Town annual report of Andover 1915-1920, Part 40

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 40


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Bonds Sold


Redeemed


Out- standing


Premiums Received


Interest Received


Interest Paid


1889


$150000.00|$145000.00|$ 5000.00


$10515.00


$ 1600.00


$87000.00


1890


10000.00


10000.00


1045.50


11200.00


1892


10000.00


10000.00


331.50


10400.00


1893


7000.00


7000.00


7.50


7000.00


1895


18000.00


18000.00


660.00


16560.00.


1898


5000.00


5000.00


500.00


2.79


4000.00


1902


28000.00


16000.00


12000.00


820.00


116.23


4760.00


1903


2000.00


2000.00


31.12


525.00


1908


35000.00


20000.00


15000.00


270.08


9100.00


1909


14000.00


14000.00


143.78


2405.00


1910


26000.00


8000.00


18000.00


647.44


12.93


7220.00


1911


15000.00


7000.00


8000.00


459.00


78.33


3460.00


1912


10000.00


10000.00


306.90


112.22


2600.00


1914


10000.00


4000.00


6000.00


182.60


1480.00


1916


10000.00


4000.00


6000.00


103.00


17.78


840.00


350000.00


204000.00 146000.00


15578.44


2385.26


168550.00


The average cost per year on account of payments on WATER BONDS may be arrived at as follows :-


Bonds Redeemed


$204000.00


Interest Paid


$168550.00


Premiums Received


$15578.44 2385.26


17963.70


$150586.30


$354586.30


Average per year (30 years)


