USA > Massachusetts > Bristol County > Attleboro > Reports of town officers of the town of Attleborough 1894 > Part 5
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97
ANNUAL REPORT
cannot see why the streets of Attleborough in a similar condition would not be just as disadvantageous in case of fire.
PLEASANT STREET.
From Mr. Isaac Alger's to the Norton line the road is completely worn out. It is almost impossible to drive a horse out of the walk in a muddy time. The centre of the road is almost a foot lower than the sides in many places, consequently the water settles in the center. The basis of all road improvements is the thorough drainage of the road surface and the foundation of the road bed, the crowning of the road sufficient to carry the water to side ditches.
I am in favor of public improvements as far as prac- ticable and I do think it practicable to put its streets in a condition so teams can draw a fair load and not be forever getting anywhere. It would do as much to boom the town as anything I know of in my opinion.
The taxpayers in outside districts have been very len- ient, I have heard but few complaints. I presume they thought it would have done no good, perhaps judging from time past. There will certainly have to be something done in the near future, they have been neglected so long that there are some places that will have to be looked .after.
The general complaint is that the money is all being laid out in the village. It was not all laid out in the vil- lage last year, although it could have been to very good advantage.
I used 1088 loads of gravel and stone from street car barn to North Attleborough line. Taking the condition of the road into consideration and the amount of travel over the same I thought it advisable to fix it up a little. I used quite an amount of gravel at Farmers Village, do
98
ANNUAL REPORT.
not know how much, as a good portion was given by Mr. Babcock on condition I would build a sidewalk from his house towards Farmers depot as far as his land went. The town saved money by so doing, the gravel put on the highway would have cost more than it cost to build the walk, besides the walk being an improvement.
I carted 431 loads from Mr. Nerney's pit, although the report only calls for 249 as he allowed the town 182 for carting stone that could not be used on the highway.
I used 892 loads from Mr. C. L. Watson's bank located at Mechanics. All the gravel for curbing and paving. came from there, also paving stone and small stone that was put on Park street and other places. Had about 3000 loads from Mr. Thomas Knott's bank. It was used to Park and Pleasant streets as far as Taunton crossing, and had gravel from other localities. I cannot give the exact amount of gravel used as I kept no account of gravel that was given. I had two teams cart three days from Major Horton's pit. I must have carted quite a quantity as it was good shovelling and had but a short distance to haul. There was no charge. I kept no account of gravel taken from town bank, I would judge there had been about 6000. loads used.
The owners of the three main gravel pits are C. L. Watson, Thomas Knott and Town. They are about an equal distance from the centre of the village, it is a long distance to cart, it takes considerable time to go to and fro, consequently it eats into money pretty fast, if there is- any very great amount carted.
I believe a portable stone crusher could be used to ad- vantage. There are lots of field and wall stone that could be had at very small cost. They would not be as desirable as stone of more uniform hardness but think they would answer the purpose very well and would be a decided im provement over mud. I think the town can get along very
99
ANNUAL REPORT.
well without a steam roller until such times as it can bet- ter afford it.
CATCH BASINS.
Previous to last cleaning the contents have been taken out in pails, the liquid put into barrels and carted off and the sediment put into carts. The consequence was it caused lots of filth on sidewalk and gutters. I had Mr. Sullivan's wagon with pump attached and pumped the liquid. It was an old trap, the box leaked badly and pump ditto. Under the circumstances it was not much improve- ment over the old way as far as filth was concerned, whereas if the box had been tight and pump worked good it would have been a decided improvement over the old way, although Mr. Mahoney told me they gained two a day by pumping the liquid. I would recommend the town to have a wagon built with a pump attached suitable to clean them out in a satisfactory manner. The contents can all be pumped by keeping the same well stirred.
They have pumps for that purpose. They can be cleaned in two thirds if not one half the time, besides be- ing very much cleaner. A wagon would last the town a long time if properly cared for and would pay for itself in a short time. I have been told that Elliott Bros., Woon- socket, have an arrangement for cleaning catch basins that works fine, the men are as clean when they are done work as when they commence.
