USA > Massachusetts > Norfolk County > Norwood > Norwood annual report 1900-1903 > Part 36
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T. F. Holman, 66 66
5 57
Fred A. Hartshorn, 66 66
3 55
Appropriation, $100 00
REMOVING SNOW.
Paid F. H. Hartshorne, for labor,
$411 48
John Nugent, 66
67 22
D. D. Fitzgerald,
29 62
Florence Mahoney,
66
23 67
Thomas F. Holman,
43 77
Fred L. Fisher,
16 60
George H. Morse, 66 66
38 51
George Hawes, 66
8 00
Fred A. Hartshorn,
66
7 50
E. B. Webber,
66
5 49
Albert Dean,
66
1 3 56
C. D. Hoar, 66
2 89
Richard Walsh, 66
4 00
H. C. Babcock, for supplies,
3 60
$665 91
Appropriation,
$1,000 00
GRADE CROSSINGS. .
Paid J. J. Feely, for services,
$300 00
Albert E. Avery,
66
125 00
Frederick Endicott, " 66
42 90
$467 90
$89 45
38
CONCRETE WALKS AND EDGESTONES .*
Paid C. C. Chisholm, for laying walks, $587 70
Sears & Son, 66
708 00
Fred H. Hartshorne, for labor, 720 43
G. H. Morrill, Jr., for walks and crossings, 108 94
G. H. Morrill, 66 66
156 49
P. V. Evans, 66 66 27 95
S. & R. Lombard, for edgestones, 356 25
N. Y., N. H. & H. R. R. Co., for freight on same, 78 78
Robert Rogers, for services, 64 00
James Burke, . for labor,
14 00
M. P. Conley, 66
2 40
John Nugent,
66
28 41
George F. Bagley, "
12 32
J. E. Hartshorn, for loam,
12 00
H. F. Walker, for supplies, Pendergast & Callahan, for supplies, 2 00
$2,884 89
Appropriation, $1,750 00
PAVING GUTTERS.
Paid F. H. Hartshorne, for labor, $662 28
H. C. Babcock, for supplies, 1 02
$663 30
Appropriation, $600.00
A portion of this amount to be paid by abutters.
5 22
REPORT OF SUPERINTENDENT OF STREETS.
To the Board of Selectmen :-
I respectfully submit my annual report for the year ending January 31, 1902.
The principal work done during the year by the Highway De- partment has been laid out on the following highways, sidewalks, bridges and culverts, not including the various miscellaneous work that is constantly arising.
HIGHWAYS.
On Winter Street, near junction of Washington, a piece of street, 117 feet in length, 20 feet wide and 1 foot in depth, was sub-graded with stone and graveled, at an expense of $123.02.
On Railroad Avenue, from Market Street to railroad crossing, was scraped and the worn out material removed, and then dressed with a coat of one-inch crushed stone four inches in depth. The stone was spread on in two layers, and each layer rolled, which, I think, made a smooth and hard surface. The cost of the ma- terial delivered and spread was $28.68. Cost per ton, $1.30.
Prospect Street, from Nahatan Street to Casey Street, was sur- faced with screened gravel, at an expense of $159.83. Cost per yard, $1.29.
Winter Street, from land of F. A. Fales to Prospect Street, 600 feet in all, was repaired, at an expense of $45.25. Cost per yard, $1.34.
Guild Street, at junction of Broadway, was repaired, at an ex- pense of $20.21. Cost per yard, $1.28.
40
Washington, Market and Beach Streets were repaired in vari- ous places, at an expense of $16.61. Cost per yard, $1.44.
Washington Street, from Winter to Norwood Press, was re- paired in various places, at an expense of $65.22. Cost per yard, $1.39.
Nahatan Street, from Fulton to Washington, 850 feet in all, was graveled, at an expense of $80.95. Cost per yard, $1.35.
Lenox Street, in the rear of the N. Y., N. H. & H. R. R. car shops, was graveled for 1,461 feet, at an expense of $116.50. Cost per yard, $1.11. This gravel was in the rough.