BONDS INTEREST


$6800.00


6


5019.54


$11819.54


Interest Received


8


YEARLY COSTS


Con- struction


Depre- ciation 2%


Construction Costs less Depreciation


Interest 4%


Depre- ciation 2%


Mainte- nance


Total


Receipts


Loss


1889


$110486.37


$2209.73


$108276.64


$4331.06


$2209.73


$272.81


$6813.60


$6813.60


1890


158601.60


3172.03


153219.84


6128.79


3172.03


2999.99


12300.81


$3106.38


9194.43


1891


161961.57


3239.23


153340.58


6133.62


3239.23


3399.93


12772.78


5349.32


7423:46


1892


172827.13


3456.54


160749.60


6429.98


3456.54


3491.22


13377.74


5977.41


7400.33


1893


182877.45


3657.55


167142.37


6685.69


3657.55


3792.56


14135.80


7647.95


6487.85


1894


182185.08


3643.70


162806.30


6512.25


3643.70


4514.47


14670.42


8378.44


6291.98


1895


188080.04


3761.60


164939.66


6597.59


3761.60


4380.13


14739.32


8434.15


6305.17


1896


200273.56


4005.47


173127.71


6925.11


4005.47


4627.53


15558.11


9052.31


6505.80


1897


201363.85


4027.28


170190.72


6807.63


4027.28


4336.58


15171.49


8011.87


7159.62


1898


205149.84


4103.00


169873.71


6794.95


4103.00


3662.43


14560.38


7792.40


6767.98


1899


207002.24


4140.04


167586.07


6703.44


4140.04


4471.04


15314.52


9376.29


5938.23


1900


208634.48


4172.69


165045.62


6601.82


4172.69


4915.23


15689.74


10668.57


5021.17


1901


209584.39


4191.69


161803.84


6472.15


4191.69


7955.34


18619.18


8941.83


9677.35


1902


237037.47


4740.75


184516.17


7380.65


4740.75


5787.48


17908.88


11805.21


6103.67


1903


239138.66


4782.77


181834.59


7273.38


4782.77


7389.44


19445.59


11563.79


7881.80


1904


239437.54


4788.75


177344.72


7093.79


4788.75


6378.96


18261.50


11818.53


6442.97


1905


242515.02


4850.30


175571.90


7022.88


4850.30


7228.82


19102.00


12409.79


6692.21


1906


243118.29


4862.36


171312.81


6852.51


4862.36


8121.39


19836. 26


13516.47


6319.79


1907


244556.30


4891.13


167859.69


6714.39


4891.13


8112.47


19717.99


17267.86


2450.13


1908


281477.37


5629.55


199151.21


7966.05


5629.55


7419.65


21015.25


14908.89


6106.36


1909


296383.10


5927.66


208129.28


8325.17


5927.66


7499.95


21752.78


16407.21


5345.57


1910


320473.23


6409.46


225809.95


9032.40


6409.46


8378.32


23820.18


17613.66


6206.52


1911


336526.55


6730.53


235132.74


9405.31


6730.53


7974.79


24110.63


18515.99


5594.64


1912


351227.84


7024.56


242809.47


9712.38


7024.56


8117.57


24854.51


19687.47


5167.04


1913


355255.32


7105.11


239731.84


9589.27


7105.11


8412.89


25107.27


22739.88


2367.39


1914


365647.72


7312.95


242811.29


9712.45


7312.95


10306.80


27332.20


19614.00


7718.20


1915


370446.01


7408.92


240200.66


9608.03


7408.92


9982.98


26999.93


22451.01


4548.92


1916


377860. 21


7557.20


240057.66


9602.31


7557.20


11998.60


29158.11


23496.87


5661.24


1917


380781.57


7615.63


235363.39


9414.54


7615.63


11538.26


28568.43


24780.82


3787.61


1918


384680.93


7693.62


231569. 13


9262.77


7693.62


15838.48


32794.87


27053.04


5741.83


153111.80 Average per year (30 years) $6170.76


227092.36


153111.80


203306.11


583510.27


398387.41


185122.86


O


SEWER DEPARTMENT


No construction work was done last year, and until prices for material return to somewhere near normal we are inclined to recommend that no further extensions to the Sewer System be made, or, at least, until such time as the necessity requires. An appropriation for maintenance of $2500.00, the same as last year, would seem to be in order.


We have a letter from the State Dept. of Health dated January 25, 1919, requesting us to build additional filter-beds, and an article will be inserted in the Warrant to provide for this ex- penditure.


THE SEWER BONDED DEBT


The bonded debt of the Sewer System January 1, 1918, was $105,000.00. During the year 1918 $5000.00 of the 4% bonds were paid, leaving a bonded debt of the Sewer System the sum of $100,000.00.


Of the above amount of indebtedness $40,000.00 is redeemable by sinking funds which, January 1, 1919, amounted to $25,391.79.


The sum of $1000.00 should be appropriated for the sinking fund for the year 1919.


HIGHWAY DEPARTMENT


No construction work being allowed, and with an appropriation cut approximately $25,000.00, as compared with that of 1917, there is little to report.


Except for the blanketing of the streets with tarvia, cleaning of gutters and the covering with cinders a few of the streets, which at certain seasons were practically impassable, this de- partment would have shown a decided loss because of overhead expenses, had it not been for the appropriation which made possible a continuation of the work on Lowell Street begun some years ago.


We cannot but feel that the work on our highways has suffered a set-back which cannot easily be overcome unless we redouble our efforts during the coming season.


Our superintendent has prepared an estimate of what must be done sooner or later if Andover is to have as good streets as many of the less prosperous towns throughout the State. From


10


this it can be seen that at least five years of continuous work on reconstruction would be required to accomplish these ends. To carry out this program an appropriation of at least $25,000.00 per year would be required.


The same is given below :--


ABBOT STREET


School to driveway of T. D. Thomson


$4000.00


(Material from Main Street)


FLORENCE STREET Elm to Park Street


1500.00


LUPINE ROAD


School Street to Central Street


8000.00


MAIN STREET (Westerly side)


Center to Hidden Road (Tarvia bound) 20500.00


· MAPLE AVENUE


Elm to Walnut Avenue (Tarvia bound)


4500.00


PEARSON STREET


No. Main to B. & M. tracks (water-bound, tarvia top) PHILLIPS STREET


4000.00


Main to Central Street. (Material from Main St.) 7000.00


PINE STREET


Summer to Elm Street


5000.00


SUMMER STREET


Elm to Pine Street (Tarvia bound)


7600.00


WOLCOTT AVENUE


Elm Street to Walnut Avenue (Tarvia bound)


4500.00


ABBOTT VILLAGE


Cuba Street, Shawsheen Road, Red Spring Road


10000.00


(Sidewalk and curbing to be built around corner on Stevens Street to bridge.)


WEST ANDOVER


10000.00


SOUTH DISTRICT


10000.00


BALLARDVALE


5000.00


BRIDGES


Central Street bridge


$8500.00


Essex Street bridge


7500.00


Haverhill Street bridge


10000.00


26000.00


Total


127600.00


11


An appropriation of $50,000.00 is asked for; 50% to be used for maintenance and 50% for construction.


SNOW REMOVAL


The cost of handling snow is always difficult to estimate in advance. Fortunately this last winter was not as severe as that encountered one year ago, and the burden on the town resulting from the high labor costs and shortage of men was not as great as we anticipated.


