USA > Massachusetts > Essex County > Andover > Town annual report of Andover 1915-1920 > Part 23
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We do not question this procedure, and simply make mention of it here to explain why certain applications have been tabled or referred back with the suggestion that the same be taken care of by an article in the warrant, to be passed on by the voters,
6
Reference to our Superintendent's report will show that this money has been expended as follows :-
Bellevue Road from Osgood St., a distance of about 2800 ft. $2677 45
Ballardvale Road from Woburn St., a dis- tance of about 1021 ft. 891 97
Woburn St., from the Ripley Farm to Spring Grove Cemetery, a distance of about 1400 ft. 1538 47
$5107 89
The above added to the present system makes the mileage 51.19 miles - an increase of 1.19 miles.
There have been added during the year the following :- Service pipes, 27 ; meters, 28; hydrants, 8
Revenue and maintenance per million gallons for the past five years (See comparative statistics) are as follows :-
Received
Maintenance
Increase
1912
95.99
39.58
56 41
1913
96.58
36.84
59.74
1914
83.47
43.86
39.61
1915
93.32
42.49
50.83
1916
94.02
46.67
47.35
Certain figures as shown in our Superintendent's report may require an explanation, as follows :-
Days
Gallons Pumped 240,599,178
Daily Average 659175 603677
Pumping Hours
Water Receipts
1915
365
3509
$22451 01
1916
366
220,945,880
3402.56
$23496 87
From the above it would appear that nearly 20,000,000 gallons less were pumped in 1916 than in 1915, although there was an increase of $1045.86 in the water rates.
It is quite evident that this is due to the fact that prior to the time when the pumps were overhauled the same were not record- ing correctly, and that in reality during 1915, and possibly
7
certain of the preceding years, the quantity pumped was con- siderably less than is shown by the table.
Your Board recommends that the sum of $11,000 be appro- priated for maintenance, and $1500 for construction.
THE WATER BONDED DEBT
The bonded debt of the Water System is $172,000.00; there have been paid during the year 1916 $8000.00 of the 4% bonds, and $3000.00 of the 312% bonds. There were also sold in 1916 bonds to the amount of $10,000.00, authorized by the town in 1916.
Of the above amount of indebtedness $50,000.00 is redeemable by sinking funds, which amount to $34,090.83, and an appro- priation of $750 is asked for the Sinking Funds.
SEWER DEPARTMENT
Sewer extensions during 1916 were all put in at the direction of the Board of Health as follows :-
400 ft. from dead-end on So. Main Street
1140 ft. on Ridge St., and lower end of School Street For particulars as to costs see report of our Superintendent.
The Abbott Village sewer, so-called, although now a part of the sewer system, the same having been finished and accepted by the Board, is working satisfactorily.
With the completion of the system the Board felt compelled to bring to the attention of our citizens the injustice of the vote passed at the special town meeting held March 31, 1915, by which owners of estates in the territory embraced by this system were assessed 75% of the cost, which was estimated by our engineer to be $3.60 per running foot. Accordingly a special town meeting was held on Monday, June 12th, when that portion of the vote above referred to was rescinded, and a new vote passed, substantially the same as that recommended by the Board of Public Works in their report of 1900, viz., Fifty (50) cents to be assessed on each foot of lot frontage, and five (5) mills per square foot on the area; no estate to be assessed to a depth
8
.
exceeding 120 ft., and an allowance of 60 ft. frontage to apply on corner lots, or approximately 1.10 per running foot.
While this put a greater burden on the taxpayers as a whole, the good name which Andover has enjoyed for so many years would, in the judgment of the Board, never permit such dis- crimination towards this or any section of the town. It is pleasing to note that the voters were practically unanimous in supporting the Board's contention.
PUMP HOUSE
In order to put this matter clearly before our citizens we have asked our engineer to submit a report, which is as follows :-
ANDOVER, MASS., JANUARY 25, 1917
To the Board of Public Works,
Andover, Mass.
Gentlemen :
In the matter of installing centrifugal pumps, motors, etc., at the pump station, on North Main Street near Stimson's bridge, to lift the sewerage from that point to the outlet sewer on High Street, I have to report as follows :-
The apparatus consists of two centrigufal pumps and two 25-horsepower vertical motors, together with necessary connections, automatic starting and stop- device, switchboard, etc.
