Town annual report of Plymouth, MA 1922-1923, Part 4

Author:
Publication date: 1922
Publisher: Town of Plymouth
Number of Pages: 696


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The coming season judging by the last, should be one of local prosperity. The various manufacturing plants are fair- ly busy. Work is not so hard to obtain as formerly and judg- ing by the reports of contractors who have been here, ordin- ary labor is not too plentiful. The summer business in car- ing for strangers is constantly increasing and those who cater to this class of visitors have an ever growing list of patrons. It is not wise to disregard this astonishingly large volume of money that is brought here each season. It pro- vides work for many people and numerous of our citizens who have no other means of earning, havc benefited from this con- dition.


The Town at its last Annual Meeting made a liberal appro- priation for the purpose of providing work for veterans of the late war who were unable to secure other employment.


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This has proved to be a very excellent method of giving them such assistance as they required. The relief has been given and in return the Town has had the benefit of their labor in many ways and the stigma of accepting public charity has been removed.


We think that Plymouth is now in a position to make a reasonable appropriation annually for the proper celebration of Forefathers' Day. It would seem that this was the one day in our year when the Town should rightfully be expected to make a suitable observance. And we would recommend that a small sum be set aside for this purpose. Our Pilgrim history is one of our greatest assets and it is not wise to leave to private enterprise, the burden of raising funds for such purposes.


The figures in connection with the work of the different departments are all shown in the report of the Accountant. and we have refrained from putting them in here. They can readily be found later on by those interested. In conclusion we wish to thank all the different officers and departments who have worked well in co-operation with the Selectmen the past year and made for the successful conclusion which we flatter ourselves has obtained.


We would recommend to the voters favorable action on the following matters:


The Court Street drain.


The Alden Street drain.


Taking a small piece of land on Union Street for widening.


The widening on Court Street at North Spooner Street. The latter being almost imperative to relieve the congestion of travel in this one of the narrowest places on our main thoroughfare.


The Court and Alden Street drains will have to be done at some future time and it would seem to be better economy to do these now than to wait and find that other surface drains were also necessary and have them all to do at one time. We


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have to face the fact that a system of surface drainage has got to be installed sooner or later, and it will be less of a burden on the Town to do a little of it each year than to have it all come at the same time with the consequent large sum of money involved amounting probably to thousands of dollars and necessitating a bond issue. The Union Street wid- ening merely means taking a small strip of land that now protrudes into the street and will simply align this with the rest of the property along the street and enable us to carry the new sidewalk around the corner from Water Street.


We have installed a number of new street lights in pursu- ance of the avowed policy of the board to put light wherever needed. At the present time the Electric Light Co. has ex- tensive plans for an improvement in service but there is a difference of opinion as to how these changes shall be made. It is probable, however, that some solution of the controversy will be worked out and the Town will be relieved of the oc- casional shortage of current, which has been noticeable in the past.


A list of the amounts recommended by the different depart- ments will be found farther on. We hope that every voter will give these his careful attention and be prepared to cast his vote for what he believes to be the best interests of the Town. It is to be hoped that you will not this year reduce the amount asked for sidewalk purposes. Sidewalks benefit more people than any other one thing and we want to have in the end an unbroken hard surfaced walk from the Eel River Bridge to the Kingston line, and after that such side streets as would appear to be proper.


WILLIAM T. ELDRIDGE, HENRY W. BARNES. JR., JOSIAH A. ROBBINS, D. H. CRAIG, FRANK EASTWOOD.


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REPORT OF SUPERINTENDENT OF STREETS AND TOWN ENGINEER.


To the Honorable Board of Selectmen :


Gentlemen :


I herewith submit the report of the Street and Engineering Departments for the year ending December 31st, 1922.


DETAILED DESCRIPTION OF ROAD WORK.


COURT STREET, BETWEEN SHIRLEY SQUARE AND BREWSTER STREET.


The work done on this section consisted of removing the old road surface, entirely, and spreading it on Clyfton and Chilton Streets.


The road bed was regraded to a much flatter cross section, with a straight slope from the east car rail to the east gutter.


A 4" penetration base of trap rock and Tarvia "X" was put in with a 2" mixed top of asphalt, sand and trap rock pea stone.


