USA > Massachusetts > Middlesex County > Wakefield > Town annual report of the officers of Wakefield Massachusetts : including the vital statistics for the year 1952 > Part 4
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The engineering department has worked this year with an average of about three men for the entire year (there have been at times as many as five men and as few as two). The work load carried by this department has been very heavy. It is recommended that we have at least four men and it would be preferable to have five men to give the people the service they should have especially where all engineering is now done by the town.
The absence of an engineering department in past years has resulted in a tremendous back-load of necessary engineering work which is essential to the efficient operation of the Department of Public Works.
It is expected in the future, as in the past year, that the engineering department will be in a position to furnish all engineering required in the Public Works Department, except in special cases involving intricate de- sign when it might be advisable to secure the services of a consultant as mentioned in last year's report.
MOTH AND TREE DIVISION
During the year we removed forty-eight trees. Twelve of these trees were killed by gas, nineteen had Dutch Elm Disease and others were dead or in a dangerous condition.
There has been no increase in Gypsy Moths and Tent Caterpillars but Japanese Beetles are increasing in many areas.
In an effort to combat Dutch Elm Disease we trimmed many of our elms and sprayed by helicopter.
We planted one hundred and forty-eight trees on new and various streets throughout the town. These trees were grown in our nursery.
We would like the co-operation of all property owners with dying or freshly cut elm wood to destroy this wood or put it under cover.
41
141ST ANNUAL REPORT
PARK AND CEMETERY DIVISION
The maintenance of the parks and playgrounds was accomplished under a considerable handicap in 1952. A great part of our work during the summer months is grass cutting, which demands efficient equipment in good mechanical condition. Our present mower is in its sixth year of steady service and, being worn out, was constantly breaking down. Con- sequently, our cutting program was always behind schedule, which also had its effect on other phases of our work. Again there is a request for the purchase of a new mower for 1953.
Two additional baseball diamonds were constructed last year, one at the Moulton Playground and one at the Mapleway in Greenwood. Both were in great demand by the Little League of Wakefield. Bleachers were borrowed from the School Department and erected at these new diamonds for the benefit of townspeople interested in this organization.
During the month of August, the beach area at the north end of Lake Quannapowitt was opened for swimming and recreation under the supervi- sion of the Recreation Department. Although there was no money spe- cifically allotted for the maintenance of the area, the Park Division man- aged to keep the beach relatively clean and attractive. There is great need for a comfort station on this plot so that some of the unpleasant con- ditions of the past may be corrected.
The Hall Park Committee had several meetings during the year. Mr. Seth Kelsey of Boxford, Massachusetts, submitted a plan for the park that has been accepted. A full report of the committee will be found in- cluded in this year's annual town report.
Wakefield has again lost several elms on the Common. Plantings of other trees have been made so that eventually the area will be as attrac- tive as it has been in the past.
The Bath House had an average year. Attendance was good until the last week of August when interest waned. Some difficulty was had in ob- taining qualified Life Guards, but a full staff was on duty when the beach opened. The Red Cross swimming instruction was popular, several hun- dred children taking advantage of this opportunity. During the season, there were no drownings or any other serious accidents.
The weeds in Lake Quannapowitt were less troublesome than in 1951. The water was good until August, when an application of copper sulphate was found to be necessary.
The Floral Way on Church Street had better care in 1952, $500.00 being allocated for this maintenance. The general improvement in the appear- ance of this area showed the effort was worthwhile.
The Park Division has endeavored to cooperate with all organizations using the parks and playgrounds. The various baseball leagues, the West Side Social Club, the Hartshorne Association, and the Garden Club have all benefited by this cooperation.
The entrance to Forest Glade Cemetery received extensive repairs on the main avenue. The shoulders of this drive had been in poor condition for a number of years. These sections were excavated, filled in with stone and gravel and finally two inches of hot top was rolled in place. It was found necessary to construct a new catch basin and connect it with the drainage system of the cemetery.
42
TOWN OF WAKEFIELD
It was also necessary to install 200 feet of lateral drain. 8-inch tile pipe was laid in stone and connected with the trunk drain constructed by a P. W. A. project in 1936.
The cemetery has received the benefit of several thousand cubic yards of earth fill that was surplus on other municipal projects. Advantage of these opportunities is eventually going to save Wakefield a good deal of expense.
