USA > Massachusetts > Essex County > Andover > Town annual report of Andover 1921-1925 > Part 34
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HALEM
BEVINGTON & TONQUE
TER
AMERICAN WOOL
RIVERINA
RD
JUL HA.
over the cost of the sewer originally proposed, estimated to be about $45,000.
Inasmuch as the approval of the location of the outfall sewer and outlet into the Merrimack River by the Department of Health was based on the original location, following along Crawford Street, Shawsheen Road, East Street, Market Street, and on private property across Portland Street, the Boston and Maine Railroad, Merrimack Street and along the private way of the Pacific Mills adjoining the American Woolen Company's storehouse to the river, it was necessary for the Department to hold another hearing, which was done July 10, and the low-level sewer was approved by the Department.
It was then necessary to revise the contract plans and to enter into another contract for the construction of that portion of the original contract which was affected by the change in location of the sewer. This work was awarded to Cenedella and Company at the same unit prices as the first contract except for certain items which were necessarily affected by the change.
DESCRIPTION
The accompanying general plan shows the location of the outfall sewer as built from the pumping station to the Merrimack River. The sewer consists of an 18-inch and 24-inch cast-iron force main from the pumping station to Chickering Street, 30-inch double strength vitrified tile from Chickering Street to the Merrimack River, and 24-inch cast-iron for the outlet into the river.
The cast-iron pipe is laid with "Leadite" joints, and the tile pipe with jute and cement mortar joints. An air and vacuum valve is provided at a summit north of the Boston and Maine Railroad on land of the American Woolen Company, and an emergency blow-off and drain into a brook at a low point, also on land of the American Woolen Company. The manholes on the gravity section are of brick, 5 feet 0 inches diameter, with iron steps and standard heavy-weight manhole frames and covers. Connections for the City of Lawrence sewers have been provided at Chickering Street, the drop manhole on Crawford Street, Boxford Street extended and Andover Street extended.
The total length of the outfall sewer is 14,325.80 feet, divided as follows:
10
18" C. I. pipe from the Y branch at the pumping ing 'station to the 20" American Woolen Co. connection, 1,230.02 ft.
24" C. I. pipe from the American Woolen Co.
connection to the Andover-Lawrence line, 1,726.93 ft.
24" C. I. pipe from the Andover-Lawrence line to Chickering Street, 3,559.00 ft.
30" vitrified tile from Chickering Street to the outlet manhole at the Merrimack River, 7,458.85 ft.
24" C. I. from the outlet manhole to the end of the outlet in the Merrimack River, 351.00 ft.
PURCHASE OF MATERIALS
In order to expedite the work and to take advantage of favor- able prices for materials, your Board purchased and delivered along the line of the sewer all C. I. pipe, gate valves, special castings, vitrified tile pipe and manhole frames and covers. This proved to be decidedly advantageous as the price of C. I. pipe advanced several dollars per ton even before the contract bids were received, thus saving approximately $10,000 to the Town of Andover, and due to congested conditions in the cast-iron pipe foundries and among vitrified tile manufacturers, the work would have been greatly delayed had the furnishing of pipe been in- cluded in the contract. The unloading, hauling and delivering of the pipe along the sewer was awarded to J. F. McDonough of Andover.
CONSTRUCTION
The contractor began work on June 25 and favored by a very dry summer with moderate temperatures and an equally dry fall and winter, with mild weather, rapid progress was made so that at the end of the year there remained only the final con- nections at the pumping station in Shawsheen Village and the connections near the settling tank at the filtration plant to divert the high-level sewage into the outfall sewer through the 12-inch C. I. pipe originally intended to connect the pumping station with the filtration plant.
The following monthly estimates under the contract were pre- sented to your Board during the year 1923:
11
Month
1st Contract
2nd Contract
Total
July
$7,607.50
$3,153.71
$10,761.21
August
9,417.58
14,630.41
24,047.99
September
8,323.62
14,023.90
22,347.52
October
6,260.46
14,333.55
20,594.01
Total
$31,609.16
$46,141.57
$77,750.73
We will submit a final report on the outfall sewer upon its completion. The total cost of the sewer when completed will be several thousand dollars less than estimated.