The pumps were first ready to try out about the middle of June last. The pumps were started up and run for about an hour, when it was discovered that the outlet sewer on High Street was not able to take care of the discharge from the pumps in addition to the sewerage it was already carrying. This was due partly to the fact that the inverted siphon into which the sewer discharges became airbound, and partly to the fact that the 15-inch sewer emptied into a 12-inch iron pipe about 800 or 900 feet from the head of the siphon, thus reducing its capacity nearly one-third.
9
To remove this difficulty it was necessary to extend the 8-inch force-main down High Street for a distance of about 1200 feet to the head of the siphon below the air-pocket. This arrangement made the total length of the force-main 2460 feet, and the total static head or lift 84 feet.
After the work of putting in this extension of the force- main was completed, the pumps were again tried. Some mechanical defects developed. It was found necessary to change the oiling system. It was also discovered that the main thrust-bearings of the pumps heated to such an extent that it was impractical to operate them. This condition was due to the high speed at which the pumps were driven, and the heavy load carried by the pumps. Ball bearings were installed to remedy this condition with very satisfactory results.
By the conditions of the contract each pump was guaranteed to pump not less than 15,000 gallons of sewerage per hour under the conditions specified. Very careful tests were made and exact results ascertained which were substantially as follows :-
Each pump, when operated under a full head, pumped 30,000 gallons of sewerage per hour. Each pump, when first started consumed about 25 horse- power, but this was reduced, after the pump had been in operation for a few minutes, to 17 horsepower, at which figure it remained until the pump was stopped. This is a little better than the estimate which was about 181/2 horsepower. The motors are able to do the work with ease, and run very smoothly. The automatic starting and stopping device works well.
. To pump all of the sewerage now being discharged in the storage tank in twenty-four hours, one pump is in operation about three hours out of twenty-four. Thus each pump is capable of doing about eight times the work now required of it.
The cost of power for pumping is about $17.00 per million gallons.
10
The total amount expended to date for everything connected with the sewer is $73652.10, which in de- tail, is as follows :--
Previously reported (See Annual Report
Dec. 31, 1915)
$50085 98
Cenedella & Co.
10823 21
Pump House 3194 12
Lawrence Gas Co.
1965 00
Engineering and Superintending
1117 36
Rights of Way
219 05
Extensions of force-main
2000 00
Filter Beds and Miscellaneous
4247 38
$73652 10
(Signed)
JOHN FRANKLIN
Engineer
Your Board recommends that the sum of $2500 be appro- priated for maintenance. This is $700 in excess of the amount asked for last year, and is needed to meet the cost of power required in operating the motors at the pump house.
THE SEWER BONDED DEBT
The bonded debt of the Sewer System is $115,000: In 1916 Abbott Village Sewer bonds to the amount of $15,000 were sold, which completed the issue of $75,000, as authorized by the town.
Of the above amount of indebtedness $40,000 is redeemable by sinking funds, which amount to $19479.50, and an appro- priation of $1000 is asked for the Sinking Fund.
HIGHWAY DEPARTMENT
The purpose of the Board as expressed in previous reports, to continue the rebuilding of streets radiating from the centre, was unanimously approved at the first meeting held on March
11
-
6th, although the difficulties due to the advance in the price of material, the growing tendency to increase wages, and the scarcity of labor, were not fully appreciated or anticipated.
Fortunately our Superintendent had the forethought to secure : quite a few quotations at the prevailing rates to apply on future deliveries, and in some cases options, subject to the approval of the Board, which together with the announced decision of the Board to secure bids, made it possible to accomplish most of the work planned for, and keep within the appropriation; neverthe- less, the construction work, repairs, etc., have cost approxi- mately $5000 more than would have been necessary in 1915.
This is important, and cannot be lost sight of in determining the amount to be appropriated for 1917, if the beginning which has been made in the way of permanent road building, in so far as this is possible, is to be followed up.
We might also mention that the work done on our streets during the past year has been accomplished with a less number of men and teams than ever before in the history of the town, in so far as we have been able to determine, although this is not all to the credit of the Board, as the scarcity of labor made it impossible to secure or retain for any length of time all that were really needed.