In our estimate for maintenance we have included $2000.00 for snow removal.


SIDEWALKS


The need of sidewalks, particularly in the villages, requires the expenditure of at least $2000.00 yearly ; $1000.00 to be spent. under the Betterment Act. This has been included in our estimate for maintenance.


LOWELL STREET


The work done last year has been fully covered by our super- intendent, and for us to review the past would be a repetition ; however, as this work slowly but surely approaches the Tewks- bury line the desire of the Board to proceed with the recon- struction as rapidly as possible must meet with the approval of the majority of our citizens. An article to appropriate $7500.00, provided the County and State contribute similar amounts to continue the work in 1919, will be included in the Warrant.


ESSEX STREET BRIDGE


In accordance with the vote passed by the town the Board communicated with the County Commissioners shortly after the March meeting, and as soon as practicable the engineer acting for the Commissioners made an inspection, and later prepared plans and specifications. Some delay followed, due to conditions resulting from the war, and the same were not presented to the Board in proper form until August 1st. The estimate for widen- ing the bridge, the added structure to be built of reinforced con- crete with concrete wall and parapet, was $6000.00, of which the County would assume 45%.


12


/


As our appropriation of $2500.00 would not go very far towards meeting this cost, the same was left undisturbed. An article to make possible this improvement during the coming season will be included in the Warrant.


Respectfully submitted,


BARNETT ROGERS THOS. E. RHODES ANDREW McTERNEN PHILIP L. HARDY CHARLES B. BALDWIN Board of Public Works


13


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


1925 15000.00


No. 5 1928


5000.00


. Balance, January 1, 1918 Appropriation March 4, 1918 Interest on deposits


$36217.99


750.00


1529.51


38497. 50


CR.


Water Loan Funds deposited Andover Savings Bank Andover National Bank


$9086.76


29410.74


38497.50


DR.


To redeem Sewer Loans


due


1919


$10000.00


1928


30000.00


Balance, January 1, 1918


$22497.02


Appropriation March 4, 1918


1000.00


Assessments, 1918


990.13


Interest on deposits


904.64


25391.79


CR.


Sewer Loans deposited Andover National Bank


25391.79


BARNETT ROGERS THOS. E. RHODES ANDREW McTERNEN


PHILIP L. HARDY CHAS. B. BALDWIN Sinking Fund Commissioners


Examined, NESBIT G. GLEASON WALTER H. COLEMAN JOHN S. ROBERTSON Auditors


14


SUPERINTENDENT'S REPORT


To the Board of Public Works.


GENTLEMEN :- I present herewith a review of the activities of the different departments under your direction, making the thirtieth of the Water System, twenty-second of the Sewer System, and the sixth report of Highways and Parks, for the year ending December 31, 1918.


WATER DEPARTMENT


The year 1918 presents many things out of the ordinary. Early in the year, the ground being so full of frost, there were many freeze-ups; a number of service-pipes were frozen, meters broken, some of which are just being repaired now. Help being so scarce, we had to employ plumbers to help us out on this work; also the Lawrence Gas Company. This work kept us busy all last winter, the most severe winter the department has ever had. A number of leaks were discovered when the frost came out, as well as having a number in the winter. New screen was necessary on our suction pipe at Haggetts Pond, as the old screen in the pond became rusted out. This was one of the things that made our maintenance so large this year. Another was the repairs on our Steam Plant. Another was the pumping of water to Lawrence, which I will report later.


During 1918 there were no new main pipes laid at all, prices having advanced so that with the shortage of labor it was not practical. Price of water pipe on January 1, 1918, was $56.00 per ton, and during the past year prices advanced until on


15


January 1, 1919, prices were $70.50 per ton. Pig lead was the only thing to drop up to this time. Therefore on January 1, 1919, your present plant is as follows :-


Total length of water-mains.


51.19 miles


Number of hydrants 378


Number of public buildings 15


Number of fountains (added 1) 9


Number of stand-pipes


10


Number of faucets at Parks


3


Number of private hydrants 34


A few reasons our maintenance has increased so in the last year. First of all was the freezing of pipes, being obliged to hire plumbers, also the Lawrence Gas Company; second was the overhauling of our steam plant. This cost us about $300.00 more than we figured on; then we discovered that our suction screen in the pond was rusting out, which made it necessary to place a new one, which was done at a cost of $1000.00. A few more reasons which were impossible were the cost of oil, coal, and labor. Cylinder oil advanced from 52 cents to 70 cents per galon; engine oil from 38 cents to 44 cents; special oil for our oil engine from 62 cents to 75 cents. Then we were obliged to purchase coal to last until April at a price of $11.00 per ton, when on January 1st I was offered coal at $9.00 per ton. We also pumped water to the city of Lawrence which required another en- gineer for a short period, as well as more coal, for which we were obliged to pay $12.00 and over per ton. The following table will show water pumped to Lawrence, cost, and receipts for same.


