Town annual report of Andover 1915-1920, Part 33

Author: Andover (Mass.)
Publication date: 1915
Publisher: The Town
Number of Pages: 1050


USA > Massachusetts > Essex County > Andover > Town annual report of Andover 1915-1920 > Part 33


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


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WATER DEPARTMENT


As stated by our Superintendent, the cost of material-par- ticularly cast-iron pipe-having advanced more than 100% over the cost of 1916, has prohibited, for the time being. further extensions in the water system. Cost of coal, oil and labor has also advanced, and we must provide for the overhaul of one steam pump at Haggett's Pond Station already contracted for. It will therefore be necessary that we have an amount for main- tenance considerably in excess of what was voted last year. A careful estimate places this amount at $13,500, which is $2500 in excess of the amount appropriated one year ago.


For construction, which covers only the service pipe, we rec- ommend the appropriation of $1500, the same as last year.


HIGH SERVICE PUMP STATION


Under Article 10 of the Town Warrant, considered at the meeting on March 5, 1917, $4000 was appropriated for the pur- pose of putting in two electrically driven centrifugal pumps; the idea being to use in addition the money derived from the sale of the oil engine and building on Bancroft Road. Owing to the very high cost of labor and material we found, after due con- sideration, that the total outlay was rapidly approaching $8000, and as . this amount greatly exceeded our appropriation, the majority of the Board did not feel that they could consistently go on with the work, and accordingly ordered the work on the pumps stopped, pending a reconsideration of the entire matter at the coming town meeting.


In the meantime we have obtained from the makers a sub- stitute proposition, which would materially reduce the cost, and


6


will probably take care of the emergency, for it is a well-known fact that the oil engine at the pump station on Bancroft Road is in good condition, and will probably last for several years.


The plan now is to use the pump house as it stands, together with the oil engine, and in addition to put in one 5-inch double suction pump, together with a 30-horsepower General Electric Induction Motor, the cost of which is given us as $1525.


The total expense, as near as we can determine, is $2491, made up as follows :-


One 5-inch double suction pump $1525 00


One 2-inch vertical Sump pump


366 00


Foundation and extras


600 00


$2491 00


An article will be incorporated in the Warrant, in accordance with the above. (See Note.)


In making this recommendation we do not wish to withdraw from our original position - that a complete change-over is most desirable - and in normal times we should be inclined to follow the wishes of our citizens, as expressed at the meet- ing one year ago; however, the majority do not feel that the expenditure of $8000 at this particular time is warranted, and . realizing that the new equipment can be used in the reconstruction of the entirely new plant at some future date we make the recommendation as stated above.


THE WATER BONDED DEBT


The bonded debt of the Water System is $159,000. There have been paid during the year 1917 $10,000 of the 4% bonds and $3000 of the 312% bonds.


Of the above amount of indebtedness $50,000 is redeemable by sinking funds which amount to $36,217.99, and an appro- priation of $750 is asked for the Sinking Funds.


SEWER DEPARTMENT


Very little work has been done, because of the rapidly increas- ing cost, requiring a curtailment as far as possible.


The extension on Summer Street, as ordered by the State


7


Board of Health, and voted upon at the last town meeting, was made, and is already in use.


An extension for a short distance of 525 feet was also made on Abbot Street at the urgent request of the property owners of that section.


We recommend an appropriation of $2500 for maintenance, which is the same amount as appropriated last year.


THE SEWER BONDED DEBT


The bonded debt of the Sewer System is $105,000. Of the above amount of indebtedness $40,000 is redeemable by sinking funds, which amount to $22,497.02, and an appropriation of $1000 is asked for the Sinking Fund.


HIGHWAY DEPARTMENT


It must be apparent to those who travel on our highways that practically all the streets radiating from the Centre are now in first-class condition, and every effort to attain permanency in road construction has had the consideration of the Board, par- ticularly during the past year.


Before proceeding with new work it has been the practice to arrange, in so far as possible, to have sewer and water connections put in; underground drains, catchbasins, etc., installed, and thus prevent the tearing up, which in previous years has proved very costly to the town.


The rapidly increasing costs in labor and material have pre- vented the Board from doing all of the work originally planned for, although reference to the Superintendent's report will show that $12199.06 was spent in reconstruction. This was done prin- cipally on Chestnut Street, Whittier Street and Central Street.