We very much regret that the lack of funds did not permit the completion of Central Street to the Boston & Maine Railroad bridge; this being the most direct roadway between the Centre and Ballardvale. It is perhaps needless to say that this will have the consideration of the Board when the plans for the coming season are being worked out. Attention is also called to the Central Street bridge over the Shawsheen River, which is prac- tically beyond repair. It is the opinion of the Board that this ought to be replaced by a permanent and attractive bridge during the coming year.
Central street as originally laid out was approximately 28 feet in width. Owing to the fact that the street was not as extensively traveled as some others the Board concluded that an 18-foot roadway would answer all purposes. Furthermore, by narrowing up the roadway the expense would be lessened, thus extending the work of reconstruction a greater distance
12
than would be possible otherwise. This being accomplished it was suggested by the Board through the columns of the Towns- man that the abutters on each side of the road grass over that portion between the tarvia and the sidewalk. This would do much to preserve the roadway, and add greatly to the attractive- ness of the entire street.
OUTLYING DISTRICTS
The condition of the roads in the West district as reported at the March town meeting by the residents of that section has had the consideration of the Board, and while certain repairs have been made, it is difficult to make much of a showing in this or other outlying districts, which are equally as bad, without the expenditure of a considerable amount of money. To discriminate against one section to the advantage of another is sure to create dissatisfaction from many sources, and we trust, therefore, that our petition for an increased appropriation, to continue the rebuilding of our highways, will have the support of those who favor good country roads, in order that a beginning at least can be made in the outlying districts.
Your Board recommends that the sum of $32,000 be appro- priated for highways, and in addition the railroad franchise and excise tax, also the tax for sprinkling.
LOWELL STREET
It was particularly disappointing to the Board that those having the matter in charge met with so little success in per- suading the State and County to contribute $5000 each; the Town having contributed its part, towards the further re- building of this road. For a time it seemed as if the 50% finally authorized would not be forthcoming, as orders to proceed with the work were not received until October 2nd.
The Board has put itself on record in a letter to the Selectmen, urging that every possible effort be made to secure all that was promised last year, viz., $15,000, one-third to be contributed by the town.
This is the main artery of travel between Andover and Lowell, and the completion of this road will undoubtedly mean much to the business interests of our town, for the automobiles which
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The Moderator declared :-
Alfred L. Ripley elected Moderator for one year.
George A. Higgins elected Town Clerk for one year.
George A. Higgins elected Treasurer for one year. Walter S. Donald elected Selectman for three years.
Walter S. Donald elected Assessor for three years. John W. Bell elected Collector of Taxes for one year. Frederic G. Moore elected School Committee for three years.
Philip F. Ripley elected School Committee for three years. Mary Byers Smith elected School Committee for three years.
Samuel H. Boutwell elected Trustee of Punchard Free School for three years.
Frank T. Carlton elected Trustee of Punchard Free School for three years.
Harry M. Eames elected Trustee of Punchard Free School for three years.
Myron E. Gutterson elected Trustee of Punchard Free School for three years.
Harry H. Noyes elected Trustee of Punchard Free School for three years.
Charles B. Baldwin elected Board of Public Works and Sinking Fund Commission for three years.
Barnett Rogers elected Board of Public Works and Sinking Fund Commission for three years.
Charles E. Abbott elected Board of Health for three years.
Walter H. Coleman elected Auditor of Accounts for one year.
Nesbit G. Gleason elected Auditor of Accounts for one year. John S. Robertson elected Auditor of Accounts for one year.
14
Chester N. Lawrence elected Constable for one year.
George W. Mears elected Constable for one year.
Frank M. Smith elected Constable for one year.
Alfred E. Stearns elected Trustee of Memorial Hall Library for seven years.
John H. Playdon elected Tree Warden for one year.
Chose Trustee of Cornell Fund-Allan Simpson, for three years.
Chose Fence Viewers for one year-James Saunders, Raymond L. Buchan, George W. Mears.
Chose Trustees of Spring Grove Cemetery for three years- John L. Smith, Felix G. Haynes, Oliver W. Vennard, George D. Millett, John W. Bell, Daniel H. Poor, Walter I. Morse.
Chose Street Lighting Committee Barnett Rogers, Walter H. Coleman, Colver J. Stone, Charles B. Baldwin, Henry J. Gardner.
And voted that Lighting Committee be authorized to make contract for Street Lighting for a term not exceeding three years.