There was a large amount of surplus help last summer. There was but little doing in the shops, consequently a portion of shop hands had to use some other means to get a living. They came in squads for work on the highway. It was rather embarrassing at times to know what to do. Jewelry manufacturers would come to me to intercede for some worthy friend. The town was helping quite a num- ber and I gave them work as far as I could. I would work
100
ANNUAL REPORT.
some two or three days and give some one else a chance. I had to refuse a great many, and would have been glad to put them all to work. As I could not I gave those work that I thought most needy.
Last year the town appropriated $50co for the Bi- Centennial. The Town should appropriate one half that amount $2500 in addition to its annual appropriation and tax the bicycles until the roads are put in shape. I think they could be maintained with less than that amount. There are quite a number of slough holes where it will re- quire considerable labor and material to put them in proper shape. After being put in proper shape it would not cost the town one half the amount to put a load of gravel on the same when needed as it would to let it go a number of years until the road gets in the same condition as it was before being fixed.
I don't know of any class of people any more interested in the highway than the wheelmen. I believe they would not object to paying a small tax on their wheels for the privilege of riding on good roads. They would save the amount of tax in wear and tear, twice over.
S. D. BUSHEE, Supt. of Streets.
SECOND REPORT
OF THE
WATER DEPARTMENT
OF THE TOWN OF
ATTLEBOROUGH, MASS.
JANUARY 1ST, 1895.
Town of Attleborough.
Water Department.
1895
COMMISSIONERS.
WILLIAM M. STONE, Term Expires, 1895.
L. Z. CARPENTER, 1 896.
G. A. DEAN,
1897.
SUPERINTENDENT AND REGISTRAR, WILLIAM J. LUTHER.
CLERK IN REGISTRAR'S OFFICE,
MISS CARRIE L. PERRY.
ENGINEER AT PUMPING STATION, GEORGE H. PALMER.
Report of Water Department.
SUMMARY OF STATISTICS.
ATTLEBOROUGH WATER WORKS.
Population by census of 1890 7577
Date of construction of works 1873
Source of supply Circular well near Seven Mile River
Mode of supplying, By pumping into iron standpipe 30. feet diam.
PUMPING.
I. Builders of pumping machinery, Geo. F. Blake Mf'g. Co., Deane Steam Pump Co.
2. Discription of coal used, George's Creek, (bituminus) Cost $4.60 per ton, 2,200 lbs delivered
3. Coal consumed for the year, 451,050 lbs
4. Pounds of wood consumed=coal in lbs. 1,000 lbs.
3
5. Total fuel consumed in a ye r 452,050 lbs.
6. Total pumpage for the year 99, 136,440 gallons.
7. Average static head against which pumps work 160 feet
S. Average dynamic head against which pumps work Blake 175 feet Deane 188 feet.
9 Number of gallons pumped per pound of coal 219.8
IO. Duty 34,385,136
Cost of pumping figured on Pumping Station expenses, viz $1860 51
11. Per million gallons raised against dy- namic head into standpipe 18.76
12. Per million gallons raised one foot high (dynamic) $.10
Cost of pumving figured on total main- tenance, viz. $14,461.38
13. Per million gallons raised against dyna- mic head in standpipe, $145.87
14. Per million rallons raised one foot high (dynamic) $.775
FINANCIAL STATEMENT.
MAINTENANCE.
Amount paid Town Treasurer by Water Registrar as follows :--- Amount collected for water rates,
$17974.60
11,174.60
Amount of appropriation by town,
6,800.00
Pumping Expenses, Repairs,
$1860.51 1489.42 666.45
Incidental Expenses, Salaries, 1000.00
Insurance,
Interest on bonds,
175.00 9270.00
Total of Maintenance,
$14461.38
Amount placed in Sinking Fund,
3500.00
Balance Unexpended. 13.22
$17974.60
$17974.60
CONSTRUCTION.
