Norwood annual report 1904-1907, Part 49

Author: Norwood (Mass.)
Publication date: 1904
Publisher: The Town
Number of Pages: 1374


USA > Massachusetts > Norfolk County > Norwood > Norwood annual report 1904-1907 > Part 49


Note: The text from this book was generated using artificial intelligence so there may be some errors. The full pages can be found on Archive.org (link on the Part 1 page).


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·


Amount carried forward,


$7,921 51


66


48 44


56


Amount brought forward,


$7,921 51


Days. Hours. Per Day.


John Folan,


72


2


66


144 44


Jerry Quinlan,


14


2


66


28 44


Peter Dillon,


I3


7


27 56


G. H. Morse,


4


42


9 00


James Murphy, 1


2


O


4 00


M. DeAlmeida, teams,


I35


7


1.50


203 68


Geo. Metcalf,


4


6


66


7 00


Florence Mahoney,


193


4


290 17


D. J. McCarthy,


178


3


66


267 50


M. J. Burk,


66


IIO


2


66


165 34


John Nugent,


205


2


307 84


D. D. Fitzgerald,


336


2


66


504 34


Albert Clay,


208


6


313 00


J. A. Scherer,


5


6


8 50


Michael Drummey,


195


4


293 17


W. C. Fuller,


66


2


S


4 34


John Drummey,


64


2


94 34


John Folan, No. 2,


3


5


5 33


Matthew Drummey,


28


I


42 16


Fred L. Fisher,


I3


5


20 33


F. A. Hartshorne,


50


6


76 00


Geo. H. Morse,


66


S


7


13 17


James Murphy,


66


2


0


3 00


John Nugent, 431 loads gravel at Ioc.,


43 10


Mrs. John Page, 2,686 loads stone at 6c,


161 16


Mrs. John Page, 46 loads loam at 6c.,


2 76


Mrs. John Page, 46 loads stone at Ioc.,


4 60


G. H. Morse, II loads gravel at 10c.,


I 10


Newman Fales estate, 16 loads gravel at Ioc.,


I 60


F. L. Fisher, 1,205 loads gravel at Ioc.,


120 50


F. L. Fisher, 3 loads gravel at 6c.,


IS


Amount carried forward,


$11,091 16


66


66


66


66


57


Amount brought forward,


$11,091 16 72


Lawrence Tisdale, 12 loads gravel at 6c.,


Lawrence Tisdale, 48 loads gravel at Ioc., 4 So


Herbert Rhoads, 430 loads gravel and stone at Ioc., 43 00


Herbert Rhoads, 96 loads gravel and stone at 6c., 5 76


Spear & Smith, for labor, catch basins, 23 00


Chicago Rawhide Co., for supplies, S 44


Walworth Mfg. Co., for supplies, crusher, 28 55


A. B. Black, for supplies, crusher, S 50


F. A. Fales, for seed and lawn dressing,


9 75


Good Roads Machine Co., for supplies,


S 50


J. W. Mckinnon, for labor and supplies,


2II IO


Cunningham Iron Co., for supplies,


4 90


Geo. H. Sampson, for supplies,


13 50


N. Y., N. H. & H. Ry., for freight on rollers,


47 00


Walworth Mfg. Co., for supplies for crusher,


I SO


Goe. H. Sampson, for forcite and caps,


90


Geo. F. Bagley, for labor and supplies,


95 05


J. Donovan, for labor on boiler,


2 00


J. E. Plimpton & Co., for grates for catch basins,


II OO


Fred H. Hartshorne, for express,


20


G. E. Sanborn, for pipe and supplies,


148 SI


Walworth Mfg. Co., for supplies for crusher,


. I 25


A. L. Dean, for labor,


3 42


J. E. Plimpton & Co., for grates for catch basins,


23 00


David Ellis, for labor,


2 45


F. A. Fales, for cement, 23 18


C. E. Smeltzer, for labor, 5 00


Geo. F. Bagley, for labor on fences, 19 63


Spear & Smith, for labor on catch basins, 26 25


John McKinnon, for labor and supplies,


53 99


F. H. Meeghan, for labor and supplies,


51 23


J. E. Plimpton & Co., for coal,


I 70


Amount carried forward, $11,979 54


58


Amount brought forward,


$11,979 54


A. B. Black, for supplies for crusher, 46 00


L. G. Marston, for expressage, 8 70