Chose Finance Committee for one year (appointed by the Moderator)-George Abbot, Samuel H. Boutwell, John H. Cam- pion, Walter M. Lamont, Henry W. Barnard, Chester W. Holland.
Town Pound-Voted, That Town Barn and Barnyard be the Town Pound and that the Superintendent of the Town Farm be the keeper.
Took up Article 3.
Voted, To appropriate the following stated sums of money :
Almshouse Expenses $ 4200 00
450 00
Repairs on Almshouse
4300 00
Relief out of Almshouse
Aiding Mothers with Dependent Children 500 00
Amount carried forward $9450 00
15
COMPARATIVE TABLE OF EXPENDITURE AND REVENUE
FOR 1912-1916
1916
1912 Revenue Expend.
1913 Revenue Expend. Revenue
Expend.
Revenue
Expend.
Revenue Expend.
$ 4000 00 $ 7136 57 $ 8265 25 $14127 85 $25000 00 $17113 08
$25385 00a
$14711 51
$28300 00 $14531 61 2500 00
Drains
2235 36
1388 98
2551 36
Sale of Stone
158 60 1198 88
1151 42
984 44
1466 03
808 64
1453 74
1068 46
1853 23
Oil for streets
1284 85
4609 78
4023 35
3594 76
Construction
3000 00 4753 96
2954 69
1417 82
13643 55*
19000 55
15548 79
Andover Street
3000 00 2992 26
Salem Street
2000 00
1999 76
Elm Square
587 57
608 09
Lowell Street: State & County Town
4561 70 2323 61
6885 31
Horses and drivers
2285 00
2295 00
2790 55
Salary
1200 00
1200 00
850 00
Miscellaneous
450 00
719 49
5333 83b
1280 31
Sidewalks
1500 00
1649 65
2000 00
1507 04
1550 00
1648 41
2000 00
2410 59
1311 31
Oil wagon, tools, etc.
1500 00
1409 30
221 37
Snow
1000 00
781 24
455 25
420 59
2500 00
2684 371
1500 00
1497 21c
3995 10
Sidewalk revenue
143 65
174 14
466 67
415 06
Totals Balances
$24248 93 $23416 53 $25077 27 $23385 25 $35969 44 $36119 74
$40077 30
44828 67 $44823 48
832 40
1692 02 150 30°
85 29
5 19
* This includes drains, catchbasins, and bridges. # Spent by G. W. Wood and gives an overdraft of $184.37 on
Snow. Overdraft caused by Snow.
The expenditure for only roadway work in 1913 was $20,050.32, in 1914, was $31,786.64, an increase of about 58%. ¡ This item should be changed to maintenance to comply with the accounting required by the State Laws and the accounting of the Board of Public Works.
a Includes transfer from Snow. b Includes County and State ($4000).
c Includes transfer to Highway.
d Transfer to Highways (Special Town Meeting, June 12, 1916).
1914
1915
+Highways & Bridges dLowell Street
Street Sprinkling
Railroad Taxes
4155 23
4659 56
$40162 59
REDEMPTION OF BONDS
DR.
To redeem Water Loans
No. 1 due 1920
$10000 00
No. 2 "
1922
10000 00
No. 3
1923
10000 00
No. 4
66
1925 15000 00
No. 5 6 1928
5000 00
$32046 29
750 00
1294 54
34090 83
CR.
Water Loan Funds deposited Andover Savings Bank Andover National Bank
$ 8333 57
25757 26
34090 83
DR.
To redeem Sewer Loans
due 1919
$10000 00
Balance, January 1, 1916
$15099 28
Appropriation, March 6, 1916
1000 00
Assessments, 1916
2771 63
Interest on Deposits
608 59
19479 50
CR.
Sewer Loan Funds deposited Andover National Bank
19479 50
BARNETT ROGERS THOMAS E. RHODES WILLIS B. HODGKINS CHARLES B. BALDWIN ANDREW McTERNEN Sinking Fund Commissioners
Examined, Feb. 6, 1917
NESBIT G. GLEASON JOHN S. ROBERTSON WALTER H. COLEMAN Auditors
17
Balance, January 1, 1916 Appropriation, March 6, 1916 Interest on deposits
66
30000 00
SUPERINTENDENT'S REPORT
To the Board of Public Works.