The new surfacing was carried from curb to curb, includ- ing the car track, and thus makes the whole width of the road between curbs available for travel of vehicles, a gain of about 6.0' in the usable width of the street at this point.


The area of the road built in this section was 933 square yards, and the total cost was $2,099.25, making a square yard cost of $2.25.


COURT STREET, BETWEEN BREWSTER AND CHILTON STREETS.


The road surface on this section was scarified and regrad- ed, and some of the material was carted to the side streets.


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A 2" mixed top was put on this road and between the rails of the car track.


The high shoulders on the old road were removed and a very much flatter cross section used.


The total area built was 2,616 square yards at a cost of $3,868.07, making the cost $1.48 per square yard.


WATER. STREET, NORTH TO LEYDEN STREET.


It was hoped that the Tercentenary Commission would be able to share with the Town the cost of resurfacing this sec- tion of road, but they were unable to do so and, in conse- quence, the cost to the Town was materially in excess of the original estimate for this work.


The shoulders of the old road were widened to meet the new east curb, laid by the Commission, and the whole road resurfaced with a 2" asphalt mixed top.


There was 4,566 square yards in this job, and the cost was $4,815.40, making a square yard cost of $1.05.


WHITE HORSE ROAD.


This stretch of road, from its junction with the Shore Road at Taylor's Farm to White Horse Beach, has received a 3" mixed top on the old gravel road. The area built was 3,308 sq. yds., and the total cost was $2,977.20.


The cost per square yard was $0.90.


BITUMINOUS TREATMENT ON GRAVEL ROADS.


All of the gravel streets in Town that received, last year, a treatment of Tarvia "B" and Pea Stone, have received an- other treatment of Tarvia "B" and sand this year, and several additional streets have been treated in a similar man- ner during the year.


On South Street, from John Kingsley's to Manuel Me- dara's, and on Standish Avenue, from Samoset to Alden Sts., Tarvia KP was sprayed at the rate of about a half gallon to the square yard, and No. 2 stone spread on the tar at the rate of about one ton to 30 square yards, and thoroughly rolled in.


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After the road had been open to travel about four months it was given a treatment of Tarvia "B" and sand.


The total cost of this work on these two streets was $0.31 per square yard, and about 8,000 square yards were built in this way. With an annual treatment of Tarvia "B" and sand, and at a cost not to exceed $0.05 or $0.06 per square yard it should be possible to keep them in satisfactory shape.


Our experience of the past two years with this method of treating our gravel roads would seem to indicate that for those streets not subjected to extremely heavy truck travel, very satisfactory results can be secured with a moderate expenditure for maintenance.


DARBY ROAD, from its junction with Samoset Street to the Carver line, and POINT ROAD, in Manomet, from the State Highway to the road leading to Mayflower Inn, were treated with Tarvia "B" and sand at a cost of about $0.06 per square yard.


EDES STREET was laid out by the Selectmen and ac- cepted by the Town at the regular March meeting.


Some work was done in grading up a portion of this and a cinder and stone dust sidewalk was built.


The total expenditure on this street was $289.00.


COURT STREET CAR TRACK AT HEDGES HILL.


By an agreement with the Brockton & Plymouth Street Railway officials, the space between the tracks of the Road was surfaced with No. 1 stone penetrated with asphalt and covered with sand.


This work extended from Cherry Street to Hedges Brook and should prevent the bad washouts that have occurred at this place in years past.


The total cost of this work was $338.00, and the Brockton & Plymouth Street Railway Company contributed $275.


NEW ROAD WORK IN 1922.


The following table shows the cost of all bituminous road work carried out during the year 1922 ; also, the total area built or treated and the cost per sq. yd.


LOCATION


TYPE OF ROAD


Area in Sq. Yds.


Cost Per Sq. Yd.


