Town annual report of Andover 1915-1920, Part 15

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 15


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).


Part 1 | Part 2 | Part 3 | Part 4 | Part 5 | Part 6 | Part 7 | Part 8 | Part 9 | Part 10 | Part 11 | Part 12 | Part 13 | Part 14 | Part 15 | Part 16 | Part 17 | Part 18 | Part 19 | Part 20 | Part 21 | Part 22 | Part 23 | Part 24 | Part 25 | Part 26 | Part 27 | Part 28 | Part 29 | Part 30 | Part 31 | Part 32 | Part 33 | Part 34 | Part 35 | Part 36 | Part 37 | Part 38 | Part 39 | Part 40 | Part 41 | Part 42 | Part 43 | Part 44 | Part 45 | Part 46 | Part 47


JOHN FRANKLIN, Engineer


HIGHWAY DEPARTMENT


HIGHWAY CONDITIONS


For a detailed report of the Highway Department see the report of the Superintendent. Our highway conditions show marked improvement since last report. The policy of preserving our macadam roads with Tarvia B and sand shows evidence of success, for our macadam roads are now in better condition than ever. The unit cost of the work done, the only measure of officiency, will compare favorably with any municipal or contract work of similar grade. Our new work this year was the macadamizing of part of Bartlet, Morton and Elm Streets, and with the cooperation of the County and State, part of Lowell Street. We have also rebuilt part of High Street, Walnut Avenue, Harding and Haverhill Streets. Because of the damage by storms much money has been spent in the West district. Your Board believe it good policy when reconstructing our streets to lay permanent drains and build sufficient catch-basins to take care of the water. Much has been done along that line this year. Your Board would suggest the reconstruction of


9


Central, School, Brook and a larger part of Lowell Streets this year. The County's and the State's cooperation on Lowell Street we believe is assured. Much complaint is manifest of our slippery roads, and is receiving due consideration by your Board. Permanency and economy recommend the tarvia-bound maca- dam in preference to the gravel and water-bound macadam.


The County has reported and given the Town plans of their re-survey of North Main Street, Brook, High, Elm Streets and Walnut Avenue. Your Board would recommend the appro- priation of $25,000 for highways and the inclusion of the railroad franchise and excise tax. Your Board would recommend a special appropriation of $5000 for Lowell Street to be spent with equal amounts by the County and State.


THE DUST-LAYING PROBLEM


On account of our present method of preserving the surface of our macadam roads and laying the dust on our gravel roads, an assessment on the abutters becomes unjust. Those who live along the macadam roads are occasionally exempt from the dust tax because they do not require treatment every year, while the gravel roads require treatment every year and therefore are taxed every year. In a very few years, at the present rate of reconstruction of our roads, the Center will be all macadam and then it would probably be wise to discontinue the tax, if not at present. The cost of preserving the road surface and the dust- laying is so involved in road construction and maintenance that it is impossible to separate the cost, and this gives another reason for discontinuing the tax.


SIDEWALKS


Much improvement has been made on sidewalks this year in cinder and stonedust walks, repairing concrete, and new con- crete. New walks have been built on Abbot Street, Shawsheen Road (with curbing), and on Lowell Street. Much work has been done on sidewalks and drains on Haverhill Street. Your Board would recommend the appropriation of $1500 for side- walks, $500 to be used under the Betterment Act.


10


COMPARATIVE TABLE OF EXPENDITURE AND REVENUE


FOR 1912-1915


1912 Revenue Expend.


1913 Revenue Expend.


Revenue


Expend.


Revenue


Expend.


+Highways & Bridges


$ 4000 00 $ 7136 57 $ 8265 25 $14127 85 $25000 00 $17113 08


$25385 00a


$14711 51


Drains


2235 36


1388 98


Sale of Stone


158 60


1151 42


984 44


1466 03


808 64


1453 74


1068 46


Oil for streets


1284 85


Railroad Taxes


4155 23


4659 56


4609 78


4023 35


Construction


3000 00


4753 96


2954 69


1417 82


13643 55*


19000 55


Andover Street


3000 00


2992 26


Salem Street


2000 00


1999 76


Elm Square


587 57


608 09


Horses and drivers Salary


2295 00


2295 00


2790 55


1200 00


1200 00


850 00


Miscellaneous


450 00


719 49


Sidewalks


1500 00


1649 65


2000 00


1507 04


1500 00


1648 41


5333 83b 2000 00


2410 59


Oil wagon, tools, etc.


1500 00


1409 30


221 37


Snow


1000 00


781 24


455 25


420 59


2500 00


2684 37


1500 00


1497 21c


Sidewalk revenue


143 65


174 14


466 67


Totals


$24248 93 $23416 53 $25077 27 $23385 25 $35969 44 $36119 74


$40162 59


$40077 30


Balances


832 40


1692 02 150 30°


85 29


* 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%. t 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.