The following is a summary of work other than regular maintenance:
1. Sale of lots
2 - 3 Grave
3 - 4 Grave
1 - 8 Grave
2. Sale of graves
Single graves sold 40
Single graves, children 9
3. Interments
Infants and children
11
Veterans
1 No charge
Welfare
2 No charge
Adults
70
84
Total
4. Foundations for monuments installed 25
.
WATER DIVISION
1952
WATER CONSTRUCTION
Harding Road, 480 feet 6-inch cast iron cement lined pipe, from No. 87 Nahant Street southerly to Wilson Road.
Wilson Road, 200 feet 6-inch cast iron cement lined pipe, from Hard- ing Road westerly to dead end.
Lee Street, 330 feet 6-inch cast iron cement lined pipe, from Pine Street easterly to High Street.
Thorndike Road, 425 feet 6-inch cast iron cement lined pipe, from Low- ell Street southerly to dead end.
WATER EXTENSIONS
Vale View Road, 174 feet 6-inch cast iron cement lined pipe, from dead end northwesterly to new dead end near Baker property.
Stark Avenue, 175 feet 1-inch copper tubing, from point opposite No. 29 Stark Avenue easterly to dead end.
Butler Avenue, 778 feet 8-inch cast iron cement lined pipe, from dead end near No. 116 to dead end at Butler property.
43
141ST ANNUAL REPORT
Ledgewood Road, 235 feet 6-inch cast iron cement lined pipe, from dead end westerly to new dead end.
Jordan Avenue, 255 feet 6-inch cast iron cement lined pipe, from dead end near No. 14 to new dead end near Warren School.
Eunice Circle, 92 feet 8-inch cast iron cement lined pipe, from dead end on Eunice Circle northerly to new dead end on Eunice Circle.
WATER RECONSTRUCTION
Vine Street, 360 feet 6-inch cast iron cement lined pipe, from Spring Street northerly to dead end.
Cordis Street, 966 feet 8-inch cast iron cement lined pipe, from No. 30 Cordis Street westerly to Main Street.
Myrtle Avenue, 1375 feet 8-inch cast iron cement lined pipe, from Greenwood Street southerly to Cooper Street.
Spring Street, 1305 feet 8-inch cast iron cement lined pipe, from Greenwood Street westerly to No. 84 Spring Street.
Cooper Street, 340 feet 8-inch cast iron cement lined pipe, from Main Street westerly to 68 feet west of Grove Street.
Cooper Street, 252 feet 6-inch cast iron cement lined pipe, from end of 8-inch pipe on Cooper Street westerly to Lassell Street.
Lassell Street, 26 feet 6-inch cast iron cement lined pipe, from Cooper Street northerly 26 feet.
Grafton Street, 310 feet 6-inch cast iron cement lined pipe, from Main Street easterly to Howard Street.
Pitman Avenue, 687 feet 8-inch cast iron cement lined pipe, from Greenwood Avenue easterly to No. 32 Pitman Avenue.
Greenwood Avenue, 2430 feet 8-inch cast iron cement lined pipe, from Main Street westerly; then northeasterly to Madison Avenue.
Madison Avenue, 835 feet 8-inch cast iron cement lined pipe, from Pit- man Avenue northerly to Warren Avenue.
HYDRANTS BROKEN
Main Street, corner Cordis Street.
Bartley Street, opposite Nelly Street.
Main Street, corner Charles Street.
HYDRANTS REPLACED
Hydrant on Cordis Street, opposite Hurd School.
Hydrant on Spring Street, opposite Vine Street.
Hydrant opposite No. 20 Salem Street.
Old hydrant removed from No. 12 Myrtle Avenue and new hydrant installed at No. 22 Myrtle Avenue.
Old hydrant on Cooper Street, 40 feet West of Grove Street, removed and installed 15 feet East of Grove Street.
Hydrant at Greenwood Avenue corner Francis Avenue.
Hydrant opposite No. 14 Jordan Avenue.
44
TOWN OF WAKEFIELD
NEW HYDRANTS
Harding Road, corner Wilson Road.
Spring Street, opposite No. 76.
Myrtle Avenue, 50 feet north of Cooper Street.
Butler Avenue, opposite No. 86.
Lee Street, corner High Street.
Ledgewood Road, opposite house of Mills.
Greenwood Avenue, between No. 18 and No. 22.
Madison Avenue, corner Pitman Avenue.
