USA > Massachusetts > Middlesex County > Wakefield > Town annual report of the officers of Wakefield Massachusetts : including the vital statistics for the year 1930 > Part 8
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Cleaning Catch Basins-All Catch Basins were cleaned twice dur- ing the year. Those at the foot of hills or in bad locations were cleaned oftener during the summer.
Miscellaneous-Under Miscellaneous several items are included. White lines throughout the Town were painted at least twice during the year. Parking and guide lines were painted twice thru the business section.
New Equipment-Two Ford 11/2 ton trucks were purchased. These trucks have proven very successful. The specifications for the trucks called for the removal of all springs and tires and the replacing with heavier springs capable of carrying 312 to 4 tons. The tires were replaced with 32 x 6-10 ply heavy pressure tires capable of carrying 312 to 4 tons. One of these Ford Trucks will do as much work in hauling material in eight hours as our Mack Truck will do in the same given time.
A Sand Spreader for covering Ice and Tar was purchased.
Snow and Ice Removal-January and February of 1930 were com- paratively bad months as far as snow was concerned and the department had considerable ice to contend with. The sand spreader that was purchased, greatly increased the efficiency of the Department.
Rebuilding-Water Street from Main Street to the Railroad Cross- ing at Vernon Street was rebuilt with stone and asphalt emulsion.
Lincoln and Smith Streets were resurfaced with pea gravel and asphalt emulsion.
122
TOWN OF WAKEFIELD
Spring Street from the Stoneham line to the foot of the hill, a distance of about 800 feet was graded, graveled and tarred.
Melvin Street between Bennett Street and Richardson Street was graveled.
Construction-North Avenue-Chestnut St. to Church St. The easterly rails of the double car tracks of this section of North Avenue were removed and the street widened to include the section formerly used by this track. A new foundation was built under the location of the old track and a two inch top laid over the entire surface of the road.
Montrose Avenue-Montrose Avenue was graded and graveled from Water Street to Salem Street. An application of oil was applied.
North Avenue and Church Street-This was the corner formerly used by the Porter-Milton Ice Company which was purchased by the Town. This corner was considerably filled in from the excavation taken from Eustis Avenue.
Foundry Street-Foundry Street was excavated to a depth of 212 to 3 feet from Broadway to Maple Street. This section of the street was re-filled with gravel and left to settle. In 1931 an application of tar will be applied. The section of the street between Maple Street and Albion Street was scarified and a new two inch top laid.
Overlake Road-This street was started in 1929 but owing to the lack of underground appurtenances construction was delayed until this year. A permanent roadway was constructed this year finishing this project. This work was done under the Betterment Act and assessments will be levied.
Newell Road-This street was accepted and built in 1930 with a per- manent bituminous roadway from Albion Street to Fox Road. This pro- ject was done under the Betterment Act and assessments will be levied.
Eustis Avenue-This street was accepted in 1930 under the Better- ment Act and assessments will be levied. At the Elm Street end there was considerable change in grade, and retaining walls were built on both sides of the street to hold the road in place. A retaining wall was built in front of the property of A. P. McKinnon to hold the roadway in tact. A retaining wall was built in front of No. 8-10-12 to retain private property. Much grading was necessary on both sides of the street the entire length in order to conform to existing property on the new grade of the street. Cement curbs were installed the entire length of the street on both sides. A permanent 4 inch bituminous roadway was installed between curbs. Sidewalks were constructed of gravel.
Street Drainage-A line of 12 inch pipe was laid in Grafton Street across Main and on Hanson Street. Catch basins were installed to care for surface water. This drain empties into the brook on Grafton Street and cares for water on that street as well as on Hanson Street.
123
REPORT OF HIGHWAY ENGINEER
A line of twelve inch pipe was laid from Vernon Street across private land owned by Goldsmith, to the brook near the railroad tracks at Salem Street. This pipe line eliminates water from Vernon Street flooding private land.
A line of 15" pipe was laid on Spring Street a distance of 700 feet from the end of the present drain to the Stoneham line. Catch Basins were installed to care for the disposal of surface water.
Sidewalks-The following new granolithic sidewalks were built during the year:
Main Street in front of property of Mrs. Sarah Heath.
Park Street in front of property of Mrs. Sarah Heath.
