USA > Massachusetts > Middlesex County > Wakefield > Town annual report of the officers of Wakefield Massachusetts : including the vital statistics for the year 1940 > Part 15
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Respectfully submitted, SAMUEL H. BROOKS, Superintendent of Fire Alarm
31st Annual Report of the Wakefield Water and Sewerage Board
In our 30th Annual Report, submitted one year ago, we called attention to the fact that an important item in our activities for 1940 was substitution of cast iron pipe for the original cement lined mains where evidence ap-
217
WATER AND SEWERAGE BOARD
peared, in the latter, of weakness and deterioration due to long service. Throughout the past spring and summer, this was a matter of much concern and study by this Department and we feel that the results of the season's labor are worthy of note. During that period, the Super- intendent and his men removed from our highways a total of 12,370 feet of cement lined pipe and laid in place cast iron pipe. The condition of the cement lined pipe as removed was very poor, indeed, and confirmed our opinion that close attention to underground conditions will be necessary wherever the original mains are yet in service.
A year ago, we referred to the rapid increase in build- ing construction and its attendant demands for water and sewer service. During the year now closing, our department extended new water mains, a total of 5152 feet and for new sewer service, a total of 8159 feet, thus confirming our earlier opinion of new conditions. It is very evident that the end is not yet and we must pre- pare, as best we may, for continuation of building con- struction and the inevitable call for service of this department, both water and sewer.
As the population increases, it will be necessary to study closely the matter of water supply and at the proper time, plans will be submitted for extension of supply. Our mains are now tied in with Melrose and Lynnfield for emergency service, Stoneham and Reading being already connected in previous years.
At the Sexton Avenue Pumping Station, a new cen- trifugal pump has been installed and is now in service. This pump is capable of accounting for 576,000 gallons per day of twenty-four hours and is a very valuable addition to our equipment. As the water supply in the driven wells now used is limited, the pump cannot be operated at capacity until additional wells are supplying greater volume of water.
The Town's property occupied and operated by this Department is in first class condition and for detailed notes pertaining thereto, we cordially refer to the report of Superintendent Merrill, which report is of interest to our people in general.
Income and outlay during the year 1940 were:
Receipts
Water Rates
$73,030.52
Hydrant Rental
9,200.00
Services
3,593.42
Turn Ons
69.00
Summons
215.40
218
TOWN OF WAKEFIELD
Construction
1,611.83
All Other
221.33
$87,941.50
Expenditures
Maintenance
$59,967.61
Bonds Retired
16,973.94
Interest
4,158.75
Commissioners' Salaries
300.00
Water Rate Refunds
18.20
$81,418.50
Credit Balance
6,523.00
$87,941.50
Respectfully submitted,
WILLIAM B. STANTIAL
SIDNEY F. ADAMS
GEORGE O. SHELDON
SUPERINTENDENT'S REPORT
To the Water and Sewerage Board:
I respectfully submit the following report for the year ending December 31, 1940:
WATER MAIN CONSTRUCTION
Brook Street, from dead end opposite house of C. Barnes, southerly to Prospect Street, 156 feet of 6 inch cast iron pipe.
Fell Street, from dead end southerly, 60 feet of 6 inch cast iron pipe.
Holland Road, from Oak Street northerly 216 feet of 6 inch cast iron pipe.
Crosby Road, from Sherman Road northerly to dead end, 145 feet of 2 inch galvanized wrought iron pipe.
Crosby Road, from Sherman Road southerly to dead end, 171 feet of 6 inch cast iron pipe.
Atwood Street, from Oak Street southerly to Webster Road, 800 feet of 6 inch cast iron pipe.
Cristofaro Street, from Walden Road easterly, 300 feet of 6 inch cast iron pipe.
Across private land from Cristofaro Street to Lowell Street, 196 feet of 6 inch cast iron pipe.
Across Salem Street, at intersection of new Route 128, 92 feet of 4 inch cast iron pipe.
Walden Road, from Main Street easterly and north- erly to Lowell Street, 960 feet of 8 inch cast iron pipe.
Melvin Street, from Bennett Street northerly to dead end, 36 feet of 6 inch cast iron pipe.