Washington Street, from Nahatan Street to the estate of Ed- ward Morse, was repaired in places and graveled, at an expense of $40.02. Cost per yard, $1.48.
Walpole Street, from house of Mr. John Chickering to Walnut Avenue, was graveled, at an expense of $173.50. Cost per yard. $1.38.
Pleasant Street, north from Sumner Street, was graveled for 705 feet, at an expense of $62.30. Cost per yard, 75c.
On Washington Street, at house of Mr. C. H. Shackley, a de- pression, caused by a spring, was excavated for a depth of two feet and filled with stone, and water carried to gutter by a blind drain, at an expense of $26.59.
On Sumner Street, at house of Mr. J. A. Sherrer, was graveled for 670 feet, at an expense of $72.50. Cost per yard, 85c.
Pleasant Street, from Railroad Avenue to house of Mr. L. H. Beaver, was graveled at an expense of $74.17. Cost per yard, 97c. This gravel came from a new pit owned by F. L. Fisher, but as it soon ran to sand we had to discontinue its use.
Wilson Street, for 1,170 feet, was graveled and repaired in numerous places, at an expense of $98.28. Cost per yard, 83¿c.
Neponset Street, from Washington Street to the Leonard Fisher estate, was graveled in various places, for 1,517 feet, at an ex_ pense of $112.67. Cost per yard, 91c.
On Walpole and Chapel Streets, the depressions in the streets were repaired with screened gravel spread from the cart, at an expense of $18.50. Cost per yard, $1.63.
Nichols Street, from house of William Fisher to Vernon Street,
1
41
was repaired with rough gravel, at an expense of $33.20. Cost per yard, $1.03.
Williams Street, from Kerresey Street to Clark Street, was graveled, at an expense of $47.34. Cost per yard, $1.43.
On Broadway, from Day Street to Guild Street, considerable cutting and filling had to be done in order to place the street at proper grade with the rail, and in a safe condition for public travel, requiring a layout of $118.62.
The cost for repairing the depressions in the highway caused by washouts from showers, and from gas and water trenches settling, was $96.31.
SIDEWALKS.
The sidewalk on Washington Street, from Winter Street to the house of Dr. I. S. Fogg, was graveled, at an expense of $26.78. Cost per yard, $1.43.
On Walpole Street, from Winter to house of Dr. R. M. Fogg, was dressed with stone dust, at an expense of $12. Cost per ton, $1.20. This was spread, and sidewalk re-graded by abutter.
On Hoyle Street, 828 feet of sidewalk was graveled, at an ex- pense of $57.55. Cost per yard, $1.40.
· Rock Maple Street, on the south side, from Day Street to Vernon Street, was graveled, at an expense of $41.50. Cost per yard, $1.24.
Day Street, on the south side, from the culvert to Broadway, and on Broadway to land of Mr. James Sullivan, was graveled, at an expense of $23.06. Cost per yard, $1.32.
Railroad Avenue, from house of Patrick Connolly to Fulton Street, and on Nahatan Street, from School Street to land of Mr. G. L. Ingraham, was graveled, at an expense of $107.20. Cost per yard, $1.36.
Nichols Street, from the land of Mr. E. Baker to the culvert, the sidewalk was raised and lawns graded to conform to the given grade, at an expense of $61.66.
Monroe Street, from Railroad Avenue to estate of J. M. Hell-
42
nesey, was graveled, at an expense of $100.93. Cost per yard, $1.63.
Railroad Avenue, from house of Mr. Braye to house of Mr. Thomas Casey, was repaired, at an expense of $68.28. Cost per yard, $1.52.
Walnut Avenue, at house of Mr. Shea, the sidewalk was sub- graded with gutter material, at an expense of $28.49. Later on it was surfaced with screened gravel, at an expense of $47.34. Cost per yard, $1.43.