Unexpended balance January 1, 1894, Proceeds sale of bonds, Premium received on bonds,
$5731.50 40,000.00 22 50.00
Cost of construction for 1894 as shown in itemized accounts, Balance unexpended,
$36,309.08 11672.42
$47,981.50
$47,981.50
Total cost of works to date, Bonded debt at this date, Value of Sinking Fund at this date,
$276,541.91. 230,000.00. 19,627.56.
( $ 40,000.00, at 7 per cent., payable in 1904. 1 190,000.00, at 4 per cent,
406
ANNUAL REPORT.
CONSUMPTION.
1. Estimated population at date 8000
on lines of pipe
2. at date 6500
3. Estimated population supplied at date 5000
.4. Total number of gallons consumed for the year 99, 136,440
.7. Average daily consumption
271,606
8. Gallons per day for each inhabitant 34
9. " consumer 54
DISTRIBUTION.
I. Kind of pipe used
Cast iron and cement lined
.2. Sizes
From 4 inch to 16 inch 2075[
5. Total now in use
7. No. of leaks per mile
0.15
9. Hydrants added 5I
IO. Number now in use
221
15. Range of pressure on mains at Park Square for twenty-four hours 50 to 62 lbs.
SERVICES.
.25. Meters added 83
26. Number now in use 599
27. Motors added
I
28. Number now in use I
29. No. of meters rented by the town 315
30. No of meters owned by individuals 284
31. No. of faucets not supplied . through meters 385
3. Extended
28.28 miles
Report of Water Commissioners.
To the Citizens of Attleborough :
The Board of Water Commissioners have the honor to submit their second annual report for the year ending Dec. 31, 1894, together with the reports of the superintendent and registrar for the same period.
In the statistics which preface this report will be found a statement of the cost of pumping figured on the pump- ing station expenses and on the total cost of maintenance. The results obtained are gratifying by showing a low cost of pumping.
Thus the cost of pumping has been reduced from two and one half cents per thousand gallons during 1893 to one and eight tenths cents during 1894. The extensions of street mains as shown in the report of the superintendent have been very extensive, in fact in the last three years the length of street mains have increased fifty per cent. on the amount of the street mains laid at the beginning of that period, nearly all of the extensions being of large pipe ranging from eight to sixteen inches in diameter, while of the pipes first laid only the main on Park street was as large as eight inch, the remaining amount being six and four inch pipe.
For making the extension during the past year the pipe was purchased of the Radford Pipe and Foundry Co. for $21.60 per ton of 2240 lbs., the lowest price at which pipe has ever been purchased for the works. The contract for laying the pipe was awarded to Nahum Perry of this
IOS
ANNUAL REPORT.
town, he being the lowest bidder. In making this con- tract a clause was inserted that "Residents of the town should be furnished employment at fifteen cents (15) per hour in preference to other help except when skilled labor is required." By this arrangement a considerable part of the amount paid for wages on this work was received by townspeople. Under the vote of the town, extensions are made when a guarantee of five per cent on the cost of such. extensions is made. Under this plan the water depart- ment is put to an expense somewhat greater than the in- come received under the guarantee in as much as the in- terest on the cost amounts to 4 per cent. while the amoun of increase in the contribution to the sinking fund amounts. to 2 per cent. more on the cost of the extension.
Thus it will be seen without counting the cost of pump- ing or repairs, the expenditure caused by these extensions excee 's the income by one per cent. In the case of short extensions this amount is hardly appreciable, but when the total cost of such extensions amounts to between $40,- 000 and $50,000 it reaches a considerable amount. It is not our idea that the guarantee is necessarily too small, as this additional two per cent which is contributed to the sinking fund is really paying for the first cost of the work and it would hardly be fair to require persons making the guarantee to pay a sum sufficient to pay this first cost as well as the interest account, and in fact it is quite likely that by an increased valuation the town really receives an income sufficient to cover the total expense on this ac- count. We wished simply to call attention to the fact that the amount paid to the water department by the wat- er takers under this plan is not equal to the expenditures made by the department by reason of these extensions.