219
WATER AND SEWERAGE BOARD
Cutter Street, from existing dead end westerly, 115 feet of 2 inch galvanized wrought iron pipe.
Willow Street, from North Avenue westerly, 405 feet of 6 inch cast iron pipe.
Wolcott Street, from North Avenue westerly, 440 feet of 2 inch galvanized wrought iron pipe.
Private Way, Cutter Street northerly to Wolcott Street, 490 feet of 2 inch galvanized wrought iron pipe.
Sherman Road, from Gerard Street easterly to Crosby Road, 520 feet of 6 inch cast iron pipe.
Gerard Street, from existing dead end northerly to Sherman Road, 50 feet of 6 inch cast iron pipe.
WATER MAIN RECONSTRUCTION
Yale Avenue, from North Avenue easterly to Main Street, 1450 feet of 8 inch cast iron pipe.
Pearl Street, from Main Street easterly to Pleasant Street, 860 feet of 8 inch cast iron pipe.
Park Street, from Main Street easterly to Pleasant Street, 1065 feet of 8 inch cast iron pipe.
Bryant Street, from Main Street easterly to Pleasant Street, 990 feet of 8 inch cast iron pipe.
Salem Street, from Vernon Street westerly to Pleasant Street, 870 feet of 8 inch cast iron pipe.
Murray Street, Chestnut Street southerly to Gould Street, 620 feet of 6 inch cast iron pipe.
Bennett Street, Traverse Street easterly to Melvin Street, 820 feet of 8 inch cast iron pipe.
Greenwood Avenue, from Madison Avenue easterly and northerly to Oak Street 1330 feet of 8 inch cast iron pipe.
Main Street, from Greenwood Street southerly to No. 866, 2620 feet of 12 inch cast iron pipe.
Main Street, from No. 876 to Melrose Line, 220 feet of 8 inch cast iron pipe.
Summer Street, from Main Street easterly to Birch Hill Avenue, 1000 feet of 8 inch cast iron pipe.
In Tyler Lane southerly from near 200 Salem Street to dead end, 344 feet of 2 inch galvanized wrought iron pipe.
Orchard Street, from Franklin Street southerly to dead end, 181 feet of 2 inch galvanized wrought iron pipe.
NEW HYDRANTS
Park Street, near corner of Main Street, 5 inch Corey hydrant.
220
TOWN OF WAKEFIELD
Sherman Road, near corner of Crosby Road, 5 inch Corey hydrant.
Greenwood Avenue, opposite No. 93, 5 inch Corey hydrant.
Willow Street, at corner of North Avenue, 5 inch Corey hydrant.
Walden Road, opposite Cristofaro Street, 5 inch Corey hydrant.
Atwood Street, 400 feet southerly from Oak Street, 5 inch Corey hydrant.
RELOCATED HYDRANTS
Hydrant No. 154 on Main Street corner Grafton Street moved to opposite side of Main Street.
Hydrant No. 87 on Water Street opposite Brook Avenue moved to Brook Avenue corner Water Street.
HYDRANTS BROKEN BY AUTOMOBILES
Foundry Street, opposite Hickey Coal Co.
Water Street, opposite house of Vint.
SERVICES
New services laid this year 117
Services relaid during the year 72
Number of feet of pipe laid on public land 2727 ft .- 1 in.
Number of feet of pipe laid on private land 3358 ft .- Number of feet of pipe relaid on public land 1364 ft .- 9 in. Number of feet of pipe relaid on private land 2163 ft .- Services relaid from main to street line due
to street rebuilding
245 ft .- 4 in.
MAIN BREAKS-1940
Date 1940
TIME
SIZE
LOCATION
CAUSE
Water Off
Water On
January
18
11:00 A. M.
2:30 P. M.
Leak at lead connection between 6 inch cast iron pipe and 2 inch wrought iron pipe.
Harrison Ave. Ext. corner Essex St.
Pearl Street opposite No. 4 Main Street at culvert near Green- wood School.
North Avenue corner Yale Avenue Orchard Street opposite No. 3
Joint Leak Two Rust Holes
December December
5
12:40 P. M.