F. A. Fales, for cement, 3 20


J. E. Plimpton & Co., for coal, 52 So


H. H. Harvey & Co., for forge,


22 00


N. Y., N. H. & H. Ry., for freight,


4 00


F. Walker, for labor and supplies,


29 87


Beaver Coal Co., for coal,


35 00


Wm. Ryan, for labor and supplies,


31 IS


F. A. Dean, for supplies,


23 00


Adams Express Co., for expressage,


I 45


Chas. Ferguson, for inspecting boiler,


5 00


Geo. H. Sampson, for forcite and exploders,


31 60


M. C. Flynn, for labor,


3 00


Geo. H. Morse, for labor,


61 95


P. D. Huckings, for supplies for crusher,


22 96


J. E. Plimpton & Co., for coal,


55 00


C. D. Hoar, for labor,


2 00


Clark's Grocery, for supplies,


7 05


F. A. Fales, for cement,


2 00


L. G. Marston, for express,


4 05


Beaver Coal Co., for coal,


41 00


Geo. H. Sampson, for forcite and supplies,


78 00


Walworth Mfg. Co., for supplies for crusher,


2 06


Geo. H. Sampson, for forcite and supplies,


SI 98


C. E. Smeltzer, for supplies and labor,


14 05


Wm. Ryan, for supplies and labor,


36 SS


Walworth Mfg, Co., for supplies for crusher,


3 15


E. D. Harris, for supplies, 9 69


2 05


H. F. Walker, for labor and supplies,


40 15


Geo. H. Morse, for labor,


56 0I


David Ellis, for labor,


Amount carried forward, $12,796 37


59


Amount brought forward,


$12,796 37


John Nugent, for labor,


30 82


Beaver Coal Co., for coal, 56 50


J. E. Plimpton & Co., for coal,


44 00


M. D. Creed, for labor,


17 67


F. A. Fales, for cement,


49 35


Geo. E. Sanborn, for pipe and supplies,


20 55


Geo. H. Sampson, for exploders,


50


J. A. Scherer, for labor,


21 00


Geo. E. Sanborn, for supplies,


8 15


L. G. Marston, for express,


I 45


Fred H. Hartshorne, for express,


I 00


P. D. Huckings, for supplies for crusher,


31 67


Beaver Coal Co., for coal,


22 25


F. A. Fales, for cement,


12 00


N. Y., N. H. & H. Ry., for freight,


I 28


M. J. Drummey, for labor,


II OO


W. E. Allen, for labor and supplies,


32 00


A. Schufeldt, for labor, 3 56


John Nugent, for labor, 13 51


Walworth Mfg. Co., for supplies for crusher,


I 32


A. B. Black, for supplies for crusher,


44 50


W. D. Huntoon, for labor and supplies,


12 73


A. Abbt, for labor,


So


Geo. E. Sanborn, for supplies,


4 00


H. F. Walker, for labor and supplies, 12 60


Geo. E. Sanborn, for supplies,


27 36


Fred H. Hartshorne, for express,


I 15


Geo. H. Sampson, for forcite,


14 19


Bigelow Furniture Co., for supplies,


4 50


W. C. Hoar, for labor,


I 78


Geo. M. Lepper, for labor and supplies,


I OO


Pendergast & Callahan, for supplies,


4º 90


Amount carried forward,


$13,342 26


60


Amount brought forward,


$13,342 26


M. D. Creed, for labor, 2 00


Matthew Drummey, for laying wall, Smith Meadow, 100 00


Edward White, for labor, Water street bridge, I 00


Wm. Ryan, for labor and supplies, 5 88


Richard Walsh, for labor and supplies,


31 32


John P. Oldham, for labor on bandstand,


3 50


$13,485 96


Appropriation,


Material sold,


$13,000.00. 78.00.


WORK DONE.


The following items show the cost of the principal work done during the year on the various streets, bridges, culverts and drains.


HIGHWAYS.


Washington street, from Warren street to George street, was dressed with stone dust at an expense of $7.50. Washington street, from Railroad avenue to Day street, was dressed with stone dust at an expense of $3.77. Walpole street, from Wal- nut avenue to Chapel street, was dressed with stone dust, and from Winter to Bond street was repaired with stone dust.