1914


1915


Street Sprinkling


1198 88


PARK AND PLAYSTEAD


The upkeep of the Park and Playstead has been the chief expense this year. We made an agreement with the A.V.I.S. to take care of the Boulders for the sum of $150, believing that their interest and experience in such work would produce the best results. Because of complaints of damage by water caused by the insufficient capacity of the drain-pipes from the Playstead to the brook, your Board caused another line of pipes to be laid parallel with the old. Your Board would recommend that the sum of $1500 be appropriated for Parks and Playstead.


THOMAS E. RHODES BARNETT ROGERS ANDREW McTERNEN WILLIS B. HODGKINS LEWIS T. HARDY


Board of Public Works


12


REDEMPTION OF LOANS


DR.


To Redeem Water Loans


No. 1 due 1920


No. 2 1922


No. 3 1923


No. 4 66 1925


No. 5 66 1928


Balance, Jan. 1, 1915 Appropriation, March 1, 1915 Interest on Investments


$29984 13


750 00


1312 16


$32046 29


CR.


Water Loan Funds Deposited- Andover Savings Bank Andover National Bank


$ 8010 07


24036 22


$32046 29


DR.


To Redeem Sewer Loans $10000 due 1919


30000


1928


Balance, Jan. 1, 1915


$13172 97


Appropriation, March 1, 1915


1000 00


Assessments, 1915


408 63


Interest on Deposits


517 68


$15099 28


CR.


Sewer Loan Funds Deposited- Andover National Bank


$15099 28 THOMAS E. RHODES LEWIS T. HARDY


WILLIS B. HODGKINS


BARNETT ROGERS ANDREW McTERNEN Sinking Fund Commissioners


Examined, Feb. 10, 1916 NESBIT G. GLEASON D. R. LAWSON W. H. COLEMAN Auditors


SUPERINTENDENT'S REPORT


To the Board of Public Works.


GENTLEMEN: I herewith present my report for the year Ending December 31, 1915, which is the twenty-seventh of the Water Department and the nineteenth of the Sewer System; and the third annual report of Highways and Parks under your supervision.


WATER DEPARTMENT


The water-mains have been extended this year on Rocky Hill Road a distance of 1460 feet of 6-inch C. I. pipe, at a cost of $1492.03. There were 165 yards of ledge on this job, making the cost a small margin over $1.00 a foot. The next extension was 192 feet of 8-inch C. I. pipe on Main Street. This was somewhat ledges, the job costing $204.60. A 6-inch C. I. pipe-line from Haverhill Street on High Street, to the residence of John A. Driscoll, a distance of 541 feet, was laid during December at a cost of $615.30; making a total of 2193 feet of new water main laid in 1915.


On Chestnut Street a new 8-inch C. I. main has been laid from Central Street to Main Street, a distance of 685 feet. On account of the service on this street it was necessary to lay at a depth of about seven feet. This job when completed cost $895.89. I hope money enough may be raised, to go with money we already have, so this may be continued to Whittier Street this spring.


Water mains were also laid for Mr. W. M. Wood and Phillips Academy; these were paid for by applicants. Cost, plus 10%.


These additions make the present plant, December 31, 1915, as follows:


Total length of main pipe in service


50. 06 miles 369


Number of hydrants


Number of public buildings


15


Number of fountains 8


Number of standpipes


10


Number of faucets at parks


4


Number of private hydrants


34


14


SERVICE PIPES


There were received 60 applications for new service pipes, and these were all laid. The number of feet laid by the Town from main to street lines was 1387 feet, and by the property owners 2295 feet. This year there have been four relaid, making a total on December 31, 1915, of 623 cement-lined pipes, and 804 lead- lined; 38 all other kinds, including solid lead, tarred, etc., making 1465 in number or 114,966 feet in length.


METERS


During the year 1915, 67 new meters were set, making a total of 1262 now in use. I would recommend meters be set on the remaining services not at present metered.


PUMPING PLANTS


The High Service Station on Bancroft Road has this year received a general overhauling after seven years' work. The pumping has increased at this station during the last year.


Haggett's Pond Station where all water is first pumped from, has been running during 1915, 365 days-90 days on oil and 275 days on steam plant. Running time according to engineer's sheets, 3509 hours, 27 minutes. During this time about 240 million gallons of water were pumped. Number of gallons pumped by oil, 59,853,135; by steam, 180,746,043; or a daily average of 659,175 gallons. The cost of pumping was practically the same as last year, only a slight increase of about $30.00, while according to records there were about 6 million more gallons pumped.


The pond has remained higher this year than for a longwhile on account of summer rains. The ground purchased by the Town from the Boston Ice Company, which borders the pond, has been cleaned up a little and some wood that was dead has been cut and sold.


The steam plant is having a general overhauling by the makers this winter, so that by spring everything at the Haggett's Pond Station will be in first-calss condition.