8:45 P. M.
Water off 20 Minutes 9:30 P. M. Repaired Dec. 9 Turned on 1:30 P. M. Dec. 10
12 inch Cem. 8 inch C. I.
Albion Street corner Bartley St. Pleasant St. between Aborn Ave. and White Avenue
Faulty Union
WATER
AND
Old Age Old Age
June
26
10:30 A. M. 11:30 A. M.
November
19
4:35 P. M.
1:45 A. M.
January May
18
28
5:40 P. M. 1
11:45 P. M.
6 inch Cem. 6 inch Cem.
12 inch C. I. 2 inch W. I.
6
Joint Leak Cracked Pipe
SEWERAGE BOARD
221
222
TOWN OF WAKEFIELD
PUMPING RECORDS
By Gallons
1939
1939
1940
Crystal
Driven
1940 Crystal Lake
Driven
Lake
Wells
Wells
January
21,545,000
17,125,000
5,823,900
February
20,035,000
13,540,000
9,481,050
March
21,065,000
16,955,000
6,083,010
April
19,655,000
17,735,000
3,615,480
May
20,960,000
22,715,000
June
21,760,000
23,270,000
July
23,005,000
3,761,100
22,930,000
August
15,845,000
11,347,500
24,810,000
Sept.
16,975,000
8,619,000
22,815,000
October
14,220,000
11,232,000
24,505,000
November 14,530,000
8,030,100
20,085,000
2,759,880
December 18,630,000
3,842,700
14,915,000
9,626,880
228,225,000
46,832,400
241,400,000
37,390,200
Total Pumped, 1939
275,057,400 gallons
Total Pumped, 1940
278,790,200 gallons
Average Daily Consumption, 1939
753,582 gallons
Average Daily Consumption, 1940
761,721 gallons
Average Daily Per Capita of Estimated Population, 1939
44.4 gallons
Average Daily Per Capita of Population
as of 1940 Census
47.1 gallons
PERMANENT IMPROVEMENTS
A one-half ton pick-up Dodge truck was purchased during the year.
All equipment, piping, etc., at the filter house on Broadway received a thorough cleaning and two coats of paint, greatly improving the appearance of the same.
It was found necessary during the year to rebuild the brick ventilating chimney at the Broadway Pumping Station.
A 400 G. P. M. single stage direct connected motor driven centrifugal pump was installed, at the Sexton Avenue Pumping Station, under the authority of Article 5 of the Town Meeting of September 23, 1940. A small panel for the necessary switches and controls was also installed in connection with the above pump. The entire installation of this equipment was performed by the employees of the Water and Sewer Department. The pumping facilities at the Sexton Avenue Pumping Station have been greatly improved.
223
WATER AND SEWERAGE BOARD
A woven wire fence has been installed on the lot line between the land of the town and land of E. G. Lee on Linden Avenue at the south end of Crystal Lake. The cost of same was borne equally between Mr. Lee and the Water Department.
A used cast iron circular saw bench was purchased during the year to replace an obsolete piece of equipment.
The furnace of No. 1 Boiler at Broadway Pumping Station has been relined with fire brick, as ordered by the Boiler Insurance Company.
The interior walls of the Sexton Avenue Pumping Sta- tion, as well as the trimmings, have been painted during the year.
WATER SUPPLY
Crystal Lake, Wakefield's main water supply, at the present time is 34 inches below high water mark. It became necessary, due to the lack of rainfall during 1940, to pump water from the driven wells supply at Sexton Avenue Pumping Station from January 16 to April 10 and from November 7 to December 31, 1940.
ADDITIONAL WATER SUPPLY
During January and February, six additional test wells were driven on private land on the northerly side of Nahant Street, adjoining the present well field, permis- sion having been received from the owners of said land.
From all appearances there seems to be an abundant supply of water in this area. The water is of an excellent quality and meets with the approval of the State Depart- ment of Public Health, as well as with the approval of Weston and Sampson, Engineers for the Water Department.
FILTRATION PLANT
The filtration plant, as in years past, has functioned properly and has produced water of an excellent quality.