SERVICES
New services 148
Services relaid during year
87
Number of feet of pipe laid on public land
3,117
Number of feet of pipe laid on private land
5,542
Number of feet of pipe relaid on private land 1,765
Number of feet of pipe relaid on public land
2,811
Distribution System:
Extended during the year - 3,144 feet - 6" and 8" C. I. cement lined pipe and 1" copper tubing.
Total miles pipe now in use - 68.08.
Number of hydrants added - 8.
Range of pressure on mains - 26 pounds to 115 pounds.
Number of service taps now in use - 5,389.
Percent of active services metered - 99%.
MAIN BREAKS 1952
Date
Occurred
Water On
Size
Location
Cause
January
11
3:00 A. M.
5:10 P. M. Sunday
8" C. I. 2" Steel
Opposite No. 100 Pleasant St. Fairmount Avenue corner Hillside Avenue
January
14
2:00 P. M.
2" Steel
Hillside Avenue corner
January
16
8:00 A. M.
16" C. I.
January
28
3:15 P. M.
Water on 6:00 P. M.
6" C. I.
Opposite No. 155 Broadway Overlake Road near No. 15
January
31
3:00 P. M.
Did not have to shut off
6" C. I.
May
5
1:15 P. M.
5:30 P. M.
Forrester Road
August
7
2:00 P. M.
3:00 P. M.
8" C. I. 2" Steel
Opposite No. 6 Highland Street
September
5
8:00 A. M.
Water on
12" C. I.
Lake Street near No. 28
September
11
7:00 A. M.
Water on
12" C. I.
Lake Street near No. 28
Joint leak
November
1
5:30 P. M.
Water off
8" C. I.
Opposite No. 30 Cordis Street
8:00 P. M.
Water on
10:30 P. M.
Cracked pipe Broken pipe at valve - old age valve - old age Joint leak Broken by digger
141ST
ANNUAL
Main settled Old age Joint leak
REPORT
Leak at gate and joint leak
January
13
1:00 P. M.
45
46
TOWN OF WAKEFIELD
1952
PUMPING RECORDS AND RAINFALL
Month
Crystal Lake
Driven Wells
Bay State
Wells
Rainfall
January
21,715,000
12,932,400
2,395,870
4.03
February
19,770,000
11,194,700
2,228,400
3.41
March
21,615,000
14,753,900
2,409,830
3.38
April
21,255,000
13,946,800
2,266,900
3.87
May
21,570,000
14,915,800
2,282,020
3.63
June
27,640,000
12,561,000
2,221,510
2.32
July
40,970,000
10,588,300
2,013,860
6.04
August
24,970,000
11,819,200
2,271,320
1.85
September
23,315,000
12,687,600
2,531,520
1.27
October
22,960,000
12,987,700
2,718,820
1.75
November
24,250,000
11,792,200
2,202,750
2.28
December
24,755,000
12,115,600
2,305,560
3.47
294,785,000
152,295,200
27,848,360
37.30
Total pumped 1952
474,928,560 Gallons
Average Daily Consumption, 1952
1,297,619 Gallons
Average Daily Per Capita, 1952
66.0 Gallons
1951
PUMPING RECORDS AND RAINFALL
Month
Crystal Lake
Driven Wells
Bay State
Wells
Rainfall
January
13,960,000
12,409,400
3,230,950
3.16
February
14,950,000
11,912,700
1,125,540
3.55
March
20,900,000
10,767,500
673,540
3.75
April
18,785,000
11,138,300
2,099,630
2.11
May
22,815,000
11,665,500
2,103,880
4.73
June
21,990,000
11,286,800
2,070,410
3.57
July
26,800,000
11,478,100
2,210,970
3.05
August
24,700,000
9,749,500
2,171,260
3.58
September
22,640,000
11,203,900
2,200,650
2.29
October
22,935,000
9,098,200
2,289,160
4.63
November
20,335,000
11,526,100
2,307,130
6.08
December
21,175,000
12,380,200
2,376,430
3.96
251,985,000
134,616,200
24,859,550
44.46
Total pumped 1951
Average Daily Consumption, 1951
Average Daily Per Capita, 1951
411,460,750 Gallons
1,127,289 Gallons
57.4 Gallons
47
141ST ANNUAL REPORT
1952 Receipts
1952 Expenditures
Water Rates
$140,516.23
Maintenance
$ 95,741.20
Hydrant Rental
2,230.00
Superintendent
2,458.56
Turn Ons
27.00
Clerks
6,812.00
Summons
177.20
*Collector, Paymaster
184.56
Services
10,836.84
Bonds Retired
32,000.00
Construction
4,804.84
Interest
4,446.25
Maintenance
515.91
Refunds
22.68
Pension
2,779.40
$159,108.02
$144,444.65
Credit Balance
$ 14,663.37
$159,108.02
$159,108.02
SEWER DIVISION
CONSTRUCTION
Eight-inch sewers were installed in:
Forrester Road from Station 8 + 50 westerly 862 feet to Drury Lane.