Otis Street in front of property of Arthur C. Verge. Eaton Street in front of property of Ernest G. Willard.
New Tar Concrete sidewalks were laid in the following locations:
West Chestnut Street from Cedar St., to Fairmount Ave.
Cedar Street from West Chestnut St., about 100 feet to end of property of Wakefield Real Estate and Building Association.
New Curbing was laid in the following locations:
Tamworth Hill Ave., from Morgan Ave., to top of Hill.
Armory Street from Main Street to beyond Armory Door. Old Tar Concrete Sidewalks were re-topped in the following locations: Main Street from Greenwood Avenue to Oak Street.
Pine Street.
Pitman Avenue.
Francis Avenue.
Madison Avenue.
Greenwood Avenue.
Gould Street-Albion Street to Cedar Street.
Chestnut Street from Railroad tracks to Cedar Street.
Murray Street. Tuttle Street.
Foster Street.
124
TOWN OF WAKEFIELD
Main Street in front of Y. M. C. A., and Baptist Church.
Main Street in front of Elk's Home.
Wave Avenue.
Pleasant Street.
White Avenue. Lawrence Street.
Salem Street. Pearl Street.
Lafayette Street. Church Street.
Cedar Street.
Armory Street in front of Armory.
A retaining wall was built on the west side of Main Street from op- posite Lawrence Street, a distance of about one thousand feet northerly. Catch basins were rebuilt to better care for the disposal of water. This work was necessary to hold the sidewalk in place.
All Other-Signs reading "Welcome to Wakefield, First Settled in 1639" were placed at the town lines in the following locations:
Salem Street at Lynnfield Line. Water Street at Saugus Line. Main Street at Melrose Line. Albion Street at Stoneham Line. Main Street at Reading Line. Vernon Street at Lynnfield Line.
Fifty signs reading "One Hour Parking Limit" were placed through- out the business section. Signs reading "No Parking on this Side" were placed on the east side of Foster Street, south side of Mechanic Street, North Side of Center Street and on Lowell Street from north Main Street northerly.
Several street signs were erected and many damaged ones replaced.
All caution signs denoting a railroad crossing were overhauled and those missing were replaced.
125
REPORT OF HIGHWAY ENGINEER
Warning signs were erected at the traffic lights in Greenwood Square.
A Guard Rail was built at the corner of Morrison Avenue and Summit Avenue to protect the end of a drain pipe.
A cement retaining wall was built on Main Street between Franklin Street and Summer Street.
A cement retaining wall was built on Vernon Street in front of Num- ber 183.
SURFACE DRAINAGE SYSTEM
At the Annual Town Meeting of March, 1929, the sum of $10,500.00 was appropriated to reconstruct, relocate, and repair Surface and Ground Drainage. This work was to be done within the property of the Heywood- Wakefield Company. During the year the Town held several conferences with the Heywood-Wakefield Company, the result of which found the Town unable to obtain an agreement from the Heywood-Wakefield Company to permit entrance to their property.
The Heywood-Wakefield Company insisted upon the removal of 183 feet of 30 inch pipe which was then in existence in their yard and which the Town planned to empty the water from a 48 inch pipe into.
At the Annual Town Meeting in March of 1930 an additional $5,500.00 was appropriated to replace this present 30 inch pipe. After several con- ferences with the manager and officers of the concern an agreement was reached and work was started at old Melvin Street and continued westerly to Building No. 11. From this point westerly to the old water wheel hole was found a well preserved stone culvert. This culvert is about 7 feet in width and 6 feet in height. This was thoroughly cleaned. Work was started again at the water wheel hole and a 48 inch pipe was laid in a westerly direction on a new course and replacing the present two 24" pipes. This part of the work is still under construction and will be completed by Spring.
Before obtaining an agreement with the Heywood-Wakefield Company it was necessary for the Town to agree to clean the brook east of the Yard. This brook was cleaned, widened and deepened to and below the location of the Low Level Sewerage Pumping Station. We also agreed to furnish a man to patrol this section of the brook in order to eliminate any obstruc- tion which might stop the flow of water. We agreed to do this until such time as the Town could clean the Wakefield Brook to the Saugus line.
