
Rhinecliff Street (sufficient distance to service Nos. 297, 298, 299) Spring Street (from junction of Morton Road to manhole in Spring Street)
8
207.55
56.39 1,074.24
5.18 W 3.42
8
92.48
316.22
8
557.08 279.75
1,181.19
2.12
121.22
W
$19,178.95
2,426.57
320.47 673.51
Tools and Equipment
Totals ..
7,233.03
$22,599.50
*Stock, $535.92; Miscellaneous, $326.10 ; Saturday Afternoons and Holidays, $1,564.55.
x 1,166.62 feet of 8" main furnished and installed by developer. .
xx 482.56 feet of 8" main furnished and installed by developer in Bellevue Road from Morton Road westerly. Work started In 1936-completed in 1937.
xxx 369.37 feet of 8" main furnished and installed by developer.
xxxx 1,077.28 feet of 8" main furnished and installed by developer.
+ Cost of material and inspection only. Labor furnished by W. P. A.
# 601.99 feet of 8" main laid by W. P. A.
§ Excavation and backfill by developer.
Note: The following extensions were made by developers with no cost to the Town: Lantern Lane-175 feet 8" main "W".
Monadnock Road-208 feet 8" main "W".
Oldham Road, from Hutchinson Road to Old Middlesex Path-280 feet 8" ınain "W".
Oldham Road, from Windmill Lane to No. 15-324 feet 8" main "W".
Old Middlesex Path, from Oldham Road southerly-330 feet 8" main "W".
Private lands from Stony Brook Road-340.40 feet 8" main.
In connection with Street Construction 36.55 feet 8" main installed in Richfield Road at Edgehill Road. "W" indicates water in same trench.
291
REPORT OF THE BOARD OF PUBLIC WORKS
Tufts Street (a distance of approximately 550 feet from Mass. Avenue) .. Williams Street (to service No. 74-material and inspection only) Total cost of mains *General Expense Resurfacing
8
292
SPECIAL APPROPRIATION-ARLMONT VILLAGE SEWER EXTENSION
Appropriation (forwarded from 1936) ..... $11,138.95
Expenditure
9,631.39
Balance, January 1, 1938 (Carried forward to 1938)
$1,507.56
Size of Pipe in Inches
Length in Feet
Net Cost
Private lands from Appleton Street to Concord Turnpike and from Concord Turn- pike to Arlmont Village
15 Akron
434.40 1,661.60
1
Force Main from Private Lands to Concord Turnpike and Private Lands to
6 Iron
1,726.46
* $9,631.39
Belmont Line
8 Iron
1,143.77
* Includes cost of material, equipment and pipe laying.
Note: The following mains were installed by the developer at no cost to the Town : Brewster Road, 180.93 ft. 8" main ; Mayflower Road, 622.05 ft. 8" main "W". Pilgrim Road, 657.49 ft. 8" main ; Standish Road and Private Lands to Belmont Line 804.26 ft. 8" main "W". "W" indicates water in same trench.
ARLINGTON TOWN REPORT
W
8 Akron
293
REPORT OF THE BOARD OF PUBLIC WORKS
TABLE V
SEWER MAINTENANCE DIVISION
Appropriation for 1937
$7,950.00
(Maintenance of the Sewerage System.
$7,800.00
Resurfacing
150.00)
Expenditure
7,663.85
Balance, January 1, 1938
$286.15
Expended
Resurfacing
$146.59
Repairing, Flushing and Cleaning Mains.
3,453.05
Care and Repair of Particular Sewers
1,695.08
Tools and Equipment
704.18
Saturday Afternoons and Holidays
612.94
Care and Repair of Sewer Pumps
676.73
Miscellaneous
375.28
$7,663.85
SUMMARY OF SEWERAGE STATISTICS
General
Population by census of 1935, 38,539.
Total area of town, 5.5 square miles.
Area served by sewerage system 4.55 square miles.
Collection System
For sewerage only, 79.326 miles, includes 5.64 miles Metropolitan sewer.
For sewerage and surface water, 0 miles.
For surface water only, 40.98 miles.
Method of disposal, sewerage into Metropolitan sewer, surface water into brooks.
294
ARLINGTON TOWN REPORT
Collection
Mains. (Everything but house and catch basin con- nection.)