The income from water takers together with the appro- priation made have been sufficient for the running ex- penses of the department as was estimated. The amount
109
ANNUAL REPORT.
paid by the treasurer for interest has been larger than an_ ticipated. This is due partly to the increased interest ac- count by reason of the Hebronville Extension and partly to the payment of interest coupons due in previous years, but not presented by the owners when due. We have ar_ ranged for the town treasurer to deposit in the bank from this account a sum sufficient to cover all interest coupons falling due up to January Ist, 1895, and this amount is included in our financial statement of payments made dur- ing the past year.
For the coming year we estimate the receipts and ex- penses as follows :
RECEIPTS.
Domestics and Manufacturing rates
$13025.00
Appropriation by the town-
For School houses
$200.00
Drinking Fountains
300.00
" Engine houses and Lockup
25.00
Hydrant Rental
6800.00
7325.00
$20350.00
EXPENDITURES.
Pumping
$2200.00
Repairs, Incidentals and Clerk Hire
2200.00
Superintendent and Registrar
900.00
Interest Account
10400.00
Total Maintenance
$15700.00
Sinking Fund,
4650.00
$20,350.00
IIO
ANNUAL REPORT.
Under the plan suggested above the cost of water for school houses, fountains and lockup are included in the amount to be appropriated by the town as itemized. In previous years these amounts have been paid from the school and incidental appropriations of the town being the method in use when the water works were under the management of the Fire District. But as the works are now owned by the town it will simplify the work and ac- counts of the other departments if they do not have to provide in their appropriations for these items. By in cluding the cost of water for these departments in the general appropriation the amount which it will be neces_ sary to raise for these departments is lessened by the amount stated in the estimates. We have notified the officers of these departments of the change we have rec. ommended and presume that they have therefore omitted from their estimate any provision for water bills.
The sinking fund and interest accounts require some- what larger amounts than last year due to the increase in cost of construction, but the increase in income from water rates will make it unnecessary for the appropriation for hydrant rental to be increased over the amount of last year The estimate of the amount to be placed in the sinking fund was obtained by a careful calculation of the result of making certain additions yearly, to which was added the interest to be derived from loans and deducting the amount of bonds as each becomes due ; it was found that the sum named in the estimate would be sufficient to pay all the bonded indebtedness and have a small balance in the treasury.
Under authority of Chapter 95, of the Acts of 1884 water bonds to the amount of fifty thousand dollars were issued by the Fire District, payable in thirty years and re. deemable in ten years at the option of the town.
At the time these bonds were issued no premium could
IIP
ANNUAL REPORT.
be obtained on them but at the ruling rates in the money market at the present time a very considerable amount could be realized as a premium.
Therefore we have caused a petition to be submitted to the legislature for authority to issue bonds for the purpose of refunding these bonds which may be redeemed as fol- lows :
$ 12,000 redeemable Sept. 1, 1895, payable Sept. Ist, 1915. $20,000
Jany. 1, 1899, Jany. Ist, 1919.
$ 18,000 66 Jany. 1, 1901, Jany. Ist, 1921.
Under the terms of the bill submitted to the legislature. the proceeds of the bonds can be used for no other pur- pose than to refund the outstanding bonds described above except that any balance left after paying the old bonds shall be added to the sinking fund.
By refunding the outstanding bonds and issuing the new bonds for a period of twenty years (making them payable at the same time the old bonds would have become due). the interest account will be the same in either case, while at the prices for which bonds are selling today the town will probably realize a premium of two thousand dollars which will be added to the sinking fund and will reduce the amount to be raised by taxation by this amount of two thousand dollars, four hundred dollars of this amount can be obtained in Sept. 1895 if money rates hold as at presen t.
WM. M STONE, G. A. DEAN, L. Z. CARPENTER,
Water Commissioners.