MUTUAL AID CONNECTIONS
During water reconstruction on Main Street, Green- wood, necessary arrangements were made with the City of Melrose whereby an 8 inch mutual aid connection was made between the Melrose Water System and the Wake- field Water System. This connection will prove very valuable to both municipalities in the event of an emergency.
During the year, a 6 inch mutual aid water connection was installed between the Stoneham Water System and
224
TOWN OF WAKEFIELD
the Wakefield Water System on Park Avenue, at the town line. This connection will prove very valuable in times of emergency.
During the latter part of June, another 8 inch mutual aid connection was installed with the new water system of the Lynnfield Center Water District on Vernon Street at the Wakefield-Lynnfield town line. Wakefield, as well as the adjoining municipalities, should consider herself very fortunate in having these connections which can be put into operation immediately by either of the muni- cipalities involved, should an emergency arise.
MUTUAL AID
On May 2, a request was received from the Metropolitan District Commission, Water Division, for us to supply the Town of Stoneham with water for a period of ap- proximately eight hours and again on June 9 to supply water to Stoneham for a period of approximately fifteen hours. Both of these requests were made due to inter- ruption in the pumping service at Spot Pond Pumping Station.
SEWER MAIN CONSTRUCTION
During the year, sewers were constructed in the fol- lowing streets:
LASSELL STREET-From Hanson Street southerly 339 feet. This sewer was constructed to relieve a condition where land drainage is poor.
MAIN STREET-From Cordis Street northerly 2029 feet of 10" and 895 feet of 8" cast iron pipe, making a total of 2924 feet of pipe to intersection of Lowell Street.
LOWELL STREET-Westerly from Main Street 380 feet of 8 inch cast iron pipe and 265 feet of 8 inch vitrified tile pipe to opposite Johnson's Restaurant.
LOWELL STREET-From Main Street easterly 159.5 feet of 8 inch cast iron pipe and 1164.5 feet of 8 inch vitrified tile pipe to Walton Lane.
WALTON LANE-From Lowell Street southwesterly 453 feet of 8 inch vitrified tile pipe.
Main Street, Lowell Street, and Walton Lane sewers were constructed to serve new developments in the north section of the town and to relieve unhealthy and un .. sanitary conditions on Lowell Street, Lakeside, as well as Walton Lane.
WALDEN ROAD and CRISTOFARO STREET, 964 feet of 8 inch vitrified tile pipe and 311 feet of 8 inch vitrified tile pipe, respectively. These streets are in the new development in the former Walton Estate, Lakeside.
225
WATER AND SEWERAGE BOARD
Across PRIVATE LAND from a manhole in Wiley Place, Station 6+64.43, 870 feet of 8 inch cast iron pipe southerly and easterly to Brook Avenue, thence northerly on BROOK AVENUE 329 feet of 8 inch vitrified tile pipe, making a total of 1199 feet of pipe. This sewer was constructed to relieve a very serious unsanitary condition in that section of the town.
GRAVITY SEWER SYSTEM
The entire Gravity Sewer System has been brushed once and the parts infested with roots or where the flow is small, have been brushed twice during the year. The usual number of manhole covers and frames have been reset due to breakage by heavy trucking or where street grades have been changed. Other manhole covers and frames, where worn, would have been reset during the year, had weather conditions permitted.
LOW LEVEL SEWER SYSTEM
As in the past, the Low Level Sewer System has given excellent service. An oil burner has been installed in the heating boiler at the Low Level Sewer Station, located at Vinton Street. So far, this burner has rendered ex- cellent service.
MAIN STREET SEWER EJECTOR STATION
The Main Street sewer ejector station has been in operation now for three years and has proved very sat- isfactory. No repairs have been necessary at this station during the year.
CRYSTAL LAKE PARK SEWER
Sewer construction in Crystal Lake Park under WPA project still remains uncompleted.
SEWER CONNECTIONS
Applications for house connections to date 2045
Number of connections made 1932
Number of connections made during year 53
Number of connections waiting 2
SUMMARY OF WATER STATISTICS FOR THE YEAR 1940 WAKEFIELD WATER WORKS Middlesex County
TOWN OF WAKEFIELD, MASSACHUSETTS
Population 16,179 Area of town 4,568 acres Date of Construction, 1883, by Wakefield Water Company. Source of Supply :
Crystal Lake.