Jan. 15 to Mar. 15


24,387,450 Gals.


$1200.00 Cost 298.00


$1743.32 Receipts 656.90


Oct. 9 to Oct. 24


6,507,000 16


Totals


30,894,450 Gals.


$1498.00 Cost


$2400.22 Receipts


Or a profit of $902.22. This is without figuring any wear or tear on machinery, which would be very small.


I wish to state at this time there are no uncollected water rates.


16


For maintenance for year 1919 I would recommend the fol- lowing, $14,000.00, to be divided as follows ::


Salaries and labor


$8000.00


Coal


2500.00


Coal owed for


590.00


Keeping one horse


400.00


Fuel oil and oil


1000.00


Power


1000.00


Miscellaneous


510.00


$14000.00


SERVICE PIPE


There were fifteen applications received and same laid, which now makes 1470 in use, or a total of 117,898 feet. Spent on service pipe, meters and tools $3187.34 Credits


1437.76


1749.58


Balance


50.42


Appropriation


$1800.00


$1800.00


$1800.00


METERS


During the year there were seventeen new meters set, varying from 5-8 to 2-inch inclusive. I would state I believe that every service pipe should be metered, and then the town would see a little difference in gallons pumped; also in receipts. Therefore I would recommend for 1919 service pipe and construction $2000- construction, new meters and installing. This $200 increase would be spent on meters alone.


PUMPING PLANTS


Haggetts Pond station has been run 365 days during 1918, 336 days on steam and 29 days on oil. The average hours has been 11 hours 2 minutes; this does not include starting, stopping or


17


repair work, it is the actual running time. The following is from the records of Engineer's Sheets :-


Days Hours Gallons Pumped 365 3895.15 268,733,008


Oil Used 2249 Gals.


Coal 413 Tons


Average Daily


736,254 Gals.


The steam plant has been overhauled, as reported before; also screen placed on suction pipe. There are a few repairs to be made on the building this coming year: ceilings to be repaired and painted.


The station on Bancroft Road has been run as usual this year Mondays, Wednesdays, and Fridays, and Saturday forenoon about three or four hours, or about thirty hours a week. Kero- sene has been used during 1918 altogether and good results have been obtained. Fuel oil becoming so expensive and heavy, was the reason for changing, as well as making a clean appearance around the outside. The new pump and moter have been in- stalled, as voted last year, at a cost of $2149.78; appropriation, $2500.00; balance, $350.22. This will be run by electricity, power being furnished by the Lawrence Gas Company. I cannot say much about this at the present as it has not had a fair trial at this writing, being impossible on account of Government orders to get the plant running before January 1st, but good results are expected as in other towns. This will do all pumping, keeping the oil engine for emergency.


RECEIPTS


Various parties, service pipe, meters, and repairs $2448.96


Water rates 27053.04


29502.00


Credits paid Treasurer


Water rates


$27053.04


Pipe accounts


2448.96


29502.00


29502.00


18


SEWER DEPARTMENT


No main sewers were laid during the year. No connection sewers were laid during the year. The same appropriation will be necessary for 1919, $2500.00.


There should also be $3000.00 for filter bed work; this is to finish up five beds started in 1917 but on account of shortage of labor and high price of material it was stopped for one year. This is asked for by the State Board of Health.


FRANK L. COLE, Superintendent


14


1


SUMMARY COST OF CONSTRUCTION WATER DEPARTMENT


DESIGNATION


Summary Approved Bills


Credits


Net Cost for 1918


Total Cost for Construction


Office Fixtures


$561.75


Telemeters


1311.63


Telephone


184.77


Teams


583.65


Pipe Distribution


254405.02


Service Pipe


$3129.84


$1437.76


$1692.08


28240.60


Water and Land


6687.23


Suction Pipes


1309.46


Reservoirs


16985.82


Coal Shed


806.97


Grading Land


1739.12


Workshop


1271.88


Buildings Pumping Station


9610. 14


Pumping Plants


2149.78


2149.78


47983.54


Construction Expenses


9406.21


Tools


57.50


57.50


3593. 14


Maintenance


16849.68


1011.20


15838.48


TOTALS .