Respectfully submitted,
WESTON & SAMPSON
When this new system of sewage disposal is in operation, we would recommend the sale of the present filter beds; they having . outlived their usefulness to us, and we have inserted an article in the Warrant to that effect.
We would recommend for maintenance of sewer six thousand dollars ($6,000.00) for the ensuing year.
THE SEWER BONDED DEBT
The bonded debt of the Sewer System, January 1, 1923, was one hundred six thousand dollars ($106,000.00). During the year seven thousand dollars ($7,000.00) was paid from the Town Treasury on this indebtedness. Consequent to the building of the outfall sewer, there has been added one hundred fifty thou- sand dollars ($150,000.00) to this amount, making the total bonded debt on this system, January 1, 1924, two hundred forty- nine thousand dollars ($249,000.00). Of this amount, thirty thousand dollars ($30,000.00) is redeemable by the sinking fund, which on January 1, 1924, amounted to twenty-five thousand fifty-seven dollars and seventy-six cents ($25,057.76). The sum of one thousand dollars ($1,000.00) should be appropriated for the sinking fund for the year 1924.
PARK DEPARTMENT
The sum of eighteen hundred dollars ($1,800.00) is recommend- ed for the maintenance of the Park Department for the ensuing
12
year. This is six hundred dollars ($600.00) greater than the amount asked for last year. The cause for the additional amount asked for is the purchase of a power lawn-mower, and the grad- ing of the so-called Cunningham property.
HIGHWAY DEPARTMENT
Under the maintenance appropriation the usual work was done during the year 1923 as follows: gutters and catchbasins were cleaned out, roads patched and repaired, and the tarvia roads blanketed where necessary.
The snowfall of last winter was one of the heaviest in years, making it almost impossible to keep the walks and roads open to travel. This winter we are better equipped to meet this situation, having a State truck equipped with a plough, as well as three Town trucks with the equipment for attaching ploughs whenever occasion should warrant.
Under construction the following streets were rebuilt: Shaw- sheen Road, Haverhill Street, Main Street; and William Street re-surfaced. Main Street was rebuilt from the Shawsheen River to the Lawrence line, and is of the reinforced cement type, the entire work being done under the supervision of the State High- way Division. The Town and the American Woolen Company paid equally fifteen thousand dollars ($15,000.00) towards this work. The total cost of this job was one hundred eighteen thousand, four hundred fifty-one dollars and twenty-five cents ($118,451.25). The progress on this job was slow, and great inconvenience was felt during the period of construction; how- ever, we feel this is a very satisfactory piece of work.
At a special town meeting held on September 17, the sum of thirty thousand dollars ($30,000.00) was appropriated to re- build Haverhill Street. Bids were asked for, and the contract was awarded to T. G. Jewett, Jr., of New Bedford; this road is also of reinforced cement type. The job was started at once, and completed on November 14, at a cost of thirty-seven thousand, four hundred five dollars and twenty-six cents ($37,405.26). The County paid forty-nine hundred dollars ($4,900.00), the State eight thousand dollars ($8,000.00), and the Town twenty-four thousand, five hundred five dollars and twenty-
13
six cents ($24,505.26) toward this work. Due to the very efficient work of the contractor, together with the favorable weather conditions, the work was not only completed well within the specified time, but a balance of five thousand, four hundred ninety-four dollars and seventy-four cents ($5,494.74) was turned back into the Town Treasury.
The partial building of Shawsheen Road, jointly with M. McDonough & Co., of Swampscott, will when completed open another main artery from Andover center to Lowell. The com- pletion of this work, which is about seven thousand (7,000) yards, is part of the proposed work this year. The re-surfacing of William Street was a necessary factor in our construction work, as we felt any delay on this thoroughfare might be a costly one to the Town, it being of a more expensive grade of construction than many of our other streets. The detailed account of the work on both Shawsheen Road and William Street will be found in the superintendent's report.