Walpole Street, from house of L. W. Ellis, to concrete at estate of George S. Winslow, was graveled, at an expense of $60.60 Cost per yard, 92c.
Pleasant Street, from estate of Henry Connor to land of Mr. J. F. Kiley, was graveled, at an expense of $11.45. Cost per yard, 88c.
Washington Street, on the east side, from Railroad Avenue to house of Mr. A. Alden, was graveled, at an expense of $91.27. Cost per yard, $1.40.
Plimpton Avenue, on the north side, and Lenox Street, on the south side, corner Cross Street, were graveled, at an expense of $53.27. Cost per yard, $1.58.
Belleview Avenue, from Winter Street to house of J. W. Roby, was graveled, at an expense of $23.65. Cost per yard, $1.21.
Saunders Avenue, on the south side, the sidewalk was surfaced with stone dust, at an expense of $52.27. Cost per ton, $1.16. This was spread by the abutter.
Walpole Street, from the house of Mr. James Berwick to Fisher Street, the sidewalk was surfaced with stone dust spread from the cart, at an expense of $29.60. Cost per ton, $1.29.
Cross Street, from Lenox Street to house of Mr. J. H. Murphy, the sidewalk was graveled, at an expense of $22.75. Cost per yard, $1.53.
Day Street, from Washington Street to house of Mr. Tyler Thayer, was graveled with rough material, at an expense of $59.00. Cost per yard, $1.02.
43
PAVING.
Saunders Avenue, on the south side, from land of Mr. A. Law- rence to Walpole Street, was paved at an expense of $241.99. Cost per yard 83c.
Vernon Street, on the south side, from Bullard Street to Wash- ington Street, the paving was taken up and relaid at an expense of $179.00. Cost per yard, 87§c. In doing this work all ob- structions were removed, such as covered culverts at driveways, which are a source of considerable trouble, especially in winter, as they block up and freeze, and cause damage to the streets. This work called for a considerable of filling on the street and gutter.
Rock Street, on the north and south sides, from the top of the hill to Monroe Street, and a crossing gutter on Monroe Street, were paved at an expense of $180.60. Cost per yard, 84c.
Railroad Adenue, on the north of Washington Street, the gut- ter was relaid and extended for 30 feet, at an expense of $23.46. Cost per yard, 582c. This was called for on account of building a catch basin.
Railroad Avenue, from Lenox Street to the catch basin, was repaired, at an expense of $48.43; from the catch basin to Monroe Street, was paved at an expense of $36.83.
From Lenox Street to the catch basin at J. E. Plimpton & Co.'s foundry was paved, at an expense of $44.83. Cost per yard, 56c.
A great proportion of the material used in constructing the above three itens was furnished on the work, and was necessary in order to conform to the grades given for the concrete walks.
On Vernon Street, at the junction of Maple Street, a street crossing gutter was paved, at an expense of $43.13. Cost per yard, $1.06.
In sub-grading for this gutter we came in contact with con- siderable rock and hard-pan, which increased the total cost.
BRIDGES.
The bridge on Water Street was repaired, at an expense of $4.
44
DRAINS.
The drain through Clark Swamp, from land of Richard Oldham to land of the Everett estate, was cleaned and widened, at an expense of $25.51.
The drain from the rear of Mr. E. F. Roby's to house of Miss Edna Coburn was cleaned, at an expense of $1.32.
The drain running from Maple Street, through land of Mr. Allen Talbot, was cleaned and widened, at an expense of $8.
The drain from Washington Street to the Town Lockup was cleaned, at an expense of $2.89.
The drain running from Nahatan Street to Casey Street was widened and lowered, at an expense of $28.
CULVERTS.
On Lenox Street, in the rear of the car shops, the culvert was enlarged and a small catch basin built, at an expense of $34.65.
On Vernon Street, at junction of Bullard Street, the culvert was enlarged and straightened, at an expense of $9.
On School Street, at junction of Nahatan Street, the culvert was cleaned, at an expense of $6.