Total Cost


Court St., north to Brewster, 2" Asphalt mixed top, 4" Penetration base,


933


$2.25


$2,099.25


Court St., between Brewster and Cushman Sts., 2" Asphalt mixed top,


2,616


1.48


3,868.07


Water St., north to Leyden, 2" Asphalt mixed top,


4,566


1.05


4,815.40


White Horse Road, 3" Asphalt mixed top,


3,308


.90


2,977.20


Brewster St., Tarvia "B" and sand,


2,330


11


256.00


Winter St., Tarvia "B" and sand,


570


.11


63.00


Court St., Tarvia KP and No. 2 stone,


1,730


.20


353.20


South St., Tarvia "B" and sand,


4,200


.054


227.00


South St., Tarvia KP and No. 2 stone,


4,090


.25


1,026.00


Standish Ave., Tarvia "B" and sand,


2,700


.051


138.00


Standish Ave., Tarvia KP and No. 2 stone,


3,950


.264


1,047.00


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Darby Road, Tarvia "B" and sand,


25,550


064


1,627.0,0


Billington St., Tarvia "B" and sand,


5,400


.057


306.50


Cherry St., Tarvia KP and Pea Stone,


2,265


15


340.00


Cherry St., Tarvia "B" and sand,


2,250


.08


180.00


Point Road, Tarvia "B" and sand,


8,350


.06


501.00


Leyden St., Tarvia "B" and sand,


1,325


.05


66.25


Market and Summer Sts., Tarvia "B" and sand,


3,000


.05


150.00


Water and Union Sts., Tarvia "B" and sand,


1,750


11


195.00


Beaver Dam Road, Tarvia "B" and sand,


4,300


.06


258.00


Bartlett Road, Tarvia "B" and sand,


2,900


05


145.00


Strand Ave., Tarvia "B" and sand,


2,300


05


115.00


90,383


$20,753.87


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BRIDGES.


The Eel River Bridge, so-called, where the State Highway crosses Eel River, has been rebuilt during the past year as a re-inforced concrete beam and slab bridge.


The work was done in co-operation with the State and County. The Town paying one-half the cost, and the State and County one-quarter each.


The new bridge is 44.0' between concrete rails, and has a roadway 26.0' wide between the east curb and the east rail of car track.


A very great improvement has been effected by this work, and the maintenance of the bridge is reduced to a minimum.


Some of the 4" timber that was salvaged from the old wooden bridge flooring has been used in re-planking the Carter's River Bridge over the stream between Great and Little Herring Ponds.


SEWERS.


The most important piece of work carried out during the year in sewer construction was the renewing of a sec- tion of 14" sewer outlet pipe at the State Wharf on Water Street.


In the report of 1921, attention was called to the fact that about 500" of the old 14" pipe (over a portion of which a corner of the old Craig wharf had been built) was defec- tive, and an appropriation of $5,000.00 was recommended and granted to replace this section.


The pipe for the work was purchased of The Central Foundry Co., and cost $1,340.00, including freight and cart- ing. The work was done with Town laborers, and the total cost of the completed job was $3,674.24.


Work was begun on May 9th, 1922, and the connection was made on June 18th, 1922, since which time the new pipe has been in operation.


The following table shows in detail the length, size and cost of the various sewer jobs com- pleted during the year.


SEWERS AND SURFACE DRAINS.


LOCATION


Length in Feet


Size Inches


Aver. Depth


Labor


Material


Total


Cost Per Foot


Ocean and Weston,


618


8


5.7


$743.68


$926.26


$1,669.94


$2.06


Avenues,


68


6


120


6 C.I.


Cherry St. Ext.,


114


6


4.0


60.58


34.74


95.32


.84


Water St. Outlet,


479


14


2,334.24


1,340.00


3,674.24


7.67


Clark St.,


300


8


6.2


201.51


131.98


333.49


1.11


South St.,


594


8


5.1


477.88


433.60


921.48


1.55


Total,


2,293


$6,694.47


Stoddard St.


125


12


2.5


40.00


93.00


133.00


1.06


(surface-drain)


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GRANOLITHIC SIDEWALKS.


Co-operation on the part of the property owners has en- abled the Town to construct 1,395 square yards of grano- lithic sidewalk during the year 1922, at an average cost of $2.44 per square yard.


In figuring this average cost per square yard, the yardage and cost of the Obery Street job was not used because all the labor and some of the material on this job was furnished by the County.


Granolithic sidewalk construction partakes so much of the nature of a permanent improvement that in each case where the abuttor is willing to share one-half the cost of construc- tion, it is very desirable to do a substantial amount of this work each year.