The average cost, including drains, catchbasins, etc., for the work above mentioned, is 1.127 per square yard, or, for road construction alone, .947 per square yard. While we realize that this is an advance over the previous year, a comparison with the figures reported by the State shows that we have obtained rock- bottom costs in so far as this is possible under present conditions.


8


To discontinue all new work because of existing conditions would result very seriously to the town.


First. It would be unfair to the citizens who have already contributed largely through taxation, and who have as yet failed to benefit from these improvements in their particular locality.


Second. During the past five years our Superintendent, together with his assistants, has received much experience, which materially reduces road construction costs from year to year, and to lose the services of these trained men, if only for a year, would be a step backward.


Third. To continue this work of reconstruction within certain bounds will bring us nearer to the time when every street within a mile, or possibly two miles, of the Centre, will be in first-class condition, and require very little expense for maintenance from year to year, except the cost of blanketing and possibly minor repairs, usually done in the spring of the year.


The problem of reaching the outlying districts is becoming more difficult each year. We are inclined to believe that this can only be accomplished by the use of auto trucks, for which a special appropriation will be asked when conditions warrant our doing so.


Surely a farmer who invests his money in property which necessitates his sending produce to markets at certain periods during the year, is entitled to a road over which he can travel without endangering the lives of his horses, and the loss of goods from which he gains a living.


Efforts have been made during the past year to induce some farmers in outlying districts to use their teams in making certain roads passable. The Board, however, has met with very little success, owing to the shortage of labor and the unwillingness of farmers to use their teams for purposes other than farming, particularly when required in planting and harvesting.


The Board hopes to do a certain amount of work in the villages during the coming year, and if the plan as now proposed, to use the stone-crusher, located at present in Indian Ridge section, can be put into effect, the cost of putting these roads in first-class condition should be materially reduced.


9


In addition, we should spend some money on Main Street, Abbot Street, Pearson Street, Andover Street (to Ballardvale), and possibly some others.


We recommend for maintanance and construction that the town appropriate the sum of $35,000, together with all moneys obtained from railway franchise and excise taxes, together with the tax for street sprinkling.


LOWELL STREET


It is a well-known fact that the work has proceeded very slowly due to the small amount allowed at the last town meeting for this work; the same being practically one-half what was origi- nally planned. In view of the work started on the Tewksbury end, it is very much desired that a larger appropriation be secured for this year, otherwise it will be several years before we can divert the travel which now follows the boulevard from Lawrence to Lowell, to the most direct route via Haggett's Pond.


SNOW REMOVAL


The cost to the town for the removal of snow has more than doubled during the past year, owing to the shortage of labor and the scarcity of horses available for this purpose.


SIDEWALKS


The deplorable condition of our sidewalks throughout the town has prompted the Board to expend more money during the past year than for several years previous. The improvements, however, are more or less permanent, and the costs should gradually decrease from year to year, after the work is once completed.


Some experiments have been made with granolithic walks, and when conditions return to normal these walks will undoubt- edly be more in demand, particularly in the center of the town. We recommend the expenditure of $2000 for sidewalks; $1000 to be spent under the Betterment Act.


10


PARKS AND PLAYSTEADS


Little or no new work has been done during the past year, the chief attention of the Board being directed to the maintenance of the property now under the control of the town. We recommend the expenditure of $1500 for Parks and Playsteads.


REMOVAL OF ASHES


In disposing of Article 8 at the meeting on March 5, 1917, the Board was ordered to investigate and make a report which is as follows :-


Twelve towns and cities were communicated with, and only four of the towns make a business of removing ashes from dwellings and business blocks.


The following is self-explanatory :-


Peabody


Methuen Amesbury


No. Andover


Gardner


Norwood


No. teams used Summer Winter


2


1


1


1


2


*2


2


1


1


¡When collected


Daily


Daily


Weekly


Weekly


Weekly


No. men employed


3


3 to


2


each team!


Area covered


105 streets


76 streets


all


11 sq. miles


No. of families served


1835


2000


1800


1500


Removed from what location


Sidewalk


Cellar


Sidewalk


Sidewalk


Sidewalk & Cellar


Amt. appropriated ('17)


$3500


None


$1200


$600


None


Exp. to individual ('17)


None


None


5c per bbl.


None


None


¿12 tickets $1.00


Total cost ('17)


$3274.23


$5000


** $482.22


*** $600


$304


*Fire Department horses are used to help out during the winter months.