GENTLEMEN :- I hereby submit the twenty-eighth annual report of the Water Department, the twentieth report of the Sewer System, and the fourth annual report of the Highways and Parks, for the year ending December 31st, 1916.
WATER DEPARTMENT
During the year water mains have been extended on Bellevue Street from the main line a distance of 2792 feet of 6-inch C. I. pipe, at a cost of $2677.45.
The next extension was Ballardvale Road, a distance of 1021 feet of 6-inch C. I. pipe at a cost of $891.97.
Third extension Abbot Street from Ripley's farm to Spring Grove Cemetery, a distance of 1400 feet of 6-inch C. I. main, cost of $1538.47.
Fourth extension on Corbett Street a distance of 120 feet and cost $235.45.
These additions make the present plant December 31, 1916, as follows :-
Total length of main pipe
51.19 miles
Number of hydrants
377
Number of public buildings
15
Number of fountains 8
Number of standpipes 10
Number of faucets at Park
3
Number of private hydrants -
34
SERVICE PIPES
Applications received were twenty-eight and of these applica- tions twenty-seven were laid. The number of feet laid by the
18
town from main to street line was 485.5 feet. From street line to dwelling 1200.6 feet, the latter being paid for by property
owners. Relaid 7, making a total on December 31, 1916, of 617 cement lined 838 lead lined 37 other kinds
1492 total or 116,652 feet
METERS
There were set during 1916, 28 new meters, making a total of 1290 now in use in sizes from 5-8-inch to 3-inch inclusive.
PUMPING PLANTS
Haggetts Pond Station
During 1916 this station ran 366 days, 112 days of which the oil engine was used; pumping 70,506,670 gallons in 1326 hours, 6 minutes, consuming 7917 gallons of fuel oil at 7 cents per gallon.
The steam plant was used 254 days, 2077 hours, 30 minutes running, pumping 150,439,214 gallons and using 219 tons coal. Or a grand total of :-
Days 366
Hours 3403
Gallons pumped 220,945,880
Oil 7917
Coal 219 tons
Average day 603,677
I would say early this year the steam plant was thoroughly overhauled and the difference may be seen by comparing 1915 and 1916 reports, which is according to sheets.
One day more pumping :
107 hours less work pumping
30 million less gallons pumped
56,000 gallons per day less
$1,045.86 more water rates received
High service station is still giving good service, but the cost of pumping is increasing on this end as we keep a man there now most of the time while running.
I would recommend a duplicate plant be installed here, a centrifugal pump, to be run by electricity, at a cost of about
19
$1350.00; then we will have duplicate plants and be protected, where now we are not.
WATER METERS
Water rates have increased in 1916, while less water has been pumped, $1045.86. The total amount recieved on water rates in 1916 was $23,496.87. This amount could be increased if every service pipe was metered, and the consumption reduced. All service should be metered.
RECEIPTS
BILLS
Maintenance
Construction $1234 34 177 19
Totals $1234 34 348 81
Various parties, service, pipes, meters stock and labor
$171 62
171 62
1411 53
1583 15 $23496 87
Water rates
Credits paid Town Treasurer
$25080 02
Water rates
$23496 87
Pipe accounts
1583 15
$25080 02
$25080 02
SEWER DEPARTMENT
Work has been done on Main Street, a distance of 400 feet of 6-inch sewer, at a cost of $1195.97.
Ridge Street and School Street ordered by the Board of Health ; 1140 feet of 6-inch sewer at a cost of $1336.55.
There was also laid in addition to what was done in 1915, 1240 feet more of 8-inch C. I. force-main on High Street at a cost of $2162.36.
There have been 63 applications for house connections and 59 have already been laid, making a total of 766 connections now
20
.
in use. The 59 connections amounted to 3453 feet of Akron and iron pipe at an average cost of 6414 cents per foot. Total feet December 31, 46,374 feet.
There still remain a number of houses in the Abbott Village system to connect.
The new pumping station on Main Street is working satis- factorily, it being required to run about three hours out of every twenty-four, or about twenty hours per week.