On Lenox Street, at the reservoir in the rear of the N. Y., N. H. & H. car shops, the culvert was enlarged. This I thought was necessary to stop the numerous washouts caused by freshets in the spring. The expense of rebuilding was $41.77.
The 12-inch drain pipe running from the catch basin at F. A. Fales & Co.'s grain mill, was repaired and 12 feet of new pipe laid, at an expense of $7.42.
The culvert on Washington Street, running from the Hoyle estate to land of the Everett estate, was enlarged with the excep- tion of 20 feet, which was repaired last year, at an expense of $75.08.
The culvert on East Hoyle Street, which receives the water from the above culvert, was lowered and enlarged, at an expense of $47.50.
By enlarging these culverts I am in hopes to stop the overflow-
45
ing of the street in time of a freshet.
The culvert on Monroe Street, near Cross Street, was cleaned and relaid, at an expense of $13.50. 7
On Douglass Avenue, a 40-foot, 12-inch pipe culvert was laid, at an expense of $9.12. This pipe was furnished by the abutter, Mr. James Murphy.
CLEANING CATCH BASINS.
The cost of the care of the catch basins, including carting the material to the Thayer lot and Central Street during the year, was $136.12.
NEW CATCH BASINS.
A new catch basin was built on the north corner of Railroad Avenue adjoining land of Mr. E. L. Hubbard, and 50 feet of 12-inch pipe cleaned and relaid, at an expense of $61.
RAKING, SCRAPING AND CLEANING GUTTERS.
The cost of raking and scraping the various streets and clean- ing and carting the gutter material for the year was $636.96.
MOWING BUSHES AND GRASS.
The cost for the year for trimming the grass on the edge of the sidewalks and mowing the bushes in various parts of the town was $135.67.
ROLLING.
The cost for rolling during the year was $32.56.
EDGESTONES. :
It has been the custom in former years to let the setting of
46
edgestones out by contract. This year it has been done by the Street Department.
On Washington Street, at the corner of Railroad Avenue, 1363 feet of stone was set. The cost of excavating the trench and setting the stone was 17gc per running foot.
The total cost of removing all surplus material and carting . gravel for the foundation for setting, was 23}c per foot.
On Railroad Avenue, from Market Street, 183 feet was set, running to land of J. W. Conger. The cost for trenching and setting was 15₺c per foot. Total cost, 214c per foot.
On East Hoyle Street, on the north and south corners of Wash- ington Street, 50g feet on a radius was set. Cost of trenching and setting was 223c per foot. Total cost, 332c per foot.
A circle of 157 linear feet was set at the Methodist church property. In excavating for this work we found considerable broken ledge to contend with, which had to be replaced with gravel, therefore increasing the cost. The cost for trenching and setting was 24e per foot. Total cost, 41gc per foot.
On account of the sewerage question the streets that will be first affected by the system I have repaired only where necessary. If not kept in a reasonable condition they would soon be in such a state that would call for just criticism.
The stone crusher has not been put in operation during the year on account of the above question.
In regard to the stone crusher and its use, I will make a few remarks, as I have been asked a number of times why I do not use stone instead of gravel.
I claim that when a stone road is built it ought to be con- structed to last, not for a period of five or six years, but, as I believe is claimed by experts, with proper care and attention, for twenty years, and some claim for all time to come, and stand the ordinary public traffic that is liable to use the streets of a country town. On the other hand, take the streets as they are, if your stone. is taken from the crusher and spread broadcast on the
47
streets, five or six inches in the centre to a feather-edge at the gutters, what are the consequences"? In two or three years your road gradually breaks away at the gutters, or shoulders, soon works to the centre and beyond repair. I have seen just such roads built, and if constructed in that manner is a useless way of laying out the town's money.
The system adopted by the Massachusetts Highway Commis- sion has been perfected by expert engineers and roadbuilders, and up to the present time is the only way of constructing a durable and lasting road. In constructing you must confine your stone at the slopes by a shoulder five or six inches above sub-grade or a paved gutter, and by rolling thoroughly the stone is so com. pacted that breakage rarely happens at this point.