MAINTENANCE ACCOUNT.
BILLS APPROVED BY WATER COMMISSION-
ERS OF THE TOWN.
PUMPING EXPENSES.
1894
Feb. 7. George H. Palmer $60.00
13. Olney & Payne Bros, coal 280.59
Mar. 6. George H. Palmer 60.00
29. American Oil Co. 7.25
Apr. 3. George H. Palmer
60.00
May 3. Olney & Payne Bros. George H. Palmer
19.04
June
6. George H. Palmer Olney & Payne Bros.
I 30.96
July
5. George H. Palmer
60.00
12. W. H. Riley & Son
31.32
Olney & Payne Bros. David Wellman Est.
9.00
Aug.
I. George H. Palmer
60.00
15. W. H. Riley & Son American Oil Co.
31.50
Olney & Payne Bros.
206.36
Olney & Payne Bros. Wm. P. Boyd
34.00
Sept.
6. George H. Palmer
60.00
Oct.
4. George H. Palmer
60.00
60.00
65.00
31.86
57.50
20.58
II3
ANNUAL REPORT.
Nov. I. Olney & Payne Bros. Olney & Payne Bros. George H. Palmer
205.28
67.52
60.00
Dec.
5. George H, Palmer
60,00
27. George H. Palmer
60.00
3I. Harris Oil Co.
7.75
$1.860.51
REPAIRS.
1894. Feb. 13. Benj. Pinner
$.75
N. Perry & Co.
59,90
A. R. Macomber
7.68
Standard Thermometer Co.
10.51
J. L. Carpenter
2.65
Union Water Meter Co.
4.95
J. L. Wells
.67
Grant Bros.
1.00
J. W. Gifford Co.
10.74
J. W. Gifford Co.
2.10
Mar, 29. C. T. Berry
300.00
Union Water Meter Co.
9 75
National Meter Co.
7.80
Ira Knight
31.80
George R. Vanier
2.21
Wm. N. Stone
10.43
May
3. F. Coupe
4.05
John Gallagher
5.00
J. W. Gifford Co.
9.83
George H. Snell
1.70
N. Perry & Co.
20.95
J. W. Gifford Co.
23.92
J. W. Gifford Co.
4.07
June
6.
Hersey Mfg. Co. J. W. Gifford Co. H. A. Smith
2.40
8.05
42.50
114
ANNUAL REPORT.
H. A. Smith
41.00
12. A. R. Macomber 1.40
July
12 Mossberg Mfg. Co. 1.85.
E. A. Fuller
1.23
E. A. Fuller
7.13
July
12. J. W. Gifford Co.
5.78
Aug.
15. J. W. Gifford Co.
22.33
N. Perry & Co.
20.63
N. Perry & Co.
28.59
Standard Thermometer Co.
4.50
Hersey Mfg. Co.
2.90
H. A. Smith
103.30
Kenneth MacKay
235.82
Sept.
13.
Kenneth MacKay
149.97
20. H. A. Smith
71.65
Hersey Mfg. Co.
7.75
Standard Thermometer Co.
9.18.
A, R. Macomber
2.10
Nov.
I. J. W. Gifford Co.
11.26.
Thomson Meter Co.
7.75.
National Meter Co.
3.25
N. Perry & Co.
16.54
Kenneth MacKay
7.50
15. James Orr
17.90
J. W. Gifford Co.
5.13
A. R. Macomber
2.50
Dec.
5°
Continental Grate Co
7.00
27. J. W. Gifford Co.
32.85.
A. R. Macomber
5.17
N. Perry & Co.
60.48.
31. J. W. Gifford Co.
9.57
$ 1,489.42.
INCIDENTAL EXPENSES.
1894. Feb. 13 James Emhoff
$12.50.
ANNUAL REPORT.
115
Attleboro Gas Light Co.
.80
George H. Palmer
11.35
Providence Telephone Co.
18.75
Mar.