Brewster Road from Forrester Road southwesterly 1331 feet to Pleas- ant Street Extension.
Pleasant Street Extension from Brewster Road southerly 316 feet to a dead end.
Flanders Lane from Hancock Road easterly 128 feet to a dead end.
Overlake Road from Prospect Street southerly 645 feet to a dead end.
Fourth Street from Montrose trunk sewer northeasterly 377 feet to Preston Street.
CONNECTIONS
Number of connections made during the year, 124.
Number of connections made to date, 3001.
HIGHWAY DIVISION
1951
General Maintenance
Patching
$ 11,280.31
Street Cleaning
2,762.73
Rubbish Collection and Dump
22,246.74
Repairs to sidewalks and guardrails
3,105.35
Street Signs
1,949.86
Traffic lines
1,398.46
Cleaning catchbasins
3,650.42
Miscellaneous
1,105.73
Pensions
6,968.36
Holidays and vacations
5,479.26
48
TOWN OF WAKEFIELD
Drainage
7,502.18
Surface treatment
29,263.78
Snow and ice
31,175.87
$127,889.05
Patching
The Cost:
Labor
Material
$ 5,483.54 5,796.77
$ 11,280.31
Street Cleaning
The Cost:
Labor
1,871.33
$
Material
891.40 $ 2,762.73
Street cleaning includes the cleaning of streets in the spring prior to surface treatment and the business section four times a week.
Rubbish Collection and Dump
The Cost:
Labor
Material
$ 20,949.48
1,297.26
$ 22,246.74 Rubbish collections are made from homes every two weeks, also from all public buildings. One man is on duty at the dump six days a week and once a week a bulldozer is used to keep the dump clean and accessible.
Repairs to Sidewalks and Guardrails
The Cost:
Labor
Material
$ 2,343.00 762.35 $ 3,105.35
This item is for the repair to damaged sidewalks, removing curb, in- stalling corners and entrances to new homes; also the painting and repair- ing of guardrails.
REBUILDING SIDEWALKS
Balance January 1, 1952 Expended
$ 9,757.60 9,757.60
This work having been done by a contractor Appropriation 1952
$ 5,000.00
Expended :
Material
$ 14.00
Paid to contractor
2,720.52
$ 2,734.52
Balance
$ 2,265.48
49
141ST ANNUAL REPORT
STREET CONSTRUCTION
1951 Appropriation
Expended
$ 12,966.58 8,943.30
Balance $ 4,023.28 Most of this work was done by contract and completes the work on Swansea Road, Outlook Road, Lassell Street and Vine Street.
CHAPTER 90 MAINTENANCE
Appropriation by Town
$ 2,000.00 1,000.00
Appropriation by County
Appropriation by State 4,000.00 $ 7,000.00
The following streets were resurfaced under this appropriation :
Main Street (Lowell to Salem)
5,767 feet
Water Street 1,750 feet
New Salem Street
1,030 feet
(See finish under Surface Treatment)
CHAPTER 90 MAIN STREET
Appropriation by Town
$ 11,000.00
Appropriation by County
11,000.00
Appropriation by State
22,000.00
$ 44,000.00
Expended :
Labor
$ 104.10
Paid to Contractor
$ 36,235.44
$ 36,339.54
Balance
$ 7,660.46 The work on Main Street started 750 feet north of Forest Street, ending approximately 2500 feet. Part of the above balance is reserved for final payment to the Contractor.
Street Signs:
The cost:
Labor
1,161.14 $
Material
788.72 $ 1,949.86
This item includes the erection of new signs for street direction and traffic control and the painting of existing signs (all types).
Traffic Lines
The cost:
Labor
$ 34.41 Material 1,364.05 $ 1,398.46 This item includes all cross walks, center lines, bus stops, taxi stands, stop lines, all parking spaces, and restricted curb markings. All traffic
50
TOWN OF WAKEFIELD
lines and markings are made to conform with State Highway specifications. This work was done under contract.