$22186.80


$2448.96 $19737.84


$384680.87


SUMMARY COST OF CONSTRUCTION SEWER DEPARTMENT


Sewer Main in feet


46040


Number of Filter Beds .


28 3


Number of Sludge Beds


Cost to Abutters


$124519.78 127358.05


Cost to Town


Totals


46040


31


$251877.83


Includes A. V. Sewer


EXPENDITURES


WATER DEPARTMENT


SEWER DEPARTMENT


NAMES


Mainte- nance


Con- struction


Total


Mainte- nance


Total


Grand Totals


Payrolls, Labor and Teams


$ 6602.31


$1051.38


$ 7653.69


$1139.88 $1139.88


$ 8793.57


Buchan & McNally, supplies


37.25


11.58


48.83


48.83


Boston & Maine


882.48


7.37


889.85


7.67


7.67


897.52


Philip Hardy, labor and material


81.26


73.87


155.13


7.34


7.34


162.47


Curry Bros., supplies


111 21


6.40


117.61


60.00


60.00


177.61


Carefares


114.28


62.63


176.91


176.91


Andover Coal Co.


2539.51


2539.51


2539.51


Vacuum Oil Co., oil and grease


518.30


518.30


518.30


William B. Merrill & Co., supplies


94.34


94.34


94.34


Walworth Mfg. Co., supplies


5.76


5.76


5.76


George E. Winslow, supplies


11.33


11.33


11.33


W. I. Morse, supplies


100.85


61.99


162.84


30.90


30.90


193.74


American Express Company


11.48


48.24


59.72


59.72


Boston and Lawrence Express


.37


.53


90


. 90


Crandall Packing Co., packing


13.62


13.62


13.62


New England Tel. & Tel. Co. .


62.34


62.34


62.34


Spring Coal Co., coal


276.02


276.02


276.02


C. I. Alexander


21.90


21.90


21.90


Bride Grimes & Co., supplies


199.94


1.60


201.54


201.54


New England Coal & Coke Co. Standard Oil Co.


345.52


37.50


383.02


383.02


P. J. Daly


24.00


24.00


24.00


John L. Morrison, repairs


25.25


25.25


28.70


28.70


53.95


Anderson & Bowman, repairs


35.70


35.70


35.70


Helen Tweedell


10.00


10.00


10.00


Texas Oil Co.


10.20


10.20


10.20


C. A. Hill & Co.


6.55


4.16


10.71


10.71


299.28


299.28


299.28


WATER DEPARTMENT


SEWER DEPARTMENT


NAMES


Mainte- nance


Con- struction


Total


Mainte- nance


Total


Grand Totals


Neptune Meter Co.


124.02


217.41


341.43


341.43


National Meter Co.


73.69


6.73


80.42


80.42


Pittsburg Meter Co.


.70


114.00


114.70


114.70


W. H. Welch & Co., thawing


256.15


256.15


5.80


5.80


261.95


Lead-Lined Iron Pipe


613.45


613.45


613.45


Mueller Mfg. Co., supplies


56.94


273.39


330.33


330.33


Lawrence Gas Company, power and light


15.67


108.00


123.67


951.32


951.32


1074.99


Waterworks equipment


66.00


212.93


278.93


278.93


Samuel Smith


25.22


16.49


41.71


41.71


United Brass Co.


23.40


23.40


23.40


Chadwick Boston Lead, tubing


45.95


45.95


45.95


Builders Iron Foundry .


23.91


23.91


23.91


Boston Pipe and Fittings Co.


35.94


35.94


35.94


Hersey Meter Co.


11.86


11.86


11.86


Thomson Meter Co.


53.20|


53.20


53.20


Walter H. Coleman Co.


2.70


11.90


11.90


W. W. Cole, wood


25.00


25.00


25.00


John Riley, services


4.00


4.00


4.00


George Snell, couplings


18.00


18.00


18.00


Worthington Pump Co.


845.34


13.73


859.07


859.07


City of Lawrence


911.60


911.60


911.60


T. F. Morrissey & Son


14.67


14.67


14.67


Lawrence Machine Co.