At a special Town Meeting held in December 1930, a transfer of $3,300.00 was made for the Relief of the Unemployed. This money was used to widen and deepen the Wakefield Brook. Work was started at the Saugus line and by the first of January the brook was deepened and widened to a point about a thousand feet westerly of Farm Street. The work progressed
126
TOWN OF WAKEFIELD
more rapidly than was anticipated and despite the fact that the men en- gaged on this project were not used to this kind of employment, I feel that the Town received dollar for dollar in this investment.
In the Drainage report submitted by Weston & Sampson, Consult- ing Engineers, it was proposed to widen this brook, pave the bottom and build concrete walls on the sides. This would entail considerable expense and knowing that the Town was in no financial condition at the present time to do this it was proposed that the brook be widened to 15 feet in width and deepened to a proper grade, thereby obtaining relief at a much less expense.
I recommend that this project be continued in 1931 and I recommend that it be completed before any work is done west of the Heywood-Wake- field yard. My reasons for this are that when the pipe line thru the Hey- wood-Wakefield yard is completed and when the section between Water St. and Lake St. is completed there will be much more water delivered into the Wakefield brook in a given space of time than ever before. Therefore, it is very necessary that before the Town delivers any more water into this brook provisions should be made for its disposal.
In connection with the widening and deepening of the Wakefield Brook a new bridge should be built at Farm Street. Also a new bridge at Wiley Street and a new bridge at Vinton Street. If possible these bridges will be piped with 48 inch pipe. If water pipes, gas pipes, or other underground appurtenances do not allow a 48 inch pipe to be laid under these streets the bridges will be constructed of re-enforced concrete.
The entire expense of this project from the Saugus line to the corner of Water and Vernon Streets will be about $33,000.00.
On December 31, 1930, the Department had a total of $1,463.15 un- paid bills.
At this time I wish to express my appreciation for the support given me by the Board of Selectmen and various other Town Officers and especially to William Blanchard, Committee on Highways.
Respectfully submitted,
HAROLD S. POWELL,
Highway Engineer.
127
REPORT OF DEPARTMENT OF PUBLIC WELFARE
Report of Dept. of Public Welfare
The Department of Public Welfare respectfully submits its report for the year ending December 31, 1930.
It was apparent from the increasing number of calls in January 1930 that unless general business conditions improved greatly during the year, many families would face serious want and the calls on the Welfare De- partment would be unusually large. The year followed its early indica- tions and there was much unemployment during the entire period. Many who had always managed to solve their own living problems before were forced to seek aid from the Welfare Department. Some of these were aided for a short time only, but there are still a great many who face most difficult conditions and must be aided until they can find employment.
As might be expected, the need to provide Thanksgiving dinners was greater than ever before but this need was met by more generous contri- butions from both individuals and organizations who have become very much interested in the Thanksgiving work.
At Christmas, a similar increase in the numbers to be provided for was taken care of to a much greater extent than in previous years by the churches, and business and social organizations. Yet even with this re- lief, the calls were much more numerous than any previous year.
One of the greatest needs during the winter has been a milk fund which could be used to supply milk to families who had children but were not be- ing aided by the town. Through the thoughtfulness of the Rotary Club, the Teachers' Association, the Fireman's Association, the Mother's Club, Wesley S. Parker and many other organizations and individuals, this fund has been established and is now helping many children.
At the close of the year there were at the town infirmary eleven in- mates under the supervision of Mr. and Mrs. Melvin W. Brown. The maximum number of inmates during the year was twenty three.
During the year, men who have been aided by the department have worked on the town farm and have been provided with dinners for them- selves in addition to the aid for their families.