Cleaning Catchbasins
The cost: Labor Material
$ 3,508.18 142.24
$ 3,650.42
Miscellaneous
The cost: Labor and Material $ 1,105.73 $ 1,105.73
Drainage-Maintenance
The cost: Labor Material
$ 5,598.46 1,903.72 $ 7.502.18
Miscellaneous drainage was provided for in the following streets:
Montrose Avenue Broadway and Sylvan Avenue
Prospect Street Church Street Salem Street Morrison Road West
Brook Street
Renwick Road
Elm Street
Oak Street
Surface Treatment
The cost:
Labor
Material
$ 6,254.23 23,009.55
$ 29,263.78
Thirty seven streets were given a treatment of mixed-in-place finish, consisting of an average of 57.5 lbs. per square yard of 1/2" crushed stone; 12.5 lbs. per square yard of $/8" crushed stone and .06 gallon per square yard of asphalt. One street treated with a seal coat 42.2 lbs. of 5/8" stone per square yard and 0.46 gallon per square yard of asphalt; one street of hot top, a total of 8.25 miles.
Snow and Ice
The Cost: Material Rental
$ 9,392.17 7,430.13
Labor
14,353.57
$ 31,175.87
51
141ST ANNUAL REPORT
DRAINAGE - New Construction
Appropriation 1948, Madison Avenue-Bennett Street Balance January 1, 1952 Expended : Labor Material Rental
$ 28,000.00 27,986.50
$ 740.28 2,053.87 238.00
$ 3,032.15
Balance Appropriation 1951 Balance January 1, 1952 Expended : Labor Material
$ 24,954.35
$ 10,775.00
4,506.63
$
1,543.09 540.34 $ 2,083.43
Balance
$ 2,423.20
Cleaning out brooks Oak and Nahant Streets; also includes purchase of pipe and metal culvert for Foundry Street Brook.
SIDEWALKS - New
Appropriation 1951 Balance January 1, 1952
7,021.68
Expended : Rental Paid to contractor
$ 17.50
7,004.18
$ 7,021.68
Appropriation 1952 Expended
$ 8,500.00
8,500.00
Cement concrete sidewalks, aprons, landings and grass plots, and granite curbing were constructed by private contractor on the following streets:
96 Water Street
32 Lawrence Street
130 Chestnut Street
33 Emerson Street 86 Cedar Street
20-28 34-36 Lafayette Street
36-38 Church Street 2-12 Green Street 220-224-234-246-250-252-254 Albion Street 30 Morrison Road 8 Oak Street
52
TOWN OF WAKEFIELD
In conclusion I wish to express my deep appreciation for the co-opera- tion and assistance extended to me in the performance of my duties by the elected and appointed officials of the town. I particularly appreciate the co-operation and assistance of the employees and the division super- intendents of the Public Works Department.
Respectfully submitted, JOSEPH H. DeFOE, Director Public Works Department
53
141ST ANNUAL REPORT
Report of School Committee
ORGANIZATION OF SCHOOL COMMITTEE 1952
Mrs. Mary Louise Tredinnick, Chairman 129 Pleasant Street
Term expires 1954
Michael F. Collins, Secretary 39 Fairmount Avenue
Term expires 1955
Walter C. Hickey, Treasurer
Term expires 1953
25 Gould Street Herbert D. Hancock 3 Marion Road
Term expires 1954
Frederick W. Bliss
Term expires 1955
5 Curve Street
Lane W. Fuller 28 Morrison ยท Avenue
Term expires 1953
SUPERINTENDENT OF SCHOOLS
John B. Hendershot
74 Chestnut Street
ASSISTANT SUPERINTENDENT OF SCHOOLS
R. Edgar Fisher 24 Summit Avenue
SECRETARY TO THE SUPERINTENDENT
Pauline E. Meads 24 Richardson Avenue
SECRETARY
Lora E. Harris
53 Prospect St.
CLERK
Eleanor M. Cardillo
97 Nahant Street
REPORT OF SCHOOL COMMITTEE
The Wakefield School Committee opens its report of the year 1952 with the historic action of the Annual Town Meeting in voting to erect south of the present high school, a new senior high school. Completion of the new high school will free the present high school building for use as a junior high school, thus relieving crowded conditions in all elemen- tary buildings. This progressive action of the Town, the result of years of work by numbers of enlightened citizens, is a significant step in the town's history. It is an investment in youth which should bring rich divi- dends to the town and to the country for years to come.