For Sewerage Only
For Surface Only
1. Lineal feet pipe
418,842.16
216,397.50
2. Lineal feet extended during year 19,855.76 12,112.81
3. Number of inverted syphons, 2.
4. Number of manholes, 1977, and 74 combination sewer and storm drain manholes.
5. Method of flushing: Water service at manhole ends of lateral lines.
6. Method of cleaning: By a special brush drawn from manhole to manhole.
7. Number of automatic flushing tanks, 0.
8. Number of direct connections with water mains for flushing, 44.
9. Number of flushings of system during the year, entire system once.
10. Cost of flushing per mile.
11. Cost of cleaning per mile. $37.72.
12. Number of stoppages, 5.
13. Method of ventilation, manhole covers.
14. Electric pump chambers, 5.
House Connections
1. By whom made: All connections made under the di- rection of the Sewer Division, Board of Public Works.
2. Sizes, 5, 6, 8, 10, 12 and 15 inches.
3. Number made during year, 187.
4. Lineal feet laid during year (drain layers), 9081 feet.
5. Lineal feet discontinued during year, 0.
6. Total miles in use, 61.25.
7. Number of stoppages coming to attention of Depart- ment, 141.
295
REPORT OF THE BOARD OF PUBLIC WORKS
Discharge of Sewer
1. Estimated population using sewer system, 34,663.
2. Number of buildings connected, 6,700.
3. Daily discharge for year .*
4. Daily discharge for each user .*
5. Daily quantity of factory waste .*
6. Daily leaking into sewers .*
7. Daily leaking per mile of sewers .*
8. Are quantities given under 3 to 7 estimated or meas- ured ?*
* See Metropolitan Sewerage Board Report.
General
Total cost of collecting mains, $1,155,463.43.
Serial Notes, $3,000.00.
Average rate of interest on bonds outstanding, 4 per cent.
Proportion of cost of extensions assessed on abutters this year, 48.7%.
Yearly assessment for maintenance, none.
Method of assessing abutters and rate of assessment, as specified by the Acts of 1930, Chapter 140.
WATER DIVISION
Sixteen thousand, four hundred and twenty-three feet of new water mains were laid during the year and con- nected with the Metropolitan system. Two thousand, four hundred and fifty-six feet of mains were renewed during the year. Details of regular water main construction will be found in Table 6.
296
ARLINGTON TOWN REPORT
SERVICES
One hundred and sixty-eight new services have been added during the year and three services were abandoned. There are for all purposes, 3,262 on the low, 4,469 on the high, and 4 on the old reservoir system. On the Metropoli- tan water supply there are 57 services for municipal pur- poses, 33 sprinkler services, and 44 for sewer flushing pur- poses included in the above. On January 1, 1938, 260 services were temporarily out of use.
METERS
One hundred and sixty-eight meters were set during 1937 on services installed in 1936 and 1937. The total num- ber of meters in use January 1, 1938 is 7,658.
WATER MAINS NOW IN SERVICE
LOW SERVICE SYSTEM
HIGH SERVICE SYSTEM
RESERVOIR SYSTEM
Size
Cast Iron Pipe
Transite Pipe
Cast Iron Pipe
Transite Pipe
Cement and Cast Iron Pipe
Inches
Length in Feet
Hyd- rants
Gates
Length in Feet
Hyd- rants
Gates
Length in Feet
Hyd- rants
Gates
Length in Feet
Hyd- rants
Gates
Length in Feet
Hyd- rants
Gates
16
2,388
12
7,274
32,630
590
7,172
10
15,237
22,957
2,070
270
8
39,210
1,494
81,433
3,196
2,156
6
102,802
148,946
4,175
4
160
220
Totals
164,523
327
528
1,494
288,514
591
1,233
5,856
13,993
6
23
REPORT OF THE BOARD OF PUBLIC WORKS
297
TABLE VI
WATER EXTENSIONS
Appropriation
$31,500.00
Balance 1936
4,104.81
$35,604.81
Expenditure 1937
34,285.49
Balance January 1, 1938
$1,319.32
EXTENSION OF HIGH SERVICE SYSTEM
Description
Size of Pipe in Inches
Length in Feet
Number of Hydrants
Number of Gates
Total
Cost per Foot
Totals
*Bellevue and Morton Roads
8
929
2
4
$985.04
S
Bellington Street, old end to No. 49
S
53
Bellington Street, Fisher Road to No. 66.
8
196
1
604.31
3.08
S
Bellington Street, old end to Concord Turnpike.
8
62
1
252.34
4.07
S
** Brewster Road, Pilgrim Road to Mayflower Road ..
8
168
Cedar Avenue, Park Circle to No. 118
12
193
1,306.09
6.77
Chester Street, old end to Lot 98
8
298
1
1
1,336.11
4.48
Fisher Road, Eustis Street to Hillcrest Street.