On Walnut avenue various places were repaired, all at an ex- pense of $111.99. Railroad avenue, from Market street to Pleasant street was repaired with No. 2 stone, and finished with the steam roller at an expense of $73.21. The depressions on Nahatan street, from Washington street to Prospect street, Market street from Railroad avenue to Washington street, and Washington street from Railroad avenue to Nahatan street was repaired with No. 2 stone at an expense of $35.77.


Walpole street from Bond street to the Bigelow lot, connect-


61


ing with the Telford; also Washington street from Winter street to Douglas avenue, and Washington street from the Nor- wood Press to the junction of the subway, was macadamized at an expense of $2,740.25.


Washington street from Day street to Walpole street was macadamized at an expense of $361,19.


The width of the above work varied from 15 to 36 feet. The surplus material not used on the construction was taken to Florence avenue to fill the depressions in the water trench, caused by us taking all stone excavated for the crusher, and agreeing to fill the depression left.


On Washington street from Hoyle street to Winter street we established a new grade for the purpose of better drainage, and have caused the railroad to raise their tracks to conform to it. The cost per lineal foot for the above work was $1.25.


Neponset street from Pleasant street to Washington street was graded on the old surface with six inches of No. I stone and three inches of No. 2 stone, 12 feet wide. This was thorough- ly rolled and finished with two layers of gravel about two inches in depth. At the junction of Washington street the grade was raised about two feet to obviate the sharp grade to Washington street, and also for drainage. The cost for this work was $3,105.30. Cost per lineal foot .69 3-4.


On Lincoln street the unfinished portion was graveled, and also Winter street was repaired from Lincoln street to land of F. A. Fales, at an expense of $330.70. Cost per load, $1.00.


On Mylod street the projecting stones were excavated and the hill graveled, also the sidewalk abutting the property of Dr. L. H. Plimpton to Rock Hill street, was graveled at an expense of $54.61. Cost per load $1.07.


Fisher street from land of Mr. F. Allen to Walpole street was regraded at an expense of $65.05.


On Neponset street, abutting land of the Leonard Fisher estate, the street was repaired at an expense of $62.20. Cost per load $1.19.


1


62


On Washington street the hill abutting land of George H. Morse was repaired at an expense of $29.40. Cost per load .40.


SIDEWALKS.


The following sidewalks were dressed with stone dust :


Winter street, on the north side from land of Mr. Tilton to Nichols street, and on Nichols street to house of Mr. Baker, at an expense of $28.36.


On Lenox street, on the east side, abutting land of Eugene Murphy and others, Munroe street on the east side, from house of Mr. Drummy to Cross street. Rock street, south side, from Munroe to Pleasant street. Lenox street, on the west side, from land of John Nugent to the Plimpton Press, at an ex- pense of $80.64.


High street, from house of Coleman Mogan to Prospect street, was dressed with stone dust at an expense of $13.92.


Pleasant street, west side, from Railroad avenue to Rock street was repaired at an expense of $47.15. Pine street, on the south side, from Prospect street to house of Mr. Feeney, was graveled at an expense of $53.90. Cost per load $1.38.


The following sidewalks were repaired with stone dust :


Myrtle street, on the south side, to Howard street. Wash- ington street, on the east side, from Old Cemetery to Railroad avenue. Fulton street, on the east and west sides, from Rail- road avenue to Nahatan street. Washington street, west side, from Railroad avenue to George street, was repaired in places. Nahatan street, south side, from Washington street to Prospect street. Vernon street, on the north side from Washington was repaired in places.


George street, north side, to Granite street. Railroad ave- nue, on the north side, from house of Mr. Charles Ryan to N. Y., N. H. & H. R. R. Prospect avenue, on the north side, from Nichols street to Fulton street, and repaired to Prospect street. Railroad avenue, north side, from Washington street to Baker street.


63


Walpole street, west side, from Winter street to Bond street, and Bond street for about 150 feet, on the south side. Hoyle street, north side, from Walpole street to land of George H. Bateman, also on the south side from Everett avenue to Winslow avenue. Everett avenue, on the east side, repaired. Washing- ton street from land of Dr. Fogg to Winter street. Winter street, north side, from Washington street to Walpole street, was repaired in various places. Winslow avenue on the east side, from Hoyle street to Walnut avenue. Hoyle street on the south side, from Washington street to Winslow avenue. The cost for the above work was $201,17.