FRANK L. COLE Superintendent
1
21
EXPENDITURES
WATER DEPARTMENT
SEWER DEPARTMENT
NAMES
Mainte- nance
Construc- tion
Total
Mainte- nance
Construc. tion
House Connec- tion
Abbott Village Sewer
Total
Grand Total
Payrolls
$ 5502 39 $ 2323 37 $ 7825 76
$ 89 30 $ 1867 27 $1697 13 $ 3896 69
Boston and Maine
421 22
326 51
747 73
56 93
109 50
$7550 39 166 43
$15376 51 914 16
New Eng. Tel. & Tel. Co.
176 59
176 59
176 59
T. F. Morrissey & Son
31 10
31 10
31 10
Carfares
64 44
33 35
97 79
97 79
American Express
22 78
22 78
22 78
Standard Oil Co.
303 39
303 39
303 39
T. A. Holt & Co.
48 50
48 50
48 50
Smith & Manning
2 06
2 00
140 79
Lawrence Gas Co.
6 74
67 46
1971 74
Buchan & McNally
42 24
42 24
47 34
Bride Grimes Co.
6 73
6 73
1 72
1 72
8 45
A. M. Colby & Co.
23 85
23 85
23 85
Scott Shattuck
84 58
84 58
84 58
James S. May
63 45
63 45
63 45
Dr. E. D. Lane
8 50
8 50
8 50
Arthur O'Hara
43 95
43 95
43 95
Joseph Bordelais
29 70
29 70
29 70
John W. Richardson
92
92
50
50
1 42
14 00
14 00
38 61
38 61
52 61
Neptune Meter Co.
63 65
248 20
311 85
311 85
North Andover Public Works
97 20
97 20
97 20
Builders Iron Foundry Co.
14 29
158 12
172 41
29 15
29 15
201 56
Wright's Express .
85
85
85
Fuller Bros., horse hire
33 00
33 00
33 00
Rensselaer Valve Co.
65 00
65 00
638 54
Waterworks Equipment Co.
536 79
536 79
26 00
26 00
562 79
.
.
334 15
239 39
573 54
80
86 75
51 18 1965 00
138 73 1965 00
5 10
5 10
Hardy & Cole
W .
Curry Bros., supplies .
298 58
53 16
12 25
15 25
366 99 83 05
Ludlow Valve Co.
32 50
50 55
20 95
103 20
91 26
36 20
4 60
132 06
235 26 528 21
Lead Lined Pipe Co.
528 21
528 21
Boston Pipe and Fitting Co.
2 10
76 89
78 99
78 99
24 00
22 80
46 80
95 94
Standard C. I. Pipe Co.
570 72
3110 81
3681 53
736 65
736 65
4418 18
Pittsburg Meter Co.
17
150 41
150 58
150 58
H. Mueller, S. Pipe supplies
491 84
491 84
491 84
National Lead Co., lead
77 88
285 59
363 47
139 65
139 65
503 12
Wolworth Mfg. Co.
5 '00
43 20
48 20
48 20
Harry Eames, hay
20 88
20 00
40 88
275 00
275 00
315 88
Andover Coal Co., coal and coke
62 50
6 19
68 69
68 69
Andover Press .
96 95
96 95
12 00
12 00
108 95
National Meter Co., supplies
15 05
15 05
15 05
Harold L. Bond
27 75
27 75
20 01
42 66
70 41
Vacuum Oil Co., oil
237 99
237 99
237 99
A. W. Chesterton & Co., supplies
29 88
88
29 88
Ira Buxton, repairs
6 40
6 40
4 00
4 00
10 00
Eyelet Tool Co., repairs
4 05
4 05
4 05
Samuel Smith Mch. Co., repairs
17 90
17 90
17 90
Deane Steam Pump Co., repairs
930 19
930 19
930 19
Thomson Meter Co., repairs
27 08
27 08
27 08
Frank E. Davis
26 54
26 54
26 54
J. E. Pitman, lumber
5 42
5 42
5 42
Treat Hardware Co., repairs
3 00
3 00
3 00
Gray & Kendall, repairs
30 64
30 64
30 64
H. B. McArdle, repairs
7 25
7 25
7 25
City of Lawrence
2 75
2 75
2 75
Crosby Steam Gauge Co.
48 81
48 81
48 81
H. A. Cutter
15 00
15 00
15 00
Morrison & O'Connell
90 20
90 20
90 20
Rumney Pump Co.
41 85
41 85
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