182.95


182.95


144.21


144.21


327.16


H. J. Stanchfield, tools and oil


13.14


13.14


25.62


25.62


38.76


Harold L. Bond, tools


3.10


3.10


3.10


Smart & Flagg


3.00


3.00


20.00


20.00


23.00


George Brown, boots


36.00


36.00


36.00


National Bank


5.00


5.00


5.00


Tyer Rubber Co., mittens


33.59


33.59


33.59


Sinclair Oil Co.


113.40


113.40


113.40


9.20


1.00


August Mietz Co.


413.35


413.35


413.35


M. T. Walsh & Co.


8.13


8.13


8.13


Smith & Dove Co.


7.38


7.38


7.38


Barrett Mfg. Co.


8.00


8.00


8.00


Andover Press


96.73


96.73


96.73


Ludlow Valve Co.


175.00


175.00


175.00


T. A. Holt Co.


55.70


55.70


55.70


H. B. McArdle


3 .. 25


3,25


3.25


Dececo Co.


18.00


18.00


18.00


Elliott Co., screen


825.00


825.00


825.00


Sherman Envelope


14.67


14.67


14.67


Lunkheiner Cup Co.


51.88


51.88


51.88


Rensselaer Valve Co.


10.25


10.25


10.25


8.60


8.60


8.60


Merrimac Boiler Co.


$16849.68


$3187.34 $20037. 02 |$2499 . 13 $2499. 13 $22536. 15


Daniel Silver & Co


1.00


1.00


COMPARATIVE STATISTICS


JANUARY 1,


1919


Cost per million gal'ns


No. of service


meters in use


No. of h'd'nts


Miles of main pipe


Year


Received from water rates


Net cost of maintenance pumping


Cost of


by total mainte- nance


by cost of pumping


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


19 55


81 16


202,885,685


1147


926


273


38.07


1910


17613 66


8378 32


4234 61


36 50


18 50


76 93


228,939,882


1187


977


290


40.81


1911


18515 99


7974 79


3584 62


39 21


17 62


91 03


203,401,371


1245


1023


321


44.34


1912


19687 47


8117 57


3583 45


39 58


17 48


95 99


205,097,460


1304


1081


344


46.99


1913


22739 88


8412 89


4471 18


36 84


19 58


96 58


228,344,927


1353


1146


351


47.70


1914


19614 00


10306 80


4434 65


43 86


18 86


83 47


234,973,550


1405


1195


364


49.64


1915


22451 01


9982 98


4464 45


42 49


18 55


93 32


+240,599,178


1465


1262


369


50.08


1916


23496 87


±11998 60


4842 20


46 67


21 91


94 02


+220'945,880


1492


1290


377


51.19


1917


24780 82


11538 26


5460 42


52 95


25 06


113 72


+217,894,123


1503


1311


377


51.19


1918


27053 04


15838 48


10092 80


58 93


37 56


100 67


1268,733,008


1470


1328


378


51.19


. .


.


.


6 months


46


16


1890


*Regulations and rates changed.


¡No allowance for slipage.


Received per million Gallons pumped pipes in gallons use


HIGHWAYS AND PARKS


To the Board of Public Works.


GENTLEMEN :- I herewith submit the sixth annual report of the Highway Department for the year ending December 31, 1918.


Last winter was, as you know, a very severe one. Catch- basins would freeze, gutters would fill up with snow and ice and keep us cutting and thawing all winter. We had several snow- storms, of which eleven were ploughed. Some of these were done at night, and some came during daylight. The last week of March we were able to clean up a few of our tarvia streets, only on the first of April to have them covered with snow again ; this, however, did not last but a few days, because on April 8th we actually started cleaning up streets and catchbasins. This work was finished on April 28th. We then started on getting sand for our tarvia work; this lasted, with the blanketing and covering, about five weeks, during which time we used about 15,789 gallons of Tarvia B. I would say that by buying your tarvia last January you saved 2 cents a gallon. You also saved 2 cents a gallon on all tarvia used on Lowell Street, as that was contracted for at the same time; in all, there was a saving of about $600 by your early purchase, as on May 1st the price advanced. It takes about 500 loads of sand for the tarvia work and snow work per year.


While this work was being carried on there were several places being repaired with gravel and ashes. On June 10th we were ready for Lowell Street, but were not allowed to start by the Government; so Poor Street was our first work of building road or sidewalk. We started and put in a cinder road and sidewalk from Lowell Street to Corbett Street, ashes being bought from the Pacific Mills and about one hundred loads being given by the Cold Spring Brewery Company, these latter being hauled by the town teams. This work was completed on June 24th. We moved to Lowell Street for about four months or October 23d.




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