Appropriation (1930) March Appropriation (1930) August Refund
$61,500.00 2,198.00 37.76
$63,735.76
128
TOWN OF WAKEFIELD
Expenditures-(Outside Relief)
Unpaid Bills, 1929
$4,239.92
Telephone
37.45
Shoes and Clothing
644.78
Groceries
7,837.22
Coal and Wood
174.70
Board and Rent
9,277.90
Medical Attendance
769.10
Hospital Care
456.30
Mothers' Aid
1,031.58
Relief by Other Cities
7,990.27
Buick
341.57
Other Expenses
842.84
Total Outside Expenditures
$33,643.63
Reimbursements-(Outside Relief)
Mothers' Aid
$602.03
Temporary Aid
1,709.00
Reimbursements
270.00
Use of Auto
60.00
Total Outside Reimbursements
$2,641.03
$30,965.15
Add-Farm Products given families
1,155.00
Net Outside Expenditures
$32,120.15
Expenditures-(Town Farm and Infirmary)
Unpaid Bills, 1929
$1,669.74
Superintendent and Matron
1,740.00
Other Employees
2,999.60
Groceries
3,620.62
Dry Goods
210.79
Fuel and Light
1,085.19
Care of Buildings and new Slaughter House
4,504.74
Hay and Grain
5,548.64
Gasoline
816.66
Truck
2,212.16
Other Expenses
5,025.03
Total Farm and Infirmary Expenditures
$29,433.17
129
REPORT OF DEPARTMENT OF PUBLIC WELFARE
Receipts-(Cash to Town Treasurer)
Milk
$5,282.24
Eggs
153.74
Pigs
2,853.93
Slaughtering
201.00
Vegetables
483.46
Board
1,333.56
Poultry
36.00
Miscellaneous
35.00
Total Farm Receipts
$10,378.93
Expenditures less Cash Receipts
$19,054.24
Deduct-Aid given by town to outside families:
5,000 quarts milk at 12 cents
$600.00
. 80 loads wood
480.00
Moving families-5 at $15.00
75.00
Total
$1,155.00
Net Expenditure Town Farm and Infirmary
$17,899.24
Appropriation
$63,735.76
Total Department Receipts
13,019.96
$50,715.80
Unexpended Balance
658.96
Net Department Expenditures
$50,056.84
130
TOWN OF WAKEFIELD
Inventory at Town Farm
Year Ending December 31, 1930
LIVE STOCK
98 Brood Sows
$3,920.00
16 Small Pigs
80.00
30 Shoats
240.00
11 Boars
330.00
27 Cows
4,050.00
12 Heifers
300.00
2 Bulls
130.00
94 Ducks
188.00
47 Geese
141.00
130 Hens
260.00
1 Rooster
1.50
3 Horses
450.00
$10,090.50
FARM EQUIPMENT
2 Garbage Wagons
$100.00
3 Trucks
900.00
2 Double Wagons
125.00
1 Farm Wagon
50.00
2 Carts
125.00
1 Single Cart
50.00
4 Sleds
175.00
Emery Wheel, Grind Stone, Belting
75.00
2 Mowing Machines
90.00
2 Sulky Plows
100.00
Plows, Tedder, and Farm Tools
300.00
Manure Spreader
70.00
Harnesses
250.00
Hog Wire
25.00
Contents of Slaughter House
600.00
Irrigation System
70.00
$3,105.00
131
INVENTORY AT TOWN FARM
FARM SUPPLIES
225 Cords of Manure
$1,250.00
40 Cords of Wood
720.00
20 Tons of Hay
520.00
10 Tons of Straw
200.00
6 Tons of Grain
216.00
$2,906.00
HOUSE EQUIPMENT
Electric Bread Mixer
$250.00
Meat Grinder
50.00
Electric Refrigerator
2,500.00
Household Furnishings
3,500.00
$6,300.00
HOUSE SUPPLIES
800 Gallons of Fuel Oil
$58.00
Contents of Store Room
2,700.00
$2,758.00
MISCELLANEOUS
130 Gallons of Gasoline
$15.34
$15.34
$25,174.84
WILLIAM C. STRONG, Chairman, JAMES A. FOX, ADELAIDE W. BOYNTON, Secretary.
132
TOWN OF WAKEFIELD
21st Annual Report of the Wakefield Water and Sewerage Board
The Wakefield Water and Sewerage Board presents herewith its annual report covering operations of the Department for the year ending Decem- ber 31, 1930.
Detailed figures will be found in the report of the Town Accountant.
Receipts
Expenditures
Water Rates
$92,750.48
Maintenance
$46,425.72
Services
4,288.86
Services
4,480.85
Construction
612.78
Construction 4,936.90
Rents, Summons and Turn Ons
521.60
All Other
10.00
Commissioners' Salaries 300.00
Additional Water Supply 1,500.00
Metropolitan Water 7,369.77
Cleaning Watershed Cry-
stal Lake 3,993.11
$98,183.72
Deficit
11,136.38
$109,320.10
$109,320.10
As stated in the last annual report that the board should take action to relay two miles of old cement pipe each year, and complying with same, we have relaid Nahant Street from Main Street to opposite house of J. M. Antunes, a distance of 7624 feet.