¡Although collections are made daily in some towns, only a certain number of streets are covered each day; the result being that ashes are seldom, if ever, removed from any one locality oftener than once a week.


¿2776 tickets collected during 1917.


** Does not include cost of town teams used.


*** Cost covers removal of rubbish. Ashes used for filling, and removed at convenience of Highway Department; no record of cost kept.


11


It should be noted that the sale of tickets by the town of Norwood, at the rate of $1.00 per dozen, did not cover the cost of removal for 1917.


The only favorable comment is in a report received from the town of North Andover. We quote as follows :-


"This is our second season for collection of ashes.


The public is greatly benefited. These collections fill a long-felt want by our townspeople."


The following towns do not collect ashes:


Belmont


Middleton


Clinton


Reading


Danvers


Wakefield


Ipswich


Winchester


In view of the difficulties in obtaining labor and teams, except at abnormally high rates, your Board is inclined to recommend that we defer action for a year or two on acceptance of any plan which will place the responsibility for removing ashes on the town. However, should the town take the opposite view, we believe that in the interest of all concerned the Board should be given full powers to make whatever rules are necessary, in order to make sure that the ashes are handled economically, and with as little discomfort to the travelling public as possible.


We also believe that the appropriation should be adequate to cover the cost and that the town be reimbursed by the sale of tickets to individuals who are benefited by the removal of the ashes.


FLOODING OF PLAYSTEAD DURING WINTER MONTHS


Under Article 9 the town voted, on March 5, 1917, to construct a gate to close the underground drain of the Playstead; the purpose being to provide a skating pond during the winter months, and appropriated the sum of $100 therefor.


We found on investigating the matter, the possibility of such very serious damage to the Playstead so apparent that we were reluctant to proceed in carrying out the wishes of the town without further instructions, and as an experiment a gate


12


was constructed at a point where the underground drain enters the Playstead, thus flooding the field above.


Unfortunately, the cold weather came upon us earlier than was anticipated, and in consequence our skating-pond exists only in our imagination. The total cost of the gate being less than $30, the appropriation remains untouched; the money being taken from the Park funds for this purpose.


Respectfully submitted,


BARNETT ROGERS THOMAS E. RHODES WILLIS B. HODGKINS ANDREW McTERNEN CHARLES B. BALDWIN


Board of Public Works


NOTE .- High Service Pump Station: Mr. Rhodes desires to be recorded as opposed to the plan approved by the majority.


13


REDEMPTION OF BONDS


DR.


To redeem Water Loans


No. 1 due 1920


$10000 00


No. 2 66 1922


10000 00


No. 3 1923


10000 00


No. 4 6 6 1925


15000 00


No. 5 66 1928


5000 00


Balance, January 1, 1917 Appropriation March 5, 1917


$34090 83


750 00


Interest on deposits


1377 16


36217 99


CR.


Water Loan Funds deposited Andover Savings Bank Andover National Bank


8670 15


27547 84


36217 99


DR.


To redeem Sewer Loans


due 1919


10000 00


1928


30000 00


Balance, January 1, 1917


$19479 50


Appropriation March 5, 1917


1000 00


Assessments, 1917


1240 01


Interest on deposits


777 51


22497 02


CR.


Sewer Loans deposited Andover National Bank


22497 02


BARNETT ROGERS THOMAS E. RHODES WILLIS B. HODGKINS ANDREW McTERNEN CHARLES B. BALDWIN Sinking Fund Commissioners


Examined.


NESBIT G. GLEASON JOHN S. ROBERTSON W. H. COLEMAN Auditors


14


SUPERINTENDENT'S REPORT


To the Board of Public Works.


GENTLEMEN :- I herewith submit my report for the year ending December 31, 1917, making the twenty-ninth annual report of the Water System, the twenty-first report of the Sewer System, and the fifth report of the Highways and Parks, under your supervision.


WATER DEPARTMENT


The year 1917 passes with no new mains laid at all; the prices having advanced double, and they are still higher now than a · year ago, the cost of iron pipe being at present $56.00 a ton, against a price of $23.50 in 1916; lead being 12 cents a pound, against 4 7-8 cents in 1916. Therefore the present plant on December 31, 1917, is 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 fountains at park


3


Number of private hydrants 34


SERVICE PIPES


Applications received were thirteen, and of these only eleven were laid. The number of feet laid by the town, 251.1; laid by


15


-


property owners, 392; relaid. 7 - making a total on December 31. 1917. of 117.295 feet.