The moderator placed in the hands of the building committee which presented the plans the task of overseeing this project: Earl L. Bears, Chairman, James W. Anthony, George B. Fay, Willard N. Bain, Lane W. Fuller, Michael F. Collins, Loren Hutchins, Mrs. Edna Wentzel, John B. Hendershot.
The year closes with the Mary E. Walton and the Harris M. Dolbeare Schools well advanced in construction. Occupancy of these buildings is expected in September 1953.
-
54
TOWN OF WAKEFIELD
For the first time in twenty years, the Town begins to catch up with its needs in school buildings. Registration continues to mount. As of December 31, 1952, 266 more pupils are enrolled in our schools, an increase of 8.4%, making an enrollment of 3441.
With this heavy registration, pupils have had to be transferred out of their home districts to schools where they might be accommodated. Double sessions for grades 4, 5, and 6 have been established at the Hurd and War- ren Schools. The Woodville School continues to house 7th and 8th grades. These factors, together with traffic hazards, have brought about heavy demands for transportation. This transportation burden will continue until all three new schools are in use.
During the year, the State increased the minimum salary for teachers to $2500. A cost of living 3% increase was voted by the School Committee for all personnel except the superintendent.
Upon recommendation of the Contributory Retirement Board, the School Committee adopted a policy that all personnel other than teachers present a health certificate before initial employment.
Throughout the year, constant effort has been made, in cooperation with the Police Department and various organizations to correct traffic hazards near schools and to prevent the passing of school buses by care- less drivers.
The School Committee has requested the Board of Public Works to include in its budget sufficient funds to provide sidewalks adjacent to all schools where no proper sidewalk exists.
Due to continuing teacher shortages, the School Committee again voted to suspend its rule which would permit the marriage of a woman teacher to constitute a resignation.
Beginning in September, through the generosity of the Trustees of the Beebe Memorial Library, space in the Montrose Branch Library has been used as a first grade classroom.
A change in the school entrance age of children was voted in October and publicly announced. As of September 1953 the entrance age will be 5 years and 8 months plus children 5 years and 6 months and 5 years and 7 months who have passed an entrance test. As of September 1954 the en- trance age will be 5 years and 8 months with no testing.
New Health Rules and Regulations were published according to latest State requirements.
In December the Town of Lynnfield gave notification that as of Sep- tember 1953 it would care for its high school freshmen at the new Lynn- field Junior High School.
Tuition rates of $281.36 for high school pupils and $169.47 for elemen- tary pupils were established according to the prescribed state formula.
In spite of crowded conditions, achievement tests show elementary school work in reading and spelling to be high above normal, and work in science and geography to be normal.
Changes in the clerical personnel of the school offices have occurred. Eleanor Cardillo was appointed to a vacancy in the superintendent's office, and Serena Murley and Rose Pyburn were appointed to the high school office.
Mr. Gerard G. Barry, head of the department of social studies at the
55
141ST ANNUAL REPORT
high school was appointed sub-master of the high school, succeeding Arthur A. Fulton, retired.
Bernice Hendrickson, 1908-1952, Blanche Meserve, 1917-1952, and Mary E. C. Geagan, 1907-1952, of the elementary schools, and Donald White, 1918-1952, of the high school, retired this year.
These veteran teachers, cherished by the department for their gifted and loyal service, and by their pupils for their guidance and inspiration, have written a memorable chapter in Wakefield education.
The resignation of William P. Lynch, custodian, because of illness, was received with genuine regret. Charles L. Rice was appointed to fill this vacancy.
Building maintenance continues to be given careful attention. Ex- tensive painting, a new roof for the Montrose School, and complete light- ing for the Warren and Lincoln Schools were major projects.
A Creative Workshop in connection with our special class was organ- ized in September.
The organization of the School Committee continues the same: Mrs. Mary Louise Tredinnick, chairman; Michael F. Collins, secretary; Walter C. Hickey, treasurer. Lane W. Fuller is school representative on the Town Civil Defense Committee, and Michael F. Collins represents the schools on the V. F. W. Safety Council. Mr. Collins addressed the graduating class and presented the diplomas.
The Town of Wakefield has taken a courageous, confident step toward a bright future for its young people in its vote to erect a new high school. Such a vote is a statement of faith in America.
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