8
868
2
6
1,653.52
1.90
Glenburn Road, old end to Hillcrest Street.
8
390
1
1,464.37
3.75
..
8
160
*** Hibbert Street, old end to end of acceptance.
8
209
Hutchinson Road, old end to Winchester Line ..
10-6
2,230
6
14
8,253.05
3.70
S
**** Indian Ridge Development
12-8
1,372
1
8
3,460.23
S
¡Kenilworth Road, Gray Street to old end.
12
600
2
4
Kenilworth Road at Gray Street ..
8
67
259.07
3.87
S
** Mass. Avenue at Lancaster Road
12
54
1
2
4
S
Monadnock Road, Pleasant Street westerly ..
6
223
1
2
412.44
1.85
S
** Pilgrim Road, entire length
8
679
2
4
4
1.508.41
4.05
S
8
231
2
3
1,527.92
6.61
S
298
ARLINGTON TOWN REPORT
...
** Mayflower Road, entire length
8
706
Private lands, Eustis Street to No. 72 Chester St .... Rhinecliff Street, old end to Concord Turnpike ..........
8
372
2
667.77
4.17
Grove Street Place, old end to Brattle Place.
S
54.07
Kilsythe Road, old end to No. 53
152.68
$2.88
S
Cost
##Standish Road, Pilgrim Road to pump chamber .... Williams Street, old end to No. 75
8
797 282
1
2
1,702.59 336.66
6.04 1.54
3202
Woodbury Street, Hibbert Street easterly
8
218 105
1
9
..
...
Total.
11,462
26
75
$25,936.67
$25,936.67
EXTENSION OF LOW SERVICE SYSTEM
Bates Road, Mass. Avenue to Broadway ..
8
1,293
4
7
$3,237.34
$2.50
S
Concord Turnpike, Lake Street westerly
10
213
1
1
683.80
3.21
S
Mass. Avenue, No. 370 to Pond Lane
8
133
1
506.83
3.81
Michael Street. Silk Street to No. 21.
8
189
1
2
633.71
3.35
Silk Street, old end to Michael Street
8
225
1
754.42
3.35
Hydrants and gates installed by Water Maintenance
2,053
6
13
$5,816.10
$5,816.10
Total ..
ARLMONT VILLAGE APPROPRIATION
Appropriation, Nov. 30, 1936 ..
$7,060.45
Expenditure 1937
7,001.41
Balance, January 1, 1938
.. $59.04
*** Appleton Street to Concord Turnpike (private| lands)
8
1,862
11
$5,267.32
$2.83
S
*** Concord Turnpike, Henderson property to Standish Road
8
613
4
1,734.09
2.83
S
Total
2,475
15
$7,001.41
$7,001.41
..
REPORT OF THE BOARD OF PUBLIC WORKS
299
1
5
1
Hydrants and Gates installed by Water Maintenance
...
1
...
...
300
PLEASANT VIEW ROAD AND BRUNSWICK ROAD APPROPRIATION
Balance, January 1, 1937.
... $404.41
Expenditure 1937
373.37
Balance, January 1, 1938
$31.04
EXTENSION OF HIGH SERVICE SYSTEM
Size of Pipe in Inches
Length in Feet
Number of Hydrants
Number of Gates
Total
Cost per Foot
Totals
*Pleasant View Road, Hillsdale Road to Jason St.
12
38
2
2
32.77
32.77 S
EXTENSION OF LOW SERVICE SYSTEM
*Brunswick Road, Pleasant Street to Hillsdale Road
8
395
340.60
340.60 S
Total Extensions
16,423
34
105
$39,127.55
$39,127.55
RENEWALS-HIGH SERVICE SYSTEM, WATER MAINTENANCE
Brattle Place, entire length
8
453
Grove Street .
8
1,458
1
4
Grove Street Place
8
234
Hydrants and Gates renewed by Water Maintenance
6-8
294
8
12
Total.
2,439
9
16
Cost
ARLINGTON TOWN REPORT
RENEWALS-LOW SERVICE SYSTEM, WATER MAINTENANCE
Hydrants and Gates renewed by Water Maintenance Total Renewals
Total Extensions and Renewals .. ++++General Expense Expenditure
6
17 2,456
3 12
2 18
...
$39,127.55 2,532.72
......
$41,660.27
*Installed by private contractor.