610 cement lined 857 lead lined 36 all others


1503 total, or 117,295 feet


METERS


There were set during the year 1917 twenty-one new meters. making a total of 1311 now in use. in size from 5-8 inch to 3-inch inclusive.


PUMPING PLANTS


Haggett's Pond Station during 1917 was run 365 days; ninety days of which the oil engine was used, pumping 52,755,900 gallon in 1399 hours and 22 minutes, and using 7069 gallons of fuel oil, at 8 cents per gallon.


The steam plant was used 275 days, pumping 165,138,223 gallons, and consuming about 245 tons of coal ; the daily average for 1917 being 594.230 gallons per day. The average hours this year have been a little longer than in 1916, because the revolu- tions have been cut down, making it necessary to work a little longer than in the past, but this has been a saving on the machinery.


The following table will be according to Engineer's Sheet :-


Days


Hours


Callons pumped 217894123


Oil 7069 gals.


Coal


365


372740


245 tons


Average day 594230


The station on Bancroft Road has run during the past year on Monday, Wednesday and Friday of each week, as well as Satur- day forenoon, or about thirty hours each week. This station is now run on kerosene instead of fuel oil.


WATER METERS


Water meters have been installed during 1916 and 1917 on every service pipe put in, and on a great many more places they


16


should be set; but according to our rules they are let off by having only one faucet at the sink. Meters are a great benefit to a city or town, as the rise in our receipts shows the last year or two.


RECEIPTS


BILLS


Maintenance


Service pipe $777 52


Totals $777 52


Various parties, service pipe and meters


Various parties, repairs, labor and stock


442 30


323 04


765 34


Totals


$442 30


$1100 56


$1542 86


Water rates


24780 82


Credits paid Town Treasurer


26323 68


Water rates


$24780 82


Pipe account


1542 86


$26323 68


$26323 68


The advanced price of coal, labor, oils, packing, etc., will mean that the Water Department will need the coming year for maintenance $13,500, to be divided as follows :-


Coal and oils


$4110.00


Salaries and labor


7405 00


Keeping one horse


364 00


Miscellaneous repairs


1621 00


$13500 00


Service pipe same as 1917 - $1800.00.


SEWER DEPARTMENT


Main sewers were laid on Abbot Street and Summer Street. The one on Abbot Street was laid from bond money, while the one on Summer Street was a special appropriation, Article 15, of $3000.00 at the last town meeting.


The Abbot Street sewer was a distance of 525 feet of 6-inch pipe. This work was started in June and finished in July, ata cost of $1305.49 - or $2.48 per foot. The cut at Phillips Street end was 12 feet deep, and at the other end only 4 feet. A great deal of water was found to handle. The Summer Street job was a distance of 1409 feet, and cost $2601.16, or about $1.84 a foot.


17


Sewer applications have been 67, and 67 already have been laid, making a total of 733 now in use. The 67 laid amounted to 4773 feet of Akron pipe and iron, at an average cost of 66 cents per foot. Total feet, December 31, 1917, 51,147.


The same appropriation will be necessary for Sewer Mainten- ance, to be divided as follows :-


Power


$1000 00


Labor


1200 00


Miscellaneous


300 00


Total


$2500 00


FRANK L. COLE,


Superintendent


18


SUMMARY COST OF CONSTRUCTION WATER DEPARTMENT


DESIGNATION


Summary Approved Bills


Credits


Net Cost for 1917


Total Cost of Construction


Office Fixtures


$ 561 75


Telemeters


1311 63


Telephones


184 77


Teams


583 65


Pipe Distribution Service Pipe


$2555 09


$1100 56


$1454 53


26548 52


Water and Land Damage


6687 23


Suction Pipe


1309 46


Reservoirs


16985 82


Coal Shed


806 97


Grading Land


1739 12


Workshop


1271 88


Building & Pumping Station Pumping Plants


1431 93


45833 76


Construction Expenses Tools


34 90


3535 64


Maintenance


34 90 11980 56


442 30


11538 26


Totals


$14570 55


$1542 86 $14459 62


$380781 57


SUMMARY COST OF CONSTRUCTION SEWER DEPARTMENT


Sewer Main in feet. . Number of Filter Beds Number of Sludge Beds


46040


28


3


Cost to Abutters


$124519 78 127358 05


Cost to Town


Totals Includes A. V. Sewer


46040


31


$251877 83


254405 02


9610 14


9406 21


EXPENDITURES


WATER DEPARTMENT


SEWER DEPARTMENT


NAMES


Mainte- nance


Construc- tion


Total


Mainte- nance


Construc- tion


House Connec- tion


Total


Grand Totals


Payrolls


$6178 61


$698 39


$ 6875 00


$ 925 32


$5781 61


$2017 91


$8724 84


$15599 83


New England Tel. & Tel. Co.