Approximately 10,000 feet of 12 inch cast iron pipe has been laid dur- ing the year, thereby providing a greatly improved supply in districts where this has been badly needed.
On account of the extended and severe drought that began in May, 1929, in some respects the equal in severity of any period on record, the water in Crystal Lake on January 1, 1930, was 58 inches below high water mark. On April 20, 1930 with the level of the lake 33 inches below the spill-
Bonds Retired
30,000.00
Interest 10,313.75
133
REPORT OF WATER AND SEWERAGE BOARD
way, it became apparent that continued lack of rainfall would create a water shortage within a few months.
The water continued to drop until it was 72 inches below high water mark. On August 4, 1930, the town authorized the Water and Sewerage Board to purchase water from the Metropolitan District Commission. In accordance with same an agreement was made and the town commenced to take water from the Metropolitan system through the Stoneham distri- bution system on August 12, 1930 and continued to use same as part sup- ply until December 18, 1930.
At the same Town meeting the Water and Sewerage Board was au- thorized to make tests for further water supply. After thorough investi- gation, it was decided to drive test wells on land adjacent to the town gravel pit on the northerly side of Nahant Street.
The yield of these wells was favorable as indicated by pumping and the quality of water was found to be excellent, as shown by the analysis, and received the approval of the State Department of Public Health.
As a result of the preliminary tests, decision was made to drive a total of sixteen wells, which were completed and connected with the town mains on October 29, 1930.
It is the opinion of the Engineers of the Water Department, Weston and Sampson, in their report of January 9, 1931 and concurred with by this board, that an additional water supply be developed from driven wells located in the vicinity of the town gravel pit on the northerly side of Na- hant Street.
The trunk sewer main to the Low Level Sewer Station has been ex- tended from Vernon Street corner of Aborn Avenue to the intersection of Sweetser and Pleasant Streets, thereby allowing the servicing of the greater portion of the north ward section.
The Superintendent's report which follows gives in more detail, in- formation as to construction, improvements and so forth, which will be of interest to the town.
SIDNEY F. ADAMS, WILLIAM B. STANTIAL, CHESTER A. EMERSON,
Commissioners.
134
TOWN OF WAKEFIELD
SUPERINTENDENT'S REPORT
To the Water and Sewerage Board:
Gentlemen:
I respectfully submit the following report for the year ending Decem- ber 31, 1930.
WATER EXTENSIONS
Overlake Road, 265 feet of 6" cast iron pipe from dead end to Morning- side Road. This extension eliminates two dead ends.
Eustis Avenue, 333 feet of 6" cast iron pipe westerly from Elm Street to dead end.
Parker Road, 740 feet of 8" cast iron pipe southerly from Elm Street to dead end.
Montrose Avenue, 2365 feet of 12" cast iron pipe from dead end opposite house of L. L. Rogers, to dead end opposite house of W. B. Ames. This pipe constitutes a new artery which serves the easterly and north-easterly sections of the town.
Coolidge Park, 530 feet of 6" cast iron pipe from dead end northerly.
Essex Street, 160 feet of 8" cast iron pipe from dead end easterly to Vale View Road.
Forest Street, 65 feet of 8" cast iron pipe from dead end westerly.
Walton Street, 545 feet of 114" Galvanized pipe from Salem Street southerly.
Kingmont Street, 79 feet of 1" Galvanized pipe from dead end northerly.
Court Street, 186 feet of 1" Galvanized pipe from dead end northerly.
Lotus Avenue, 325 feet of 2" Galvanized pipe from Fellsmere Avenue easterly to Clifton Avenue.
Clifton Avenue, 372 feet of 2" Galvanized pipe from Lotus Avenue southerly.
135
REPORT OF WATER AND SEWERAGE BOARD
Woodland Road, 74 feet of 11/2" Galvanized pipe from dead end souther- ly.
RECONSTRUCTION
Nahant Street, 6545 feet of 12" cast iron pipe from Main Street to Oak Street, also 395 feet of 6" cast iron pipe from Oak Street to opposite house of J. M. Antunes.
Franklin Street, 170 feet of 6" cast iron pipe from Birch Hill Avenue westerly.