Driven Wells.
Mode of Supply: Pumping through distribution system to standpipes.
226
TOWN OF WAKEFIELD
Standpipe Capacity :
No. 1-Located on Green Street, Stoneham-565,485 gallons.
No. 2-Located on Sidney Street, Wakefield-651,817 gallons.
Type of Purification:
Aeration.
Slow sand filters.
Chlorination.
Population :
Regularly supplied within town 16,059
Regularly supplied outside town
70
Total population supplied
16,129
Consumption :
Measured by Venturi Meter,
Broadway Pumping Station
241,400,000 gallons
Measured by displacement of pump pistons, Sexton Avenue Pumping Station 25,003,440 gallons
Measured by test meter, Sexton
Avenue Pumping Station
12,386,760 gallons
Builder of Pumping Machinery:
BROADWAY PUMPING STATION HIGH LIFT PUMP
A. Knowles Steam Pump Company-one 10-inch x 19- inch x 11-inch x 27-inch duplex compound condensing steam pump. Capacity 1.8 million gallons per twenty- four hours.
HIGH LIFT PUMP No. 1
B. Goulds' Pumps, Incorporated-one single stage cen- trifugal pump, direct connected to 150 horsepower, 550 volt, three phase slip ring motor, capacity 2.5 million gallons for twenty-four hours.
HIGH LIFT PUMP No. 2
C. Goulds' Pumps, Incorporated-one single stage cen- trifugal pump, direct connected to 150 horsepower, 550 volt, three phase slip ring motor, capacity 2.5 million gallons for twenty-four hours.
LOW LIFT PUMP No. 1
D. Goulds' Pumps, Incorporated-one single stage cen- trifugal pump, direct connected to 15 horsepower, 550 volts, three phase slip ring motor, capacity 2.5 million gallons for twenty-four hours.
227
WATER AND SEWERAGE BOARD
LOW LIFT PUMP No. 2
E. Goulds' Pumps, Incorporated-one single stage cen- trifugal pump, direct connected to 15 horsepower, 550 volts, three phase slip ring motor, capacity 2.5 million gallons for twenty-four hours.
Total Station Capacity-6.8 million gallons per day.
SEXTON AVENUE PUMPING STATION
A. Goulds' Pumps, Incorporated-one 8-inch x 10-inch triplex pump, belted to one Allis Chalmers, 30 horse- power, 220 volt, three phase squirrel cage motor, capacity 388,000 gallons for twenty-four hours.
B. Lawrence Pump and Engine Company-one single stage centrifugal pump, direct connected to 40 horse- power, 220 volt, three phase squirrel cage motor, capacity 576,000 gallons for twenty-four hours.
Total Station Capacity-576,000 gallons per day. Purification Statistics:
Installed, 1927.
Type of treatment: Aeration. Slow Sand Filters.
Capacity of Filters: 2.5 million gallons per twenty- four hours.
Kind of Chemical Applied: Liquid chlorine applied to filtered water.
Distribution System :
Range in pressure in center of town, 80-90 pounds. Kind of pipe:
Cast Iron. Wrought Iron. Cement Lined Sheet Iron.
Sizes: 2-inch to 20-inch.
Extended during the year-5,152 feet.
Total now in use-57.75 miles.
Number of hydrants added-6. Number of hydrants in use-374.
Number of stop gates in use-820.
Range of pressure on mains-26 pounds to 115 pounds.
Total number of service taps-4,172.
Number of service taps now in use-3,972. Per cent of active services metered-99.4%.
On August 10, Harold J. Maloney left this department to accept a position as patrolman with the Wakefield Police Department. By Mr. Maloney's resignation, the Department lost a trusted and valued employee.
In conclusion, I wish to extend my sincere thanks to each and every member of the Department for co-opera- tion in all emergencies during the year.
228
TOWN OF WAKEFIELD
I also extend my thanks to the heads and members of the various town departments for their support and co- operation during the year.