157 19


14 70


171


89


171 89


Boston & Maine, freight .


58 21


60


65 81


119 46


130 82


196 63


Standard Oil Co., oil


320 80


30 50


351 30


351 30


Andover Press, supplies


109 38


2 10


111 48


5 90


5 90


117 38


Neptune Meter Co., supplies and meters


71 43


327 20


398 63


398 63


Pittsburg Meter Co., supplies and meters .


6 92


152 00


158 92


158 92


Thomson Meter Co., meters and supplies


24 14


24 14


24 14


Hersey Meter Co., supplies


12 83


12 83


12 83


National Meter Co., supplies


14 90


14 90


14 90


Walter I. Morse, supplies


68 79


34 90


103 69


75 79


75 79


179 48


Carfare, postage


144 24


26 14


170 38


22 61


22 61


192 99


P. J. Daly, grain


43 00


43 00


43 00


H. B. McArdle, supplies


4 15


12 40


16 55


16 55


Dr. P. J. Look, services


5 00


.00


6 00


Lawrence Gas Co., gas and electricity


4 95


2 29


578 03


655 00


1233 03


1240 27


Frank E. Whiting, repairs


2 50


2 50


2 50


Smart & Flagg, bond


3 00


3 00


20 00


20 00


23 00


Boston Coupling Co., supplies


9 70


9 70


70


Cutler Dickie Co., supplies .


15 00


15 00


15 00


Rensselaer Valve Co., supplies


37 00


360 30


360 30


Tyer Rubber Co.


12 00


12 00


17 68


17 68


29 68


Myerscough & Buchan


46 79


46 79


31 16


31 16


95


Wright's Express


4 85


4 85


4 85


American Express


8 88


8 88


86


86


9 74


Andover Coal Co.


205 20


205 20


205 20


Merrimac Boiler Works


42 42


42 421


42 42


323 30


7 24


Frank E. Davis


1 35


4 93


28|


6 28


Waterworks Equipment Co.


113 56


113 56


113 56


Vacuum Oil Co.


733 13


733 13


733 13


Worthington Pump Co.


41 09


4 28


45 37


45 37


John L. Morrison . T. F. Morrissey & Son


37 20


27 90


65 10


65 10


Buchan & McNally


60 02


8 51


68 53


17 45


17 45


85 98


Samuel Smith Machine Co.


18 30


18 30


18 30


Sherman Envelope Co.


17 38


17 38


17 38


George E. Winslow


65


: 65


65


James S. May


00


6 00


6 00


Ludlow Valve Co.


54 45


54 45


54 45


Joseph Bordelais, teaming coal


52 50


52 50


52 50


Cross Coal Co.


2195 94


2195 94


2195 94


William J. Doherty


14 87


14 87


20 23


35 10


Rumsey Pump Co.


9 71


9 71


9 71


Curry Bros., supplies


155 95


155 95


43 98


199 93


42


53 48


53 48


H. J. Stanchfield


1 20


1 20


1 20


Queen Grey Co.


15 00


15 00


15 00


Gray & Kendall


5 20


20


3 6 20


Gulf Refining Co.


643 68


643 68


643 68


Bride Grimes Co.


7 80


7 71


15 51


15 51


Crowley & Co.


2 50


75


25


3 25


E. A. Marks


4 20


20


4 20


J. H. Richardson


44 39


44 39


14 39


John A. Riley


4 00


4 00


4 00


Fred T. Ley Co.


66 50


66 50


66 50


C. A. Hill & Co.


1 05


1 05


1 05


W. H. Coleman


4 10


4 10


4 10


Lead-lined Iron Pipe Co., pipe


633 79


733 69


633 79


A. W. Chesterton & Co.


, 00


52 00


52 00


Anderson & Bowman


37 65


37 65


14 20


14 20


51 85


H. Mueller Mfg. Co.


72 05


72 05


72 05


Chadwick Boston Lead Co.


11 14


11 14


11 14


.


6 00


0


00


6 00


.


.