On Railroad avenue, north side, the sidewalk was graveled from house of Mr. P. Conolly to Prospect street. On Nahatan street, abutting land of Mr. Charles Edwards and Mr. Nee, and also on the south side, abutting land of Mr. Hayden.


On Beacon street, north side, from concrete walk to Wash- ington street. The sidewalk repaired on the east side of Cen- tral street, also on Cross street, north side, from land of Mr. Murray to Pleasant street. The total cost was $256.51. Cost per load $1.42.


Dean street, on the south side, from Pleasant street to land of Mr. D. D. Fitzgerald, and a sidewalk built under the railroad bridge at an expense of $62.SS. Cost per load .96 3-4.


On Winslow avenue, west side, a short piece of sidewalk · was graded and graveled at an expense of $7.50. Cost per load $1.50.


MOWING GRASS AND BUSHES.


The expense for mowing grass and cutting bushes during the year was $311.54.


RAKING, SCRAPING AND CLEANING GUTTERS.


The cost for raking, scraping and keeping the gutters free from rubbish, and carting away all surplus material was $1,322.52.


1


64


The park on Howard street was raked, dressed with lawn dressing and sowed down in the spring at an expense of $13.14.


CLEANING CATCH BASINS.


The cost for the care of the catch basins during the year was $204.79.


CARE OF BASINS AND WASHOUTS IN STORMS.


The repairs of washouts and the care of basins after storms during the year was $187.96.


CULVERTS.


The culvert on Wheelock avenue was repaired at an expense of $9.32. The culvert on Maple street, near the junction of Cottage street, was cleaned at an expense of $5.22.


On Howard street the culvert, with an outlet through land of M. M. Alden, was repaired at an expense of $2.22.


The culverts at the junction of Bullard and Vernon streets, Maple street and Vernon street, Nichols and Cottage streets, and Nichols street, near the junction of Vernon street, were re- paired at an expense of $13.78,


The culvert on Lennox street, abutting land of John Nugent, was taken up and partly rebuilt at an expense of $61.95.


The culvert on Neponset street, which receives the water from the High Bridge locality, was enlarged and lengthened at an expense of $158.71.


DRAINS.


The drain at the rear of land of Mr. E. F. Roby was cleaned at an expense of $222, also the drain connecting at the rear of the laundry was cleaned at an expense of $2.89.


The drain running from Washington street to the lock-up was cleaned at an expense of $7.34.


The drain on Washington street, on Morrill's field, and the drain running east from Savin'avenue, were cleaned at an ex- pense of $S.oo.


65


The drain which receives the water flowing through land of Mrs. Samuel Dean was taken up and replaced with 30 feet of 20-inch pipe, and the auxiliary drain closed up. The cost of this work was $42.56.


From Nichols street to Wheelock avenue 135 feet of 15-inch pipe was laid, connecting at both ends with the under drains of the street .. The cost of this work was $25.75.


On Washington street the culvert running east from Vernon street to the Smith meadow was taken up and 300 feet of 20-inch pipe was laid, and also three catch basins built, two at the junc- tion of Vernon and Washington streets, and one on Central street, which connects the pipes laid from Day street, Washing- ton street, and the outlet pipe running 237 feet to the main drain. Also retaining walls were built on each side of the main drain, running south and east from the constructed drain on Washington street to Central street.


The catch basins and pipe running east from Vernon street was called for on account of the gravel and rubbish continually washing down, which in a short time would fill the pipes already laid, running across and parallel with Central street. The cost of this work was $1,399.73.


BRIDGES.


The bridge on Short street was replanked and the cross tim- bers and rail were renewed at an expense of $202.84.


On Everett street temporary repairs were made in the spring, and later the old bridge was replaced with a stone arched bridge. This was called for, as the old foundation was gradually giving away, and by building the stone arch instead of plank, makes a permanent structure. The cost of this work was $566.84.


The bridge on Cross street was repaired at an expense of $3.08.


On Neponset street the bridge at the Willows was replanked at an expense of $36.85.


On Morse street the bridge and rail were repaired at an ex- pense of $12.70.


66


FENCES.


On Market street the fence was repaired in the spring at an expense of $5.08.


At the junction of Railroad avenue and Prospect street, abut- ting land of Mr. Breene, was repaired at an expense of $12.19.