** Entire cost by private contractor. *** Installed under Reconstruction of Streets appropriation.
**** Lantern Lane, 175 ft. 8"; Oldham Road, 627 ft. 8" and 12" ; Old Middlesex Path, 330 ft. 12"; Windmill Lane, 240 ft. 8". +Entire cost by W.P.A.
ttInstalled under Extension of Services, Water Maintenance. +++W. P. A. labor.
iftiTools and Equipment, $1,156.18 ; Miscellaneous, $65.43 ; Lost Time, $854.02; Holidays, $408.44 ; Stock, $18.65. "S" indicates sewer in same trench.
REPORT OF THE BOARD OF PUBLIC WORKS
301
302
ARLINGTON TOWN REPORT
TABLE VII
WATER MAINTENANCE DIVISION
Appropriation 1937
$65,266.00
Reserve Fund
8.00
Expenditure 1937
$65,274.00 64,750.05
Balance January 1, 1938
$523.95
Accounts Payable January 1, 1938
$34.43
DISTRIBUTION OF EXPENDITURES
Maintenance
Expenditure
Services, Care and Repair
$11,749.37
Meters, Care, Repair and Reading
12,092.58
Hydrants and Gates, Care and Repair
2,490.30
Mains, Care and Repair
1,657.56
Turning Water Off and On
61.45
Shop
653.09
Tools and Equipment
1,881.86
Reservoir and Great Meadows
683.39
Administration
7,088.87
Renewal of mains
8,376.13
*General Expense
4,653.05
Extension of services, house connections
9,773.54
Meters for new services
3,000.00
Capital outlay, auto
588.86
Total Maintenance Cost
$64,750.05
* Stock Credit, $1,101.98; Saturday afternoons, $2,210.92; Holi- days, $694.96; Vacations, $1,581.75; Miscellaneous Expense, $1,267.40.
303
REPORT OF THE BOARD OF PUBLIC WORKS
RECEIPTS FOR WATER CONSUMED
Year
1928
$108,477.44
1929
138,158.19
1930
162,283.18
1931
158,301.98
1932
161,355.72
1933
163,426.20
1934
168,370.54
1935
166,506.16
1936
168,318.61
1937
168,239.46
ARLINGTON WATER WORKS
Arlington, Middlesex County, Mass.
Population by census of 1935, 38,539.
Date of construction, low service, 1872; high service, 1894.
By whom owned, Town of Arlington.
Source of supply, Metropolitan Water System.
Consumption
1. Estimated total population at date, 40,000.
2. Estimated population on lines of pipe, 39,800.
3. Estimated population supplied, 39,900.
4. Total consumption for the year, 867,203,500.
5. Percentage of consumption metered, 100%.
6. Average daily consumption, 2,375,900.
7. Gallons per day per capita, 60.
Distribution
(including auxiliary supply from old reservoir)
304
ARLINGTON TOWN REPORT
Mains
1. Kind of pipe; cast iron, cement and transite.
2. Sizes, from 4 inch to 16 inch.
3. Extended feet during year, 16,423.
4. Number of feet renewed during year, 2,456.
5. Discontinued during year, 2,456.
6. Total now in use, 89.84 miles.
7. Cost of repairs per mile, $47.80.
8. Length of pipe less than 4 inches in diameter, 450.
9. Number of hydrants added during year, 34.
10. Number of hydrants now in use, 924.
11. Number of stop gates added during year, 105.
12. Number of stop gates now in use, 1,784.
13. Average pressure on mains at center of Town, 120 high system, 50 low system.
Services
16. Kind of pipe; copper, cement-lined, black wrought iron and lead, 3 inch to 6 inch cast-iron.
17. Sizes, 1 inch to 6 inch.
21. Number of service taps added during year, 180.
22. Number of services abandoned during year, 3.
23. Number of services now in use, 7,658.
24. Number of meters added, 168.
25. Number now in use, 7,658.
26. Percentage of receipts from metered water, 92%.
27. Percentage of services metered, 100 per cent.
GENERAL ADMINISTRATION
Appropriation for 1937
$19,724.00
Transferred from Reserve Fund
33.49
$19,757.49
(Salaries $18,257.49
Expenses 1,500.00)
Expenditure 19,746.43
305
REPORT OF THE BOARD OF PUBLIC WORKS
(Salaries $18,257.49
Expenses 1,488.94)
Balance, January 1, 1938
$11.06
1935 STREET CONSTRUCTION
Appropriation (carried forward from 1935) .... $3,863.23
Transferred to Sidewalks and Edgestones 3,000.00
Balance, January 1, 1938 *$863.23 *Carried forward to 1938.