20 23


43 98


J. H. Campion


53 06


1


WATER DEPARTMENT


SEWER DEPARTMENT


NAMES


Mainte- nance


Construc- tion


Total


Mainte- nance


Construc- tion


House Connec- tion


Total


Grand Totals


Smith & Dove


7 11


7 11


245 85


245 85


252 96


John Franklin


29 00


29 00


162 00


45 85


207 85


236 85


O. F. Kress


14 00


14 00


14 00


A. M. Colby


28 00


28 00


28 00


F. E. Dodge


17 13


17 13


17 13


Andover National Bank


5 00


5 00


5 00


Harold L. Bond


63 33


14 20


77 53


77 53


Arco Rubber Co.


41 22


41 22


41 22


Bryne and Archilles Co.


100 00


100 00


100 00


Burnham Motor Co.


150 00


64 00


214 00


214


00


Smith & Manning


140 78


40 75


33 67


215 20


215


20


Lawrence Machine Co.


50 00


44 50


94


94 50


Philip Hardy


75 99


95 05


171


04


171 04


George Brown


30 00


30 00


30 00


Portland Stoneware Co.


939 42


90 00


1029 42


1029 42


Lawrence Rubber Co.


4 00


1 25


5 25


5 25


Frank Dodge


121 41


14 50


135 91


135 91


George L. Gage


18 00


18 00


18 00


J. E. Pitman


70 70


70 70


70 70


Anglo Saxon Supply Co. .


85 26


85 26


85 26


P. F. McDonald, supplies


27 36


27 36


27 36


Puritan Iron Works, manhole cover


168 00


168 00


168 00


John C. Collins


1 80


1 80


1 80


George Smith, land damage


10 20


10 20


10 20


Barnett Rogers, recording deeds


1 70


1 70


1 70


$11980 56


$2589 99 $14570 55


$2506 11


$8557 54


$2250 69 $13314 34 $27884 89


COMPARATIVE STATISTICS JANUARY 1, 1918


Year


Received from water rates


Net cost of maintenance| pumping


Cost of


by total mainte- nance


by cost of pumping


No. of service per million Gallons pumped pipes in Received gallons


meters in use


No. of h'd'nts


Miles of main pipe


use


1889


Work commenced


$ 3106 38


2999 99


1776 21


24,911,445


309


80


163


20.50


1891


5349 32


3399 93


1806 93


52 85


27 97


82 81


64,595,597


462


122


165


21.50


1892


5977 41


3491 22


2185 83


40 77


25 53


68 42


85,618,190


542


171


174


22.37


1893


7647 95


3792 56


2408 2


36 42


23 13


73 46


104,123,285


601


204


178


23.50


1894


8378 44


4514 47


3354 04


38 31


28 47


71 27


117,847,305


654


237


178


23.53


1895


8434 15


4380 13


3151 33


37 32


26 87


71 81


117,354,950


706


278


180


24.00


1896


9052 31


4627 53


2557 61


37 47


20 71


78 79


123,476,542


752


326


184


24.12


1897


*8011 87


4336 58


2383 71


37 67


20 71


69 61


115,094,527


789


486


184


24.16


1898


7792 40


3662 43


2196 31


32 33


19 38


68 78


113,287,775


819


571


193


24.91


1899


9376 29


4471 04


2656 42


31 21


19 24


65 45


143,260,253


845


616


194


25.12


1900


10668 57


4915 23


3158 50


33 07


21 25


71 78


148,618,935


876


641


196


25.83


1901


*8941 83


7955 34


3430 35


45 44


19 59


51 00


175,062,920


897


670


196


25.84


1902


11805 21


5787 44


3035 47


40 59


25 63


100 01


118 031.451


934


701


205


29.69


1903


11563 79


7389 44


2922 36


55 52


21 96


86 89


133,085,521


958


722


219


30.17


1904


11818 53


6378 96


3004 34


44 25


20 84


81 98


144,164,563


981


757


221


30.49


1905


12409 79


7228 82


3426 98


44 03


20 87


75 60


164,150,879


1013


791


223


30.95


1906


13516 47


8121 39


3054 09


45 39


17 29


76 48


176,717,579


1036


813


224


31.03


1907


17267 86


8112 47


4825 63


33 34


19 94


75 48


242,025,757


1060


848


227


31.35


1908


14908 89


7419 65


3750 29


39 52


19 97


79 41


187,750,372


1101


884


257


35.22


1909


16407 21


7499 95


3967 72


36 96




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