On High street the fence was repaired at an expense of $11.92.


NEW CATCH BASINS.


At the junction of Nichols street and Prospect avenue a catch basin was placed at the north and south corners to receive the water which was continually washing the street away. The cost of this work was $69.88.


New grates and frames were placed at the Norwood Press and at the junction of Washington street and the subway at an expense of $23.89.


SETTING WATER TROUGHS.


The cost for setting the new water trough, including the pav- ing, was $245.24. The cost for removing the old water trough and resetting at the junction of Railroad avenue and Pleasant street was $29.32.


PAVING AND REPAIRS.


The gutters at the junction of Howard and Baker streets, Railroad avenue and Baker street, and the drive at the entrance to Mr. Wright's was repaved at an expense of $17.51.


The following drives on Vernon street were repaired : At the entrance to Mr. Jefferson's, Mr. Hartshorn's, Mr. Thomp- son's and Mrs. Smith's. The cost for this work was $38.23.


On Cross street, on the bridge, at the junction of Winslow avenue and Walnut avenue, and the junction of Cottage and Maple streets were repaired at an expense of $4.50.


Vernon street on the south side, from the ball grounds to the completed work, was paved at an expense of $90.89. Cost per yard .88 1-4.


67


Walpole street on the west side, from Bond to Winter street, was paved at an expense of $96.10. Cost per yard .78 3-4.


Beech street on the west side, from the drive of George H. Morrill, was paved at an expense of $85.17. Cost per yard $1.20. The cost per yard for the above work was increased on account of the large number of boulders excavated and re- moved.


Washington street on the west side, from Walpole to Day street, was repaved at an expense of $38.52.


CONCRETE AND EDGESTONES.


The cost for grading Railroad avenue to receive the concrete was $247.31. The cost for grading for the crossings on Wash- ington street was $20.00. The cost for removing the trees on Washington street at the Sanborn Block was $42.34.


On Railroad avenue, at the store of Pendergast & Callahan, 39 feet of edgestone and one corner block was set, at an ex- pense of $36.63.


REMARKS.


As the crushing plant had been idle for three years, it nat- urally caused quite an expense in getting it ready for operation. Most of the fittings had to be replaced ; the boiler had to be raised, alterations made to conform to the order of the boiler inspector, and the machinery a general overhauling. . The scales also were in a bad condition and had to be reset and a new weighing beam connected, which in all caused a lay- out of $295.00, and when started on the work, ran to our entire satisfaction, with practically no accidents during the season. The only repairs which will be called for this year will be a new smoke stack, and the plant, I think, is ready for operation as soon as steam is turned on.


In commencing the work, the crusher was supplied with stone from various sources. The Highway department had quite a quantity on hand; also from the gravel pits, from the water


68


works, telephone conduit, Mr. F. A. Fales, and from the exca- vations on the streets. The stone obtained in this way (with the exception from Mr. Fales) was supplied for the carting, and as they were getting scarce, we had to look to other sources for a supply.


The matter was brought to the attention of your Honorable Board, and it was decided, providing we could obtain stone from the ledge owned by Mrs. John Page, to purchase a steam drill. This I think was a wise move, for we can obtain the stone from that source cheaper than elsewhere.


I have estimated the cost of the stone blasted, carted to the crusher, and delivered into the bins at 50 cents per ton.


In building the macadam road I found I could not obtain water, as the town water cart was engaged in watering the streets, and with the consent of your Honorable Board I pur- chased a Studebaker water cart. This was necessary, as a ma- cadam road cannot be built without water.


In regard to the purchase of a steam roller for the town of Norwood, I will leave for your consideration.


Last year I was fortunate, through the courtesy of the Massa- chusetts Highway Commission, in obtaining one of their twelve ton Buffalo Pitts steam rollers, and if it is not deemed advisable to purchase a roller this year, we might obtain one from the same source.


The sewer question, if put in operation the coming year, will have a tendency to restrict the building of macadam roads on our main streets, or such streets that will be excavated for that purpose, consequently a steam roller would not be employed as steadily as last year.


There are a number of outlying streets that should be re- paired the ensuing year.


Nahatan street should be repaired with crushed stone from Prospect street to the line. A macadam foundation could be placed on the present surface, and the same methods employed as on Neponset street. That is, finished with gravel instead of


69


stone dust, which I think is full as durable for streets that can - not receive the benefit of the water cart. This would require the use of a steam roller.