Roads constructed in this manner are necessarily expensive to build, but, I think, as time will tell, cheaper in the end. The stone roads we have built under the supervision of the Massachu- setts Highway Commission, and also for the town, cost not far from $2 per linear foot. This includes all sub-drainage, catch basins, culverts, and all items pertaining to the construction.
The above remarks refer to the building of stone roads only. As for repairs on the highways small stone, that is, one inch in diameter, can be used in a proper manner at certain places to good advantage. The dust is excellent for sidewalks. I have been limited with this material, as the crusher has been run for certain specified work only, and we are generally left with a small stock on hand.
I have endeavored to answer the question in brief, for the benefit of the citizens who possibly are not versed in stone roads, and if my theory is at fault I stand to be corrected. When the town is ready to macadamize its streets in a proper and substan- tial manner, I see no reason why they should not compare with any in the State.
The highways are in a very fair condition. The drainage has been greatly improved the past few years. By so doing the numerous serions washonts we had to contend with in the centre of the town have been rectified. There are still streets which call for a system of drainage : notably at the junction of Winslow.
48
Avenue and Hoyle Street, and Washington and Hoyle Streets, to which I call your attention.
The bridges are in good order, with the exception of Short Street bridge. This bridge will have to be replanked and possi- bly one or two stringers replaced.
I recommend that on Prospect Street the gutter running from house of Patrick McManus to the catch basin at Nahatan Street be paved. This I consider should be done, as the gutter washes badly, and also causes the catch basin to be cleaned out frequently.
The gutter on the south side of Winter Street, from Nichols Street to Beach Street, I recommend to be paved. I consider this necessary, as the flow of water is gradually undermining the granitoid edgestones, and if not attended to, with the action of the frost, will cause them to heave and crack. The street at this location will have to be graveled, to conform to grade of paved gutter.
Also at the junction of Bond and Beach Streets a crossing gutter to be paved, for the same reasons as stated above.
I recommend that the culvert on Neponset Street that receives the water running under the railroad at High Bridge, be rebuilt and made larger, and the sluiceway cleaned and straightened. This is necessary, as the culvert will not carry the water from any 'ordinary freshet, causing the street to be overflowed and form dangerous places. In doing this work the street may have to be raised a foot or more, and a new railing built.
I recommend that the sidewalk on Railroad Avenue, from Monroe Street to Pleasant Street be concreted. This is a con- tinuation of last year's work, and when completed will give a concrete sidewalk on the south side from Pleasant Street to Washington Street.
I recommend that the west side of old Monroe Street be con. creted to Railroad Avenue. The sidewalk on Washington Street, from the Conger Block to Nahatan Street, be concreted and edge- stones set.
I recommend that a section of old sidewalk on Walpole Street, running south from Phillips Street, be reconcreted. This will be a continuation of the work done last year. The sidewalk at this
-
49
locality will eventually have to be reconcreted to Chapel Street.
The sidewalk on Walpole Street, from Bullard Street to Win- ter Street, will. when repaired, have to be reconcreted. I do not advocate this work to be done at the present time, as the edge- stones will have to be set over, the street raised, and a paved gutter constructed. When the street is raised it should be mac- adamized, which I do not think would be policy at present.
In making these recommendations I consider them the most prominent of the repairs on the highways the ensuing year, which I trust will receive your attention.
ACCOUNT OF HIGHWAYS, BRIDGES, CULVERTS, ETC.
Paid M. Folan,
48 days, 3 hrs., at $2 00
2 50
12 50
Martin Curran,
36 . 4 6 2 00
72 89
Thomas Conolly,
39
6.
.. 2 00
78 33
John Conton,
36 ..
1
2 00
72 22
Dennis Clifford,
33" 66
4
66 89
Bartley Flaherty,
37
75 56
William Forbush,
21
1-
2 00 2 00 2 00
43 56
W. C. Fuller,
3
1
.. 2 00 2 00 2 00
14 00
Patrick Fahy,
67
2 00
134 00
Timothy Dolliher.