Birch Hill Avenue, 38 feet of 8" cast iron pipe from Nahant Street southerly.
Stark Avenue, 16 feet of 8" cast iron pipe from Nahant Street southerly.
Traverse Street, 25 feet of 8" cast iron pipe from Nahant Street norther- ly.
Melvin Street, 28 feet of 8" cast iron pipe from Nahant Street northerly.
Hart Street, 12 feet of 8" cast iron pipe from Nahant Street north- easterly.
HYDRANTS INSTALLED
Parker Road, corner Elm Street.
Parker Road, opposite Davidson Road.
Franklin Street, corner Orchard Street.
Salem Street opposite Walton Street.
Pine Ridge Road, 300 feet east of Renwick Road.
Montrose Avenue opposite house of J. B. Kelley.
Montrose Avenue, opposite house of C. N. Hood.
Montrose Avenue, opposite house of A. J. McClosky.
Montrose Avenue, 350 feet south of house of A. J. McClosky.
Nahant Street, opposite house of William A. Thrush.
Nahant Street, corner Birch Hill Avenue.
Nahant Street, corner Stark Avenue.
Nahant Street, corner Hart Street.
Nahant Street, corner Melvin Street.
Nahant Street, opposite house of John Murphy.
Nahant Street, corner Farm Street.
Nahant Street, opposite house of C. H. Colby.
Nahant Street, opposite house of N. W. Colby.
136
TOWN OF WAKEFIELD
HYDRANTS DISCONTINUED
Hydrant No. 110, Nahant Street opposite house of G. H. Howe. Hydrant No. 279, Nahant Street opposite house of J. W. Hopkins. Hydrant No. 119, Nahant Street opposite house of D. D. Landers.
HYDRANTS RELOCATED
Hydrant No. 240, Eustis Avenue, corner of Nichols Street to Nichols Street near Eustis Avenue.
SERVICES
New Services laid this year
69
Services relaid during the year
27
Number of feet of pipe laid on private land
2,542
Number of feet of pipe laid on public land
1,563
Number of feet of pipe relaid on private land 1,251
Number of feet of pipe relaid on public land
544
MAIN BREAKS DURING YEAR ENDING DECEMBER 31, 1930
TIME
Size
Location
Cause
Date 1930
Occurred
Water On
January
5
7.00 a.m.
February
11
8.40 a.m.
8.00 p.m. 10.15 p.m. 8.45 p.m.
2" C.I.
February
24
4.45 p.m.
6" C.I.
February
26
May
12
4.05 p.m.
8.30 p.m.
6" Cem.
June
20
12.10 p.m.
8.30 p.m.
12" C.I.
June
22
12.50 a.m.
9.30 a.m.
6" Cem.
July
24
12.05 p.m.
7.15 p.m.
12" C.I.
Nahant St., 50 ft. E. of Valley St.
September
13
10:00 a.m.
2.30 p.m.
4" Cem.
Intersection of Oak St., Oak Ave., and Gerard St.
October
14
October
17
11.40 a.m.
10.10 p.m.
8" Cem.
November
10
1.10 p.m.
November
19
3.15 p.m.
11.00 p.m.
6" Cem. 6" Cem.
December
3
10.20 a.m.
4.00 p.m.
Lake Street, opp. No. 18
December
10
3.50 p.m.
9.25 p.m.
12" Cem. 12" C. I.
At Main Gate, Main Street cor. Charles Street
December December
26
4.30 p.m.
12.15 a.m.
8" Cem. 8" Cem.
Opp. No. 20 Richardson St. Opp. No. 20 Richardson St.
Cracked Old Age Joint Leak Joint Leak Old Age
Cracked Pipe Settlement Cracked Pipe Pick hole by Gas Dept.
Leak at Sleeve Blasting for Sewer
Sm. Hole in Pipe Old Age Old Age
Split Band
December
14
Joint Leak Cracked Pipe Old Age
137
REPORT OF WATER AND SEWERAGE BOARD
No. Ave. opp. Gas House Barn No. Ave. opp. house of Hall Perham St., 120 ft. north of Water St. Water St., opp. house of Orsini Vernon St., cor. Pleasant St. Montrose Ave. opp. house of Kelley Main Street, opp. No. 700
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