I recommend an appropriation of $3,000.00 for granolithic sidewalks for the ensuing year.


ASPHALT AND PEA STONE.


On Cliff Street, Sandwich Road, Cherry and Centennial Streets, the sidewalks have been re-surfaced, using pea stone, sprayed with asphalt. Clean sand was then spread over the asphalt and the surface rolled with a hand roller.


On the Cherry Street work the hot asphalt was sprayed in the gutter as well as on the sidewalk, and this should tend to prevent a recurrence of the washouts that have frequently occurred on this hill.


K. P. sidewalks, described in last year's report, have been built on South and Fremont Streets, and some cinder and crushed stone walks on other streets less used by pedestrians.


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The following tables show the area, cost and location of the sidewalks constructed during the year 1922.


GRANOLITHIC SIDEWALKS.


WALK


CURB


COST


COST


LOCATION


Sq. Yds.


Total


Per Sq. Yd.


Length in Ft.


Total


Per Ft.


Franklin Street,


212.0


$477.00


$2.25


301


$305.93


$1.01


Main Street Extension,


126.2


232.10


1.84


Court Street, at Anderson's,


60.6


133.20


2.20


Court Street, at Sugar Bowl,


68.6


183.98


2.68


Court Street, at Costa's,


87.1


211.89


2.43


Court Street, at Bass',


50.1


168.34


3.33


Pilgrim Hall,


289.2


724.43


2.51


Water Street, at Cappanari's,


53.7


161.10


3.00 Concrete 47


Granite


96


104.90


Carver St., at Plymouth Rock House,


43.7


122.20


2.77 Granite


20


25.00


1.25


South Street, E. N. Wood,


70.0


175.00


2.50


Obery Street,


333.0


291.20


1,494.6 $2,880.44


464


$435.83


The Town furnished cement and foreman, only ,on this job ; all other material and labor was furnished by the County.


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The following table show location, area and cost of crushed stone and asphalt sidewalk built during the year 1922.


LOCATION


Area in Sq. Yds.


Total Per Sq. Yd.


Sandwich Road, (Jabez Cor. to Hospital),


800


$638.00


$.80


Cliff Street, (Warren Avenue to


Sandwich Road)


930


663.00


.71


Cherry Street (north and south sides)


1,015


932.00


.92


Cherry Street (north and south sides (gutter),


655


97.00


.15


Bay View Ave.,


933


884.00


.90


Savery Ave.,


200


130.00


.65


Summer Street, (near Oak Street), 230


115.00


.50


K. P. SIDEWALK.


Fremont Street (south side),


341


$169.00


49


South Street,


270


. 175.00


.65


CINDERS AND STONE DUST.


Court Street (near Cold Spring),


$127.00


Warren Avenue,


235.00


Summer Street,


142.00


School Street,


89.00


STONE CRUSHED DURING YEAR 1922.


Approximately 1,310 tons of stone have been crushed during the year. The cost of this crushed stone is as follows :


Price paid for field stone delivered to crusher, $1.25 per ton


Labor and teams at crusher, .56 per ton


Power for year,


.16 per ton


$1.97


Total, 1,310 tons at $1.25,


$1,637.50


Labor and teams,


730.40


Power,


215.70


$2,583.60


COST


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ROAD OILING.


A considerable amount of road oiling has been done during the year with such satisfactory results that, in my opinion, a larger appropriation should be granted and more of this work done during the ensuing year.


There has been 58,647 gallons of Asphalt Road Oil No. 3 applied during the year at a total cost of $3,938.69. The cost per gallon was $0.066, applied.


For the first time in several years, one carload of oil was used at Cedarville, on the Bournedale Road, so-called, from Costello's Corner to Herring Pond, and the results obtained in that section warrant an annual application.


Not only does this oil lay the dust, but it very materially prevents washing in the heavy rains.


I recommend an appropriation of $6,000.00 for road oiling for the ensuing year.


COURT STREET RESURFACING.


A section of Court Street, northerly from Lothrop Street, should be resurfaced during the year 1923.


I recommend that $5,000.00 be appropriated for this work, which would consist of scarifying and re-grading the present road surface, and resurfacing with about 4" of No. 1 stone, penetrated with bituminous binder.