Respectfully submitted, MORRISON MERRILL, Superintendent.
Report of Town Treasurer
To the Citizens of Wakefield:
I herewith present my report for the fiscal year ending December 31, 1940:
TRUST FUNDS
The Trust Funds and available income balances now in my hands are as follows:
Principal Income of Fund Available $10,000.00
Cornelius Sweetser Lecture Fund
Cornelius Sweetser Lecture
Guarantee Fund
2,811.06
John Gould Aborn Library Fund
1,689.26
Cyrus G. Beebe Library Fund
2,000.00
Frederic Beebe Library Fund
1,000.00
Robert Parker Dolbeare Fund
500.00
Willard Donnell Library Fund
500.00
Milledge Elliot Library Fund
1,000.00
Reverend Thomas Albert Emerson Library Fund
500.00
Flint Memorial Library Fund
1,000.00
Merrill W. Gove Library Fund
500.00
Melvin J. Hill Library Fund
500.00
Dr. Francis P. Hurd Library Fund
2,500.00
Franklin Poole Library Fund
500.00
Mary H. Pratt Library Fund
200.00
Ashton H. Thayer Library Fund
500.00
Cyrus Wakefield Library Fund
500.00
Mary E. Aborn Park Fund
2,000.00
Sarah E. Bryant Park Fund
2,000.00
Nancy White Park Fund
1,000.00
Rev. Thomas Albert Emerson High School Fund
1,000.00
$ 630.05
Nancy White Hurd School Fund
500.00
35.82
Jonathan Nichols Temperance Fund
1,000.00
446.89
Annie L. Cox Prize for Advancement in Design Fund
100.00
21.23
229
TOWN TREASURER
Annie L. Cox Scholarship Fund
for Italian Students
5,000.00
436.61
Mary Lizzie Smith Fund for care of Old Cannon on Common
100.00
16.44
Gad and Clarissa Chandler Carter Burial Lot Fund in Old Cemetery
200.00
48.79
Adams Coburn Burial Lot Fund in Old Cemetery
100.00
5.14
Ezra Eaton Burial Lot Fund in Old Cemetery
100.00
11.87
Reverend Thomas Albert Emerson Old Cemetery Fund
1,000.00
32.03
Levi Flanders Burial Lot Fund in Old Cemetery
100.00
2.97
Flint Old Burial Ground Fund
2,000.00
110.67
Dr. John Hart Burial Lot Fund
200.00
22.97
Harry E. Haskell Burial Lot Fund in Old Cemetery
100.00
2.41
Oliver Burial Lot Fund in Old Cemetery
50.00
5.94
Stimpson Family Burial Lot Fund in Old Cemetery
200.00
24.80
Clarissa E. Swain Burial Lot Fund in Old Cemetery
500.00
19.02
Elizabeth Stout Burial Lot Fund in Old Cemetery
300.00
9.56
C. Sweetser Burial Lot Fund in Old Cemetery
1,000.00
12.27
John Sweetser Burial Lot Fund in Old Cemetery
200.00
19.86
Rev. Horace Eaton Burial Lot Fund in Old Cemetery
25.00
1.90
Jane K. Vinton Burial Lot Fund in Old Cemetery
50.00
12.01
James and Elizabeth Walton Burial Lot Fund in Old Cemetery
100.00
3.54
The income from the following funds
is for care of lots in Forest Glade Cemetery:
Margaret Alexander Fund
10.00
.30
Georgeanna Bailey Fund
20.00
2.24
Bertha M. Baker Fund
20.00
.58
Frank H. Baker and Geo. O. Morrill Fund
50.00
3.51
Helen L. Bassill Fund
50.00
3.85
Charles F. Beecher Fund
50.00
2.00
Sarah W. Bent Fund
50.00
4.38
John and Elmer Beyea Fund