32
..
2 00
65 56
John Kennedy,
48
7
٠٠
2 00
97 56
J. Corcoran,
51
6
2 00
103 34
James O'Brien,
2
4
6.
60 2 00
4 89
M. P. Conolly,
42
3
84 66
James Kelliher,
38
4
66
76 89
Morgan Curran.
11
.‹
..
1
.6
2 00
104 22
Daniel Fitzgerald,
63
73
6.
..
2 00
127 67
M. J. Burk,
23
4 5
6.
2 00
47 11
.. ..
80 00
Daniel Horrigan
40
Frank Horgan.
..
2 00 2 00 2 00
22 00
Festus Lyden,
52
Amount carried forward, $1,488 07
$96 66
M. Folan,
7 56
50
Amount brought forward, $1,488 07
Paid James Murphy,
32 days, 7 hrs., at $2 00
65 56
John Nugent,
98 “ 53 " 7
6
2 00
14 00
James Burk,
24 66
66
2 00
48 00
Andrew Curran,
30
5
..
2 00 2 50
61 11
Martin Lyden,
39
97 50
Martin Lyden,
48
5
2 00
97 11
John Powers,
20
7
6
2 00
41 56
G. E. Metcalf,
49
4
2 00
98 89
Albert Clay,
38
66
76 12
D. J. McCarthy,
32
5 66
65 11
John Foster,
12
66 2 00
24 00
Lawrence Tisdale,
15
66
6
66
2 00
33 34
John Folan,
17
66
66
2 00
35 56
Florence Mahoney,
30
7
66
66
2 00 2 00
36 44
Manuel De Almeida,
26
7
66
2 00
53 56
Morris Tobin,
19
7
66
2 00 2 00 2 00
126 44
Daniel Murphy,
2
Samuel Copeland,
14
66
7
66
2 00
29 56
James Bree,
29
"
4
66
66
2 00
58 89
G. H. Hawes,
6
66
66
2 00
12 00
Fred L. Fisher,
16
2 00
33 56
J. A. Scherrer,
7
66
2 00
14 00
Geo. H. Morse,
20
2 00
40 66
Geo. H. Cottle,
5
2 00
10 00
Benj. Shuster,
4
3
66
2 00
8 66
Harry Rhoades,
3 4
8
66
2 00
7 79
Bartley Curran,
34
69 11
Sumner Bagley,
1
2 00
Geo. Newton,
1
4
6
2 00
2 89
William Bateman,
3
66
2 00
6 00
66
2
66
66
2 00
4 00
Patrick Feeney,
26
7
53 56
Michael Culliarne,
18
2
66
7
66
3
..