Probably about 4,000 sq. yds. could be rebuilt for $5,000.00. which would finish that section between Lothrop Street and the Plymouth & Brockton Street Railway turnout at Knapp's.


CLIFF STREET MACADAM.


It has been suggested that a bituminous macadam road be built on Cliff Street, from Warren Avenue to the Sandwich Road.


There would be about 4,500 sq. yds. in this section and the estimated cost would be $6,000.00.


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COURT STREET WIDENING.


Plans and estimates have been made for a proposed widen- ing on Court Street, opposite North Spooner Street.


The proposed line of widening would start at the norther- ly corner of Bagen's store, No. 393 Court Street, and con- tinue northerly in a straight line to the corner of the Cordage Company block on the northerly side of Ropewalk Court, thence following the face of this block and continuing in the same direction until it intersects the present easterly line of Court Street. The total length of the proposed change is 770' and the maximum gain in width would be about 11.5' opposite the end of Forest Avenue. The present width at this point from the easterly rail of car track to the easterly curb is 17.5' and the proposed new width would be about 29.0'.


The estimated cost of this work is $5,000.00, including land damage, rebuilding road and building granolithic curb and sidewalk for the entire distance.


SEWERS AND DRAINS.


The surface water on Court Street, from Centennial to Cherry Streets, has always been a troublesome problem, due to the very flat grade on Court Street.


A study of this question seems to indicate that the best solution of the problem would be to lay a 20" drain on the west side of Court street, beginning at Hamilton Street, and running out into the open gutter about 150' north of Cherry Street.


Suitable catch basins at intersecting streets should be in- stalled.


The estimated cost of this drain is $5,000.00.


Another surface water problem that has been studied is on Alden Street at its junction with Allerton Street.


In heavy rains a large amount of water comes down Alden


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Street from considerable drainage area and occasionally over taxes the existing drain.


This situation could be relieved by constructing a suita- ble catch basin on the north side of Alden Street, opposite the school house lot and laying an 18' pipe from this catch basin to the meadow. An existing drain at the northery end of the meadow would take the water under Court Street to Cold Spring Brook.


The estimated cost of this work is $1,500.00.


WATER STREET BRIDGE.


The present wooden flooring on Water Street bridge over Town Brook has required considerable attention to keep it in safe condition for the increasingly heavy travel to which it is subjected.


The masonry abutments appear to be in good condition and I recommend that the old floor be replaced by 15" steel I beams encased in concrete, with a 7" reinforced concrete slab between the beams.


Sketches and estimates for this work have been prepared in this office and it is recommended that an appropriation of $1,500.00 be made for this work.


PRINCE STREET.


A request has been received for a sewer extension on Prince Street.


It is possible to extend the sewer on this street for 1.150' easterly from Court Street and on Cordage Street northerly from Prince Street about 200'.


If this sewer were laid, there would be 26 lots as shown on a proposed land development plan that could avar. themselves of a sewer privilege.


The estimated cost of this work would be $4.000.00.


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A summary of the special work proposed with the estimate cost each piece of work is given below :


Cliff Street, macadam,


$6,000 00


Court Street, resurfacing,


5,000 00


Court Street, widening,


5,000 00


Court Street, surface drain,


5,000 00


Alden Street, surface drain,


1,500 00


Water Street, bridge,


1,500 00


Prince Street, sewer extension,


4,000 00


$28,000 00


ENGINEERING.


All the necessary lines and grades for the new road con- struction and granolithic sidewalks have been furnished, and grades given for all sewer work.


ยท Record plans, showing line and grade of sewers and the location of Y's for house connections have also been made.


SNOW AND ICE REMOVAL.


The total amount charged to snow and ice removal during the year 1922, was $1,997.40.


Of this amount, $200.00 was spent for an additional snow plow for use on a motor truck, and $90.00 for a sidewalk plow for the Chiltonville district.


For use in the Long Pond district, a Baker V Plow for a Fordson tractor has been purchased, and should be useful in clearing the roads in this section.


In closing this report I wish to acknowledge the uniform- ly courteous treatment from your Board.


Respectfully submitted,


ARTHUR E. BLACKMER, Supt.