28.
James Emhoff
45.00
R. B. Magaveny
9.00
Chas. E. Riley
2.00
Akerman Co.
4.00
May
3. Nash & Hunter
4.00
George H. Palmer
6.20
J. M. Brown
1.25
L. Z. Carpenter
5.24
Providence Telephone Co.
18.75
Attleboro Press
4.25
Attleboro Press
6.50
Attleboro Gaslight Co.
1.00
Attleboro Savings and Loan Asso.
31.25
James Emhoff
12.50
New England Towel Supply Co.
3.00
Providence Telephone Co.
6.25
Attleboro Press
3.50
Postage, express, etc.
42.68
12. Josiah Sullivan
13.00
12. George M. Rex
6.50
Attleboro Gaslight Co.
1.60
Attleboro Savings and Loan Asso.
31.25
Attlebero Gaslight Co.
18
George M. Rex
14.03
N. Roy & Son
9.05
Aug.
15.
George H. Bucklin
6.00
James Emhoff
12.50
Wm. Savery
13.50
Sept. 6. George H. Palmer
3.65
20. Postage, express, etc.,
39.54
Nov.
I. Attleboro Savings and Loan Asso. 31.25
Providence Telephone Co.
25.00
June
6.
July
116
ANNUAL REPORT.
Providence Telephone Co. 25.00
Attleboro Gaslight Co.
.40
Attleboro Press
4.75
L. Z. Carpenter
1.95
James McNulty
.75
B. A. Cummings
23.05
15. James Emboff
12.50
Dec.
5. J. A. Sullivan
10.00
27. James Emhoff
6.25
J. W. Orr
6.00
E. A. Fuller
1.50
Attleboro Press
18.75
New England Supply Co.
3.00
Postage, express, etc.,
20.58
Attleboro Savings and Loan Asso.
31.25
H. M. Daggett, Jr.
3.00
L. Z. Carpenter
8.60
W. M. Stone
9.85
Akerman Co.
22.45
$666.45
SALARIES.
Carrie L. Perry W. J. Luther
$ 300.00
700.00
$ 1000.00
INSURANCE.
Mar. 29. Hartford Steam Boiler Inspector and Insurance Co.
$150.00
June 6. O. P. Richardson
25.00*
$175.00
117
ANNUAL REPORT.
CONSTRUCTION ACCOUNT.
BILLS APPROVED BY WATER COMMISSIONERS OF THE
TOWN.
1894.
Feb.
13. National Meter Co. $148.50
Union Water Meter Co. 191.00
Mar.
29. Pawtucket Steam & Gas Pipe Co. 19.89
Walworth Mfg. Co. 24.00
Leavitt Machine Co. 86.00
Attleboro Furniture Co.
6.00
Standard Thermometer Co.
18.90
Nash & Hunter
21.25
May
3. E. A. Wales
14.00
J. W. Gifford Co.
1.71
J. W. Gifford Co. 17.81
J. W. Gifford Co. 23.72 .
J. W. Gifford Co. 20.32
F. P. Manwell 76.00
June
6. J. W. Gifford Co
14.60
J. W. Gifford Co.
29.40
Karl H. Hyde
21.15
L. Z. Carpenter
9.25
F. Coupe
20.25
Isaac Bunker
34.95
12. N. Y., N. H. & H. R. R. Co.
5.37
2I. N. Y., N. H. & H. R. R. Co.
141.84
27. N. Y., N. H. & H. R. R. Co.
144.00
N. Y., N. H. & H. R. R. Co.
6.79
July
12. J. W. Gifford Co.
47.38
J. W. Gifford Co.
14.59
Ludlow Valve Mfg. Co. 159.21
Bradford Pipe & Foundry Co.
1242.71
Freeman Coffin 27.00
Union Water Meter Co.
27.00
118
ANNUAL REPORT.
Union Water Meter Co. 12.75
Union Water Meter Co. 63.00
Union Water Meter Co. 84.00
National Meter Co.