We have received numerous communications from the Lowell Post Office authorities relative to the very unsatisfactory roads in West Andover they are called upon to use. The most recent communication advised us that unless better roads could be furnished in that district, they may be compelled to discontinue this rural route. We have repaired many of these roads with ashes this winter, and anticipate caring for many more in the spring.
The Board feels from the continued demands for better roads in the various sections of Town, and with increased traffic going over our roads, that the appropriation for the Highway Depart- ment should be increased instead of decreased, and would ac- cordingly recommend the appropriation of eighty-five thousand dollars ($85,000.00) for the Highway Department for the ensuing year, forty thousand dollars ($40,000.00) of this for new con- struction, and forty-five thousand dollars ($45,000.00) for main- tenance.
ROGER'S BROOK
At a special Town meeting held on June 12, twenty-five hundred dollars ($2,500.00) was voted for the purpose of elimin- ating the overflow of Roger's Brook. A survey of the brook was
14
made from Morton Street to Lupine Road, from which the trouble was found to be between the center of the Park and Bartlet Street. The grade of the brook between these points was found high, especially between Chestnut Street and Bartlet Street. It was also found that the willow tree in the rear of Mr. Nuckley's residence considerably cut down the cross sectional area of the brook, and retarded the flow; this was removed. The brook was given a gradual slope from Chestnut to Bartlet Streets to facilitate the flow, and relieve the back pressure at the culvert; if this proves to be insufficient, it is planned to lay a 30-inch pipe around the culvert to increase the carrying capacity at this point. The walls along the north side of the brook running from Chest- nut Street were extended. From Whittier Court to Morton Street the abutters showed hearty cooperation by cleaning out that section of the brook which abutted their land.
With this work completed it was thought best to delay the spending of any more money until we first had seen the results of what had already been done. We would accordingly ask for the unexpended balance on this appropriation.
PHILIP L. HARDY EDWARD SHATTUCK ARTHUR T. BOUTWELL WALTER I. MORSE WILLIAM D. MCINTYRE
15
REDEMPTION OF BONDS
To redeem Water Loan
No. 3 due 1923 $10000.00
No. 4 due 1925 15000.00
No. 5 due 1928 5000.00
WATER SINKING FUND CR.
Balance Jan. 1, 1923
$27410.00
Appropriation March, 1923
750.00
Interest on Deposit
966.69
29126.69
Redemption of No. 3, 1923
10000.00
$19126.69
DR.
Andover National Bank
$ 7495.67
Andover Savings Bank
11631.02
To redeem Sewer Bonds, due 1928
CR.
Balance Jan. 1, 1923
$23005.01
Appropriation March, 1923
1000.00
Interest on deposits
1052.75
Balance Jan. 1, 1924
$25057.76 25057.76
DR. SEWER LOAN DEPOSITS
Andover National Bank, Book No. 2
$25057.76
NOTE: In addition to the above bonds we have $91,000.00 Serial Water Bonds and $219,000.00 Serial Sewer Bonds.
PHILIP L. HARDY
WILLIAM D. MCINTYRE
Examined, Feb. 6, 1924
W. H. COLEMAN
ARTHUR T. BOUTEWLL EDWARD SHATTUCK
J. S. ROBERTSON
W. I. MORSE
H. SELLARS
Sinking Fund Commission
Auditors
Total Sinking Funds, $44,184.45 on deposit. Verified.
16
$19126.69
SUPERINTENDENT'S REPORT
-
To the Board of Public Works:
GENTLEMEN :
I herewith submit the thirty-fifth annual report of the Water Department, the twenty-seventh of the Sewer Depart- ment, and the eleventh of the Highway and Park Departments, together with a brief summary of the work preformed in each department for the year ending December 31, 1923.