50.00
2.65
230
TOWN OF WAKEFIELD
Nelson Bishop Fund
10.00
.74
Isaiah Blake Fund
10.00
.93
George E. Blair Fund
50.00
4.79
Richard Bolton Jr. Fund
20.00
.63
Leo Bourdon Fund
20.00
1.78
John P. Brewer Fund
50.00
4.11
Thos. J. Brogan Fund
20.00
.85
William Broussand Fund
50.00
.94
Mrs. Evelyn Brown Fund
10.00
.69
George A. Brown Fund
50.00
1.69
Johanna Buckman Fund
50.00
1.15
Sarah Burbank Fund
100.00
3.49
Sylvester Burditt Fund
50.00
2.06
Wm. H. Burnham Fund
10.00
1.51
E. E. Burns Fund
10.00
1.67
James J. Burns Fund
10.00
.26
Edith A. Cahoon Fund
10.00
1.06
Edith A. Cahoon Fund
50.00
4.11
Susie Callahan Fund
50.00
1.99
Percy E. Callbeck Fund
50.00
4.11
Howard Cameron Fund
50.00
2.65
James Cameron Fund
20.00
1.78
Harvey D. Cann Fund
50.00
5.06
Fred'k B. Card Fund
50.00
2.33
Pasquale Carosele Fund
50.00
3.19
Est. Chas. C. Carroll Fund
20.00
.50
Salvatore Cavalier Fund
50.00
5.06
Susie A. Champagne Fund
50.00
3.57
Mrs. Eliza J. Church Fund
50.00
1.86
Michael Cieri Fund
20.00
.92
John L. Clark Fund
50.00
1.36
John E. Classen Fund
50.00
1.36
Ernest E. Climenson Fund
50.00
1.47
Alice Coffey Fund
50.00
3.08
George H. Collins Fund
50.00
1.68
Gertrude E. Colson Fund
50.00
4.79
Alfonso Confalone Fund
20.00
.42
Mary Cook Fund
10.00
1.33
George Costulis Fund
10.00
.60
James Costules Fund
10.00
.36
Daniel Cotreau Fund
20.00
3.41
William Cotter Fund
20.00
1.98
Patrick Cowhey Fund
50.00
1.15
Horace Crowell Fund
50.00
2.00
Franklin M. Cummings Fund
10.00
1.03
Mary E. Cummings Fund
50.00
2.65
J. Walter Curley Fund
50.00
1.88
Rev. John M. Currie Fund
50.00
2.03
231
TOWN TREASURER
Ralph Custa Fund
10.00
.45
Harry Dalton Fund
20.00
1.67
Carmine D'Ambrosio Fund
75.00
1.25
Raleigh B. Daniels Fund
50.00
1.15
Angelo DeFeo Fund
50.00
3.74
Mary Derby Fund
50.00
1.56
Peter Dididin Fund
10.00
.81
D. J. Doherty Fund
10.00
1.62
George L. Doherty Fund
10 00
.96
Mrs. Rose Donahue Fund
10.00
45
Genevieve Donaldson Fund
20,00
1.00
Fannie Doucette Fund
10.00
1.95
Frank Doucette Fund
20.00
.63
Gladys Doucette Fund
50.00
3.74
Jerome Doucette Fund
20.00
.85
Maud Doucette Fund
20.00
2.24
Ruth E. Doucette Fund
50.00
1.69
James Doyle Fund
10.00
1.06
Albert Dulong Fund
20.00
1.00
Grace M. Eaton Fund
50.00
3.85
Charles L. Eekhoff Fund
50.00
2.21
Charles Evangelista Fund
50.00
2.98
John Evans Fund
10.00
.30
Mildred Fay Fund
10.00
.60
James Fitzpatrick Fund
50.00
3.19
Daniel Flynn Fund
50.00
1.36
Benjamin D. Foss Fund
50.00
1.57
Wm. D. Fox Fund
10.00
.81
Peter Froten Fund
20.00
1.83
Helen Gallant Fund
10.00
.45
Margaret Galvin Fund
25.00
1.58
Jane A. Gaston Fund
20.00
3.41
Katherine Gates Fund
10.00
1.35
Charles T. George Fund
50.00
1.05
Eleanor M. Gerrior Fund
50.00
.94
Fred Ghibellini Fund
20.00
1.83
Arthur M. Gibbons Fund
50.00
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