148.50
E. T. Burrows Co.
38.30
Grant Bros.
4.90
J. W. Gifford Co.
3.92
N. Y., N. H. & H. R. R. Co.
.84
Geo. H. Snell
4.20
Boston Daily Advertizer
11.63
Forbes Lithograh Co.
45.00
Ludlow Valve Co.
24.25
19. N. Y., N. H. & H. R. R. Co.
1.44
I. N, Y., N. H. & H. R. R. Co.
614.78
8. N. Y., N. H. & H. R R. Co.
396.87
15. J. W. Gifford Co.
45 93
J. W. Gifford Co.
1.85
E. A. Taylor
13 60
E. A. Taylor
2.10
N. Perry & Co.
79 45
Ludlow Valve Mfg. Co
6.80
Ludlow Valve Mfg. Co.
11.90
Ludlow Valve Mfg. Co.
1767.71
Ludlow Valve Mfg. Co.
790.94
Coffin Vulve Co.
13 29
N. Perry & Co.
262.36
N. Perry & Co.
68.55
Walworth Mfg. Co.
12.30
Mossberg Mfg. Co.
.40
Karl Hyde 5.85
Bingham & Tavlor
94.00
Union Water Meter Co.
76.50
Union Water Meter Co.
76.50
Radford Pipe & Foundry Co. 1286.81
23. N. Y., N. H. & H. R. R. Co.
588.98
Aug.
119
ANNUAL REPORT.
Bradford Pipe & Foundry Co. 1199.64
30.
N. Y., N. H. & H. R. R. Co.
495.89
N. Perry
1000.00
N. Y., N. H. & H. R. R. Co. 393.26
N. Y., N. H. & H. R. R. Co.
367.49
Nahum Perry
2000.00
Gerald Bliss
50.00
Wm. Boyd 10.50
Aug. 15. Pierce & Carpenter
24.89
Sept. 20. Radford Pipe & Foundry Co. 3641.38
Radford Pipe & Foundry Co. 3714.04
Pawtucket Steam and Gas Pipe Co.
2.47
F. P. Manwell
65 00
W. Coupe & Co.
2.97
National Meter Co.
148.50
George F. Holt 70.00
Union Water Meter Co.
122.00
Union Water Meter Co.
162.00.
White & Ashley
47.55
Pierce & Carpenter
15.71
Pierce & Carpenter
7.32
George H. Millar
202.05
E. A. Taylor 6.00
Allen Fire Department Supply Co.
9.00
N. Y., N. H. & H. R. R. Co.
457.06
W. S. Milligan
12.00
Ludlow Valve Mfg. Co.
55.40
Newell Coal and Lumber Co.
90.69
26. Nahum Perry
1000.00
N. Y., N. H. & H. R. R. Co.
404.49
4.
N. Y., N. H. & H. R. R. Co.
284.48
II. Nahum Perry
1000.00
Gerald Bliss
68.75
N. Y. N. H. & H. R. R. Co.
1.08
NOV. I. N. Y., N. H. & H. R. R. Co.
38.48
Oct.
120
ANNUAL REPORT.
Ludlow Valve Mfg. Co. 53.10.
Ludlow Valve Mfg. Co.
30.40
N. Perry 1000.00
N. Perry & Co.
I 16.86
Newell Coal and Lumber Co. 15.00
White & Ashley 3.00
Wm. Coupe & Co. 2.52
Mossberg Mfg. Co.
1.25
G. T. Holmes 1.00.
Attleboro Gaslight Co. 1.33
Walworth Mfg. Co.
12.00
Union Water Meter Co. 6.80
J. W. Gifford Co. 80. 17
J. W. Gifford Co. 225.15
133.28
S. G. M. Bliss
67.50
15. J. W. Gifford Co.
102.08
Pierce & Carpenter
39.1I
Builders Iron Foundry
971.96
E. A. Taylor
2.00.
Freeman Coffin
68.33
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