1933 STREET CONSTRUCTION
Appropriation (carried forward from 1933) .... $400.09 0
Expenditure
Balance, January 1, 1938
*$400.09
*Carried forward to 1938.
1931 STREET CONSTRUCTION
Appropriation (carried forward from 1931) ....
$201.43
Expenditure
0
Balance, January 1, 1938
*$201.43
*Carried forward to 1938.
1930 STREET CONSTRUCTION
Appropriation (carried forward from 1930) ..
$37.68 0
Expenditure
Balance, January 1, 1938
*$37.68
*Carried forward to 1938.
1929 STREET CONSTRUCTION
Appropriation (carried forward from 1929) .... $0.15
Expenditure
0
Balance, January 1, 1938
*$0.15 *Carried forward to 1938.
306
ARLINGTON TOWN REPORT
WIDENING OF MILL BROOK FOR STORM DRAIN PURPOSES
Appropriation for 1937
$5,000.00
Balance from 1936
9,562.70
$14,562.70
Expenditure
13,143.52
Balance, January 1, 1938
*$1,419.18
*Carried forward to 1938.
ALTERATIONS AND REPAIRS: BUILDING TOWN YARD
Appropriation (carried forward from 1936)
$2,387.20
Expenditure
2,387.20
January 1, 1938
0
SALE OF TOWN YARD BUILDINGS AND EQUIPMENT
Appropriation (carried forward from 1936) .... $200.00 0
Expenditure
Balance, January 1, 1938 *$200.00
*Carried forward to 1938.
ALTERATION OF BOW STREET
Appropriation (carried forward from 1936) .... $114.68
Expenditure 114.68
January 1, 1938 0
Respectfully submitted, RALPH ADAMS, JAMES R. SMITH, LOREN W. MARSH,
Board of Public Works of Arlington.
JOINT BOARD OF SELECTMEN AND PUBLIC WORKS 307
REPORT OF THE JOINT BOARD OF SELECTMEN AND BOARD OF PUBLIC WORKS
To the Honorable Board of Selectmen
Arlington, Massachusetts
Gentlemen :
Pursuant to the provisions of Section 3 of Article 3 of the Town's By-laws, the Joint Board of Selectmen and Board of Public Works respectfully submits its thirty- fourth annual report for the year ending December 31, 1937.
At the Annual Town Election held March 1, 1937, Mr. Ernest W. Davis was re-elected a member of the Board of Selectmen for a term of three years and Mr. Loren W. Marsh was re-elected a member of the Board of Public Works for a term of three years, and by virtue of such elections both became members of this Board.
The Board organized with Mr. Harold M. Estabrook as Chairman and Mr. James J. Golden, Jr. as Secretary.
The following appointments were made:
Paul M. White, Town Counsel James M. Keane, Town Engineer William E. Mason, Superintendent of Wires
The regular meetings of the Board are held in the Se- lectmen's Office at 7 o'clock P. M. on the second and fourth Tuesdays of each month, except during the months of July and August. Routine matters are considered, interviews are given with heads of the departments within its jurisdiction, hearings are given on petitions as required by law, and audiences are given to individuals, committees and delega- tions by appointment.
308
ARLINGTON TOWN REPORT
Due to the many and varied matters that confront the Board, forty regular and special meetings were held during the year. Many of the special meetings were held during the first ten months of the year by reason of the apparent material improvement in general business conditions over the preceding year.
NEW STREETS
Applications were filed with the Board by owners of property on eighteen streets for the laying out and accept- ance thereof in 1937 as Town ways. After holding the usual hearings as provided by law, the Board recommended the laying out and acceptance of the following streets :
Endicott Road
Richfield Road
Kilsythe Road
Sherborn Street
Lanark Road
Sunset Road
Lennon Road
Temple Street
Parker Street
Victoria Road
Webcowet Road
At the Annual Town Meeting all the said streets recom- mended by the Board were accepted and an appropriation in the amount of one hundred three thousand, eight hundred sixty-one (103,861) dollars and fifteen (15) cents was grant- ed for the construction thereof. The work again was execut- ed with the assistance of the Federal Government through the auspices of the Works Progress Administration and carried out under the direction and control of the Board of Public Works. Although the projects were seasonably submitted to the Governmental Agency, several months elapsed before their final approval and this delay was be- yond the control of the Board. But in spite of this unavoid- able delay, four streets were carried through to completion, another practically completed, two partly completed and entrance made in the remaining four. The Board plans to continue such further work as feasible during the winter months, so that all will be completed early in 1938.
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