WATER DEPARTMENT
There has been added during the year 1923 to our main pipe lines 5040 feet of 6-inch C. I. pipe on Chandler Road at a cost of $10,228.83, or about $2.00 per foot, and 225 feet of 6-inch C. I. pipe on Carmel Street at a cost of $417.00 or $1.85 per foot. There have been laid by the Town in Shawsheen Village and paid for by the American Woolen Company, 7504 feet of 6-inch and 8-inch C. I. pipe. We have laid for Phillips Academy a 6-inch main from Salem Street past the new administration building, connecting the main on Chapel Avenue, which makes a circulating line. On this line two hydrants were installed. There are now 57.84 miles of water main in town. The following table gives a list of the streets on which main water pipe was laid during the year 1923, also the length and size of the pipe and the number of hydrants and valves.
Every hydrant has been examined, painted, oiled, greased, and packed; also pressures of many have been taken. The examination of these hydrants showed that there are 417 hy- drants belonging to the town and 45 on private property, making a total of 462. It also showed that all the hydrants were in good working condition with the exception of two. There were also a few that leaked through the waste but this did not prevent their use during a fire. Now that this work has been done, there
17
PIPES, HYDRANTS, AND VALVES
Names of Streets
Length of Pipe
Size
Hydrants
Valves
Chandler Road
5040 ft.
6"
8
12
Carmel Street
225 ft.
6"
0
0
Cassimere Street
429 ft.
6"
1
2
Fletcher Street
550 ft.
6"
1
2
Fletcher St. to Binney St.
280 ft.
6"
0
2
Binney St.
550 ft.
6"
2
4
Shepley St.
452 ft.
6"
1
2
Riverina Rd.
244 ft.
6"
0
1
Kensington St.
220 ft.
6"
0
1
Argyle St.
425 ft.
6"
0
1
William St.
678 ft.
8"
1
4
Enmore St.
493 ft.
6"
0
1
Arundale St.
649 ft.
6"
1
2
Ayer St.
180 ft.
6"
0
1
Kenilworth St.
1079 ft.
6"
2
5
Tantallon Rd.
831 ft.
6"
1
2
Tantallon Rd. to York St.
300 ft.
6"
1
2
York St.
94 ft.
6"
0
1
Phillips Academy
1500 ft.
6"
2
5
Total, 1923
14219
21
50
18
should be no more trouble if proper care is taken in opening and closing the hydrants. The following pressures were taken in September when the pumps were running :-
LOCAL AND STATIC PRESSURE OF SOME OF THE WATER HYDRANTS
Abbot St.
By Shorten's house
80 lbs.
By Wiss's house
65
Andover St.
By Ewing's house 90
By Engine house
112
By Abbott Homestead
100
Argilla Rd.
By Baker's house 100
By Strumpfman's house . 85
Arundale St. 120
Hydrant nearest Balmoral St.
Avon St.
By Robertson's house 55
Ballardvale Rd.
Corner Sunset Rock 110
By Roggee's house 90
Balmoral St. 122
By the Garage
Bancroft Rd.
Corner Main
60
By Couch's house .
40
Bartlet St.
Corner Chestnut 671/2
By Gardner's house
80
Bellevue St.
By Livingston's house
Brook St. 100
By Sellars's house 85
Burnham Rd.
Corner Dufton Rd.
Buxton Ct. 112
Corner Lewis 85
Canterbury St. 90
By American Woolen Company property
Center St.
Corner Andover 105
Near end of line 80
Central St.
By I. R. Kimball's house 90
By Hethrington's store 74
Chandler Rd.
By Trauschke's house 70
By the Kasabian house
80
19
>
Chapel Ave. Corner Bartlet
65 lbs.
Chester St.
By Greenwood's house Chestnut St. 100
By the Roach house 5
Corner Morton 50
Near Andover Press
65
Clark Rd. By Kibbee's house 92
Cuba St.