66
5
66
2 00 2 00
Amount carried forward, $3,113 39
39 56
63
66
61 56
F. A. Hartshorn,
66 2 00 2 00
2 00
197 22
John Colbert,
51
Amount brought forward, $3,113 39
Paid Henry Wilder,
3 days, hrs., at $2 00 6 00
Patrick Foley,
6 “ 5 "
" 2 00
13 11
Eben Gay,
6
7
66
2 00 13 56
Dennis McCarthy,
9
5
2 00
19 11
John Duffee,
1
5
66 2 00
3 11
Michael Drummy,
11
2
66
66 2 00 2 00
20 00
Owen Norton,
S
66
16 00
E. B. Webber,
7
66
1
14 22
Albert Fales,
S
66
66
66
2 00 2 00 1 50
180 84
M. J. Burk,
23
66
5
66
66
1 50 1 50
35 33
James Murphy
33
66
49 50
John Foster,
24
66
1 50
36 00
John Nugent,
66
153
66
4
66
66
1 50
230 17
James Burk,
66
23
66
3
66
1 50
34 50
G. E. Metcalf,
66
98
66
S
1 50
148 33
Albert Clay,
66
67
6층
66 1 50
101 58
D. J. McCarthy,
65
66
1
66
66 1. 50
97 66
Lawrence Tisdale,
33
66
3
66
1 50
50 00
John Folan,
35
66
5
66
66 1 50
53 33
Florence Mahoney, "
61
66
5
66
66 1 50
92 33
F. A. Hartshorn,
66
36
66
4
66
66 1 50 1 50 66 1 50 66 66 1 50 66 1 50
50 33
J. A. Scherrer,
66
14
Geo. H. Morse,
66
39
66
1
66
66
1 50
58 66
Geo. H. Cottle,
10
66
66
1 50
15 00
Sumner Bagley,
66
2
66
66
1 50
3 00
Henry Wilder,
66
2
4
66
66
1 50
3 67
Eben F. Gay,
66
13
5
66
1 50
20 33
66
3
46 66
Mark Mogan,
4
66
8 00
Daniel Fitzgerald,team, 120
66
5 66
66
Amount carried forward, $4,746 16
80 33
Geo. H. Hawes,
6
12
66
18 00
Fred L. Fisher,
66
33
5
54 67
M. De Almeida,
53
5
66 2 00 2 00 2 00 16 00
James Shanley,
23
22 44
James Duncan,
10
66
21 00
52
Amount brought forward, $4,746 16
Paid E. B. Webber,
team, 14 days, 2 hrs., at $1 50
21 34
Albert Fales,
16 6
1 50 24 00
Michael Drummy,
10 4 4
1 50 15 68
Willis Fuller, 7 5 1 50 11 33
John Nugent,
1,478 2-horse loads gravel, 10
147 80
John Nugent. 10
" loam, 35
3 50
Geo. H. Morse,
41
gravel, 10 4 10
Geo. H. Morse,
11 66
stone, 10 1 10
Fred L. Fisher,
541
gravel,
10
54 10
Fred L. Fisher,
37 1-horse 66
6
2 22
E. B. Webber,
529 2-horse
66
S 42 32
John Ellis Estate, 9
10
90
C. O. Davis,
262
10
26 20
Town Pit, 40
.6
Frank Turner, for flushing drains, 1 00
Spear & Smith, for labor and supplies,
20 35
Pendergast & Callalian, for labor and supplies,
19 46
Good Roads Machinery Co., for repairs on scraper,
8 00
Albert Dean, for labor,
3 32
Francis Doane, for stationery,
1 85
Geo. E. Sanborn, for tools and supplies,
15 38
Philip Larson, for labor and supplies,
1 55
John Nugent, for labor,
1 50
J. E. Plimpton & Co., for supplies,
5 43
Geo. F. Bagley, for labor and supplies,
14 52
H. F. Walker, for labor and supplies,
14 17
Spear & Smith, for labor, catch basins,
7 92
Francis Doane, for stationery,
2 50
Fred L. Fisher, for labor, 28 50
F. W. Turner, for painting subway fence, 8 50
Geo. F. Bagley, for labor and supplies,
11 44
Geo. E. Sanborn, for drain pipe and supplies,
26 27
Robert Rogers, for surveying, 25 50
Robert Rogers, for plans, High Rock Street,
8 00
Amount carried forward,
$5,325 91
53
Amount brought forward, $5,325 91
Paid J. A. Scherrer, for labor, rolling,
12 00
Geo. F. Bagley, for labor and supplies,
65 22
Geo. H. Sampson, for exploders.
94
Geo. E. Sanborn, for supplies,
7 66
Win. F. Baker, for covering stone,
10 08
Wm. B. Hastings, for supplies.
4 09
Sears & Son, for labor, 94
D. F. Wetherbee, for mowing bushes, 9 23
Richard Walsh, for supplies,
10 85
F. A. Fales & Co., for cement.
5 50
John Nugent, for labor,
1 80
Geo. F. Bagley, for labor and supplies,
9 64
J. E. Plimpton & Co., for grates,
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