ANNUAL REPORT


OF THE


TOWN CLERK


Births, Deaths and Marriages


FOR THE YEAR


1922


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MARRIAGES REGISTERED IN PLYMOUTH IN 1922


Jan. 10. Daniel J. Sullivan and Olive A. Blanchard, both of Plymouth.


Jan. 10. Charles E. Butterfield of Providence, R. I., and Mary M. Goodwin of Plymouth, married in Plymouth.


Jan. 15. Peter N. Ruprecht and Mary Borghesani, both of Plymouth.


Jan. 21. Earle Ford Dempsey of Middleboro and Ruth Harriett Todd of Plymouth, married in Plymouth.


Jan. 28. Lee Russ Sturtevant and Harriet Burgess Morton, both of Plymouth, married in Kingston.


Feb. 8. Robert H. Cavanagh and Frances P. Wren, both of Plymouth.


Feb. 15. James Banado and Roma Fornaciari, both of Plymouth.


Feb. 18. Guintino Silva and Mary C. Oliveira, both of Plymouth.


Feb. 18. Chester Govoni and Minnie Rogers, both of Plym- outh.


Feb. 18. Manuel Oliveira and Mary Pacheco, both of Plym- outh.


Feb. 19. Alvin J. Terry of Plymouth and Jeannette D. Palardy of Kingston, married in Kingston.


Feb. 21. Joseph P. DeCarli and Fannie Fiocchi, both of Plymouth.


Feb. 25. Benjamin Lopes Rodrigues and Mary Helen Perry, both of Plymouth.


Feb. 28. Julius Goldman of Boston and Gertrude Cohen of Plymouth, married in Kingston.


Mar. 5. Ralph A. Torrance of Plymouth and Melvina Marie Corrow of Kingston, married in Kingston.


Mar. 14. Clarence Joseph Gaspar of Plymouth and Anna Di Renzo of Netcong, N. J., married in Plymouth.


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Mar. 15. Nello Dario Marchi of Somerville and Natalie Bertocchi of Plymouth, married in Plymouth.


Mar. 27. Merrill Seward Nelson and Doris Lucille Burt, both of Plymouth, married in Kingston.


Mar. 28. Everett B. Wood and Gertrude E. Sawyer, both of Plymouth.


Mar. 29. Charles William Johnson and Martha Churchill, both of Plymouth.


Apr. 11. Frank C. Dunlap and Olive L. Leach, both of Plymouth.


Apr. 15. George William Howland and Lilla Mae Lapham, both of Plymouth.


Apr. 17. Frank A. Sielaff of Hampstead, N. Y. and Emily S. Holmes of Plymouth, married in Plymouth.


Apr. 18. John Warren Damon and Helen Whittemore Har- low, both of Plymouth.


Apr. 20. Russell A. Warren and Emily Mallinson, both of Plymouth.


Apr. 20. John Warren Barlow and Lillian Virginia Des- champs, both of Plymouth.


Apr. 21. Emil C. Birnstein, Jr. and Alice Russell Holmes, both of Plymouth.


Apr. 23. Joseph Caravaglio of Quincy and Viola Desautell of Plymouth, married in Plymouth.


Apr. 30. Albert Roncarati and Margaret Mary Shea, both of Plymouth.


May 3. James D. Kennedy and Isabella E. Wood, both of Plymouth.


May 4. Warren Nelson Fish and Thordys Franklin Hath- away, both of Plymouth.


May 6. Feriano Bagni and Alice Rossi, both of Plymouth.


May 6. Frank D. Pratt and Margaret E. Silver, both of Plymouth.


May 6. William H. Karle and Annie Cavicchi, both of Plymouth, married in Duxbury.


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May 7. Chester Linwood Weeden of Hanson and Margaret Almer O'Brien of Plymouth, married in Hanson.


May 10. Wallace Herbert Blackwell and Bernice Ellen Philbrick, both of Bourne, married in Plymouth.


May 13. Joseph Ferdinand Grandi of Plymouth and Agnes Barker Lapham of Kingston, married in Plymouth.


May 19. Solomon Padlusky of Plymouth and Sarah Rice of Dorchester, married in Roxbury.




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