Near the School 85
Dascomb Rd.
By F. Abbott's house
Elm St. 70
By the Free Church 65
Near end of line 47
Essex St.
Near the Depot
100
Harding St.
Corner High
Haverhill St. 93
By Cheroubrier's house 112
Opposite Garage
117
Corner York
130
Corner Main
130
High St.
Corner Burnham Rd.
82
Corner Haverhill
100
By Chadwick's house
100
High St. (Ballardvale)
Corner Andover
98
Highland Rd.
Near end of line
60
By Comeau's house
75
Near gymnasium cage
65
Lovejoy Rd.
Near end of line
75
Lowell St.
Near Pumping Station
95
Corner Lovejoy Rd.
87
By West Parish Church
65
Corner Chandler Rd. .
82
By Playdon's greenhouse
110
Near the Post Office
130
Lupine Rd.
By Smith's house 107
Main St.
Near the Lawrence line 75
Near the Shawsheen River
95
By the Tyer Rubber Company Building
67
.
20
75 lbs.
Corner Punchard Ave.
62
Opposite Chapel Ave. 65
By Southworth's house
70
By Gould's house . 97
By Knowles's house
135
Near end of line
135
Maple Ave.
By Boddy's house
70
Corner Walnut Ave.
80
Marland St.
Corner Tewksbury 98
Morton St.
By Crawford's house 56
Near end of line 32
Orchard St.
By LeBoutillier's .
80
Osgood St.
By Pillsbury's house 85
By Corliss's house
90
Near Osgood School
95
Phillips St.
Corner Main 22
Near Williams Hall
52
Corner Abbot .
75
Poor St.
Corner Corbett
Porter Rd. 80
By Dearborn's property 90
By Towle's house .
70
By Garth's house
55
Prospect Hill Rd.
By Bornemann's house 65
River St.
First hydrant from Andover St. 115
Rocky Hill Rd.
By Thomes's house
120
Salem St.
Corner Highland Rd.
62
Corner Holt
53
Corner Stinson
60
By Collins's house
107
By Wright's house
100
School St.
By Chapin's house
70
Corner Morton
52
Corner Main
36
Shawsheen Rd.
Corner Brechin Terrace 100
By Cunningham house
85
21
Corner Park
Stevens St. Near the bridge 115 lbs. Stinson St.
Corner Vine
50
Corner Highland Rd.
27
Sunset Rock Rd.
By Sanborn's house 110
By Barnes's house 100
By Donovan's house 80
Sutherland St.
By American Woolen Company property 110
Tantallon Rd.
Corner Haverhill 132
Tewksbury St.
Near Railroad crossing 100
By Dumont's house 95
Union St. By Donald's house 100
Walnut Ave.
Near Carmel 50
Washington Ave.
52
Whittier St.
Corner Elm
52
Wildwood Rd.
By Millett's house
William St. 95
Hydrant nearest Poor St.
Woburn St. 95
By Mailoux's
75
Corner Andover
90
Wolcott Ave.
By McTernen's house
52
.
The hydrants supplied by the low pressure service are painted black with a white top; those supplied by the high pressure service are painted black with a red top.
On July 25th the reservoir on Prospect Hill was cleaned out. The banks were washed with a hose and the bottom was brushed and flushed out. This work took five men from 9 a.m. to 3 p.m. There was one hydrant set in Andover Square and two on Lowell Street, one near the old Clark farm and one in the vicinity of the old Watson farm. All the gates have been checked up and also the house service boxes. We are now making duplicate books of all this work, as ordered by the fire underwriters. We have pumped at Haggett's Pond during the year 332,409,160 gallons, the largest amount ever pumped in a single year. The
22
plant was in operation every day during the year. The average consumption was 910,710 gallons daily and the average time of pumping 13 hours and 3 minutes daily. The greatest amount, namely 1,647,781 gallons for a single day, was pumped on November 13th. The water receipts for 1923 amounted to $37,718.68, making $5,887.30 more than the receipts for 1922. The station on Bancroft Road is still giving excellent results and is used about 35 hours per week.