Washington street, from land of Mr. G. H. Morse to High Rock street, should be repaired with gravel or crushed stone. The stone could be put on the present surface, and if gravel is used to finish the surface it would not require any shoulders to be built.


At the Hawes section there should be some repairing in a number of places. The bridge abutting the land of George Hawes will have to be repaired another year. I consider it safe now, but should not want to guarantee it for any length of time.


Winter street from Prospect street should be repaired in a number of places. By ploughing the gutters on the hills, which would give them a crown, would answer, with the use of some gravel spread in the depressions.


On Everett street, in the Ellis neighborhood, the gutters on the hills should be ploughed and the gravel graded to the centre of the street, as the hills are washed badly in places, and were not repaired last year.


Cross street hill, running north from junction of Neponset street, will have to be repaired. The streets that come under the ordinary repairs of the highways should be repaired with No. 2 stone instead of gravel, as it is more durable and stays where it is placed, and in a short time, by the ordinary traffic over them, is compacted.


I recommend that two catch basins be built at the junction of Washington street and Walnut avenue, one on the north and one on the south corner, to receive the water which has no out- let there.


I would recommend that a catch basin be built on the south side of Day street, at least 100 feet from Washington street, and connected with ten or twelve inch pipe to the outlet pipe from the catch basin already built. This would stop the continual washing away of Washington street at the junction of Day street in heavy showers and freshets.


70


The main drains which carry the water from the street will have to be cleaned this year, as I have found necessary to do every other year. The main drains run from Walpole street to the rear of the Norwood Press ; from Winslow avenue to Wash- ington street ; from Washington street, at Village hall, to the Everett pasture ; from Railroad avenue through Clark swamp to the Everett pasture ; from Lenox street, running east to the main drain; from Nahatan street through land of the Charles Pond estate to land of Mr. Allen Talbot; from the Smith meadow to the main drain at Clark's swamp, and from Walpole street, running east to Snakeup pond. There are a number of connecting drains which are cleaned at the same time.


I recommend that the appropriation for concrete sidewalks be as liberal as possible for the year, as there are unfinished por- tions (at the centre) on Washington street ; also Nahatan street should be concreted on the south side to Prospect street. Day street, on the north side, to Broadway, and an unfinished sec- tion on the south side of Railroad avenue, from Fulton street to Prospect street, also crossings where necessary.


The above remarks and recommendations I think are the most prominent, and I refer them to your Honorable Board for con- sideration.


Respectfully submitted,


FRED H. HARTSHORNE,


Superintendent of Streets.


71


LIABILITIES OF THE TOWN OF NORWOOD.


Water bonds at 4 per cent., $64,000 00 Less sinking fund, 27,158 28 $36,841 72


PUMPING STATION EXTENSION LOAN.


Note due Dec. 1, 1907, at 3 1-2 per ct., $1,000 00 1908, at 3 1-2 per ct., 1,000 00 1909, at 3 1-2 per ct., 1,000 00 1910, at 3 1-2 per ct., 1,000 00 $4,000 00


ADDITIONAL WATER SUPPLY LOAN.


Note due Dec. 1, 1907, at 3 1-2 per ct., $1,000 00 1908, at 3 1-2 per ct., 1,000 00 1909, at 3 1-2 per ct., 1,000 00 1910, at 3 1-2 per ct., 600 00


$3,600 00


WATER SERVICE EXTENSION LOAN.


Note due Dec. 1, 1907, at 3 1-2 pr. ct., $225 00


1912, 1,500 00


1913, 2,200 00


$3,925 00


72


E. J. SHATTUCK SCHOOL LOAN.


Note due Dec. 15, 1907, at 3 1-2 per ct., $2,600 00


1908, at 3 1-2 per ct., 2,600 00


1909, at 3 1-2 per ct., 2,600 00 1910, at 3 1-2 per ct., 2,600 00 1911, at 3 1-2 per ct., 2,600 00 1912, at 3 1-2 per ct., 2,600 00 1913, at 3 1-2 per ct., 2,000 00


1914, at 3 1-2 per ct., 2,000 00


1915, at 3 1-2 per ct., 2,000 00


1916, at 3 1-2 per ct., 2,000 00


$23,600 00




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