The engineer's house is in need of repairs, and also the grounds at the pumping station. There is some town property which should be fenced in.
I would recommend for maintenance for 1924, $33,500.00, to be divided as follows:
Salaries and labor
$14,000.00
200 tons of coal
1,600.00
Engine and cylinder oil
300.00
Power, No. 1 station
8,000.00
Power, No. 2 station
1,500.00
Keeping horse and car
700.00
Repairs on steam plant
1,000.00
Tools
300.00
Repairs and regrading grounds
2,000.00
Fence on corner
750.00
Miscellaneous
1,500.00
Survey of water system
1,500.00
Two ceilings and wiring engineer's house
350.00
Total
$33,500.00
SERVICE PIPE
The number of applications in 1923 was 155, making a total of 2064.
In use January 1, 1923, 1800; put in, up to January 1, 1924, 150; 1950 in use January 1, 1924.
Meters in use January 1, 1923, 1745; meters set during 1923, 111; 1856 in use January 1, 1924.
I would recommend for Service Pipe for the year 1924, the sum of $15,000.00, to be divided as follows:
23
Labor and salaries
$4,000.00
Service pipe, brass goods
2,500.00
Meters
2,500.00
100 S. P. boxes
225.00
Trucking and Teaming
400.00
Service pipe, various sizes
4,000.00
Miscellaneous
1,375.00
Total
$15,000.00
RECEIPTS
Service pipe and meters
$19,942.76
Water receipts
37,718.68
$57,661.44
Paid to Town Treasurer
Water receipts
$37,718.68
Pipe account
19,942.76
$57,661.44 $57,661.44
SEWER DEPARTMENT
In 1923 the filter beds received general care and the new pump house was reconditioned. I would recommend for maintenance for 1924, $6000.00, to be divided as follows:
Salaries
$2000.00
Power
2500.00
Sinking Fund
1000.00
Miscellaneous
500.00
Total
$6000.00
HOUSE CONNECTIONS
There were twenty-five applications received and twenty-four connections laid, making a total of 812 in use January 1, 1924.
COMMON SEWERS
The outfall sewer is the only main sewer laid this year by the town. A full report of this work will be found in the secretary's report. The expenditures on this work up to January 1, 1924, were $189,908.48, of which the town spent $149,596.73, and the city of Lawrence $40,311.75.
24
EXPENDITURES
WATER DEPARTMENT
SEWER DEPARTMENT
NAMES
Mainte- nance
Service Pipe
Pipe Dist'n & Chand- ler Rd.
Totals
Mainte- nance
House Con- nections
Outfall Sewer
Totals
Grand Totals
Payrolls, labor and teams
$11273.45 $ 3194.01 $ 8072.03
$22539.49 $2079.20 $1144.82 $
289.60 $ 9450.00
9450.00
9450.00
Carfares
249.82
92.87
356.28
850.81
93.80
28.70 10303.43 41681.35
10397.23
11248.04
U. S. C. I. Pipe
2702.20
2702.20
325.00
325.00
325.00
George A. Higgins
9.00
9.00
9.00
Portland Stoneware Co.
336.20
30296.71
30632.91
30632.91
Builders Iron Foundry
59.41
614.88
674.29
1420.40 77750.73
1420.40 77750.73
2094.69
Cenedella & Co.
17.25
26.75
324.43
P. L. Hardy
276.88
20.80
297.68
758.00
758.00
758.00
C. M. White
2.00
2.00
2.00
Lawrence Eagle
4.50
4.50
4.50
Dept. Public Works
1.00
1.00
1.00
City of Lawrence
80.91
81.90
81.90
Rensselaer Valve Co.
3113.57
3113.57
146.16
146.16
3259.73
Multiplex Mfg. Co.
96.25
96.25
96.25
Brightwood Mfg. Co.
99.61
99.61
99.61
J. F. McDonough .
594.10
594.10
113.43
11444.34
11557.77
12151.87
Starkweather & Broadhurst
104.19
104.19
104.19
Andover Garage
29.25
51.00
108.31
123.60
30.96
154.56
262.87
Western Waterproof Co.
254.00
254.00
254.00
New Eng. Appliance Co.
7.69
711.13
718.82
718.82
Boston Pipe and Fitting Co.
94.50
94.50
94.50
.
3513.62 $ 26053.11
Weston & Sampson
249.82
13.75
42.45
292.27
Boston and Maine
401.66
41681.35
44383.55
Old Colony Trust Co.
.
.
28.06
77750.73
9.50
Lawrence Telegram
WATER DEPARTMENT
SEWER DEPARTMENT
NAMES
-
Mainte- nance
Service Pipe
|Pipe Dist'n & Chand- ler Rd.
Totals
Mainte- nance
House Con- nections
Outfall Sewer
Totals
Grand Totals
Boston-Lawrence Dispatch
18.86
.55
19.41
19.41
A. L. Cole Co. .
10.20
3.00
13.20
13.20
Neptune Meter Co.
200.62
283.15
582.77
582.77
George A. Caldwell
32.50
26.94
59.44
59.44
Bride & Grimes
105.18
123.53
228.71
228.71
Chadwick Lead Co.
23.98
23.98
23.98
Eagle Oil & Supply Co.
2.85
2.85
2.85
Buchan & McNally
41.69
18.61
60.30
60.30
Franklin Fire & Chain Co
5.14
5.14
5.14
Bingham Taylor
202.00
202.00
202.00
Union Meter Co.
116.00
116.00
116.00
N. E. T. & T.
350.24
350.24
350.24
Andover Press .
322.85
322.85
322.85
Frost & Adams
3.83
3.83
3.83
Hersey Mfg. Co.
59.17
59.17
59.17
Worthington Pump Co.
85.92
85.92
85.92
B. L. McDonald
1174.99
1174.99
1174.99
F. L. Cole, rubber oilskins
76.80
76.80
76.80
Vacuum Oil Co.
491.84
491.84
491.84
C. A. Hill
14.64
14.64
14.64
George H. Snell
90.38
90.38
90.38
W. C. Crowley
1.85
1.85
1.85
Nat. Meter Co.
44.96
44.96
44.96
Gamon Meter Co.
6.12
6.12
6.12
Cross Coal Co.
1985.47
1985.47
1985.47
Youlden Smith & Hopkins
13.00
13.00
13.00
John J. McCarthy
14.97
14.97
14.97
Merrimac Boiler Co.
1084.05
1084.05
1084.05
.
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.
.
.
E. T. Hethrington
3.87
3.87
3.87
Hiller & Co.
40.50
28.80
69.30
69.30
Joseph F. Cole
16.95
16.95
16.95
Andover Natl. Bank
5.00
5.00
5.00
B. L. Makepeace
14.73
14.73
48.30
48.30
48.30
Smart & Flagg
3.00
3.00
20.00
20.00
23.00
Butt & Butt
86.90
86.90
86.90
F. E. Dodge
16.20
16.20
16.20
W. I. Morse
308.84
139.40
448.24
6.65
1.65
8.30
456.54
Waldo Bros. & Bond Co.
151.25
561.63
903.36
1616.24
71.25
71.25
1687.49
John Shea
61.85
61.85
69.95
69.95
131.80
Self-Propelling Nozzle Co.
1426.14
1426.14
1.62
1.62
1427.76
Curry Bros. Oil & Supply
151.83
151.83
20.25
20.25
172.08
Queen & Gray .
52.00
52.00
52.00
M. O'Mahoney
9.90
9.90
9.90
Trust. P. Academy
21.75
21.75
21.75
American Woolen Co.
6.95
43.05
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