15


WATER RATES


Water rates have increased this year over last year; they are now on a year's footing. The report this year shows four full quarters of receipts, amounting to $22,451.01, which will show in Table.


GENERAL REPORT


Our workshop on Lewis Street has had a new roof put on by Andrew Wilson. A new barn has been built for the storage of Highway and Waterworks horses and several vehicles. Cost of same will be reported under Highway Department. The build- ings at Haggett's Pond are in a very good condition; also the building on Bancroft Road. Both fences around each reservoir need painting during 1916. Building at filter-beds in good condition.


The barn formerly used as a stable by the Water Department has been turned into a storehouse for Akron fittings, coke, gates, gate-boxes, hydrants, soil-pipe, etc.


The property owned by the Town, under the care of the Board of Public Works, is all in good condition.


SEWER DEPARTMENT


This past year has been a busy one in the Sewer Department. On house connection work we have had 52 applications, and all accepted and 49 laid, making a total of 707 house connections at present.


During the year extensions were made on Elm Street from Whittier Street to Washington Avenue, a distance of about 990 feet. Four manholes were necessary, as well as a 5-inch under-drain. The cost of this job, including all labor and ma- terial and 105 yards ledge work, was $1520.22.


We next went to Avon Street from Chestnut to Summer, about 800 feet; we also had three manholes and a 5-inch under- drain. This cost $792.71.


Summer Street, from Avon to Pine Street, a distance of about 500 feet, also had to be underdrained and two manholes built. This was a very wet job and we had considerable trouble. Cost of this work, including all labor and material, $625.15.


FRANK L. COLE, Supt.


16


RECEIPTS


BILLS


Mainte- nance


Service Pipe


Pipe Distri- bution


Totals


Various parties, service pipe and meters Various parties, repairs and labor


$241 01


$1529 24 890 25


1716 29


$1529 24 1847 55


Totals


$241 01 $2419 49 $1716 29 $4376 79


Water rates .


22451 01


Credits paid Town Treasurer .


$26827 80


Water Rates


$22451 01 4376 79


Pipe Account


$26827 80


$26827 80


Approved NESBIT G. GLEASON W. H. COLEMAN D. R. LAWSON


Auditors


EXPENDITURES


WATER DEPARTMENT


SEWER DEPARTMENT


NAMES


Mainte- nance


Construc- tion


Total


Mainte- nance


Construc .. tion


House Connec- tion


Abbott Village Sewer


Total


Grand Total


Boston & Maine, freight


$ 136 10 $


232 41 $


368 51


$ 57 37 $


36 60 $


90 21 $


184 18


$ 552 69 93 44


New England Tel. & Tel. Co.


93 44


93 44


Payrolls


4877 29


3403 70


8280 99


$ 239 54


1818 86


1388 63


1954 12


5401 15


13682 14


Walter I. Morse, supplies and tools


107 61


44 96


152 57


157 58


6 65


8 25


26 05


198 53


351 10


Carfares


111 21


111 21


111 21


Andover Press


143 30


25 50


168 80


6 38


6 38


175 18


A. W. Chesterton & Co., supplies


31 16


21 04


52 20


30 20


67 83


39 83


5 48


113 14


115 34


Portland Stoneware Co., pipe


540 24


235 52


775 76


775 76


Buchan & McNally


17 07


3 84


20 91


12 06


12 0


32 97


Merrimac Iron Foundry, manhole covers


114 00


114 00


114 00


F. W. Foster & Sons Co.


38 50


38 50


38 50


Ira Buxton, labor and supplies


1 40


1 40


25


14 85


16 25


Philip Hardy, stock and labor


115 00


18 33


133 33


197 75


31 57


4000 00


4229 32


4362 65


Myerscough & Buchan


86 99


17 06


104 03


29 00


46 25


150 30


Smart & Flagg


6 00


6 00


20 00


20 00


26 00


Hardy & Cole


30 83


29 30


60 13


8 73


85 65


60 05


5 24


159 67


219 80


John C. Collins


18 00


18 00


1 50


145 39


83 04


229 93


247 93


John Franklin


3330 23


3430 23


3430 23


Frank L. Holt


900 00


900 00


900 00


Harold L. Bond, dynamite and caps


3 75


3 75


11 20


11 20


14 95


Andover National Bank


5 00


5 00


5 00


Barnett Rogers, recording deeds


65


1 30


1 95


1 95


Burnham Garage, new car


11 50


11 50


200 00


200 00


211 50


Tyer Rubber Co., rubber gloves


1 20


1 20


1 63


6 51


8 14


9 34


George Brown


29 80


80


29 80


Anderson & Bowman


12 01


8 00


20 01


9 25


9 25


29 26


.


·


.


.


.


14 60


30 20


82 40


Smith & Manning, supplies .


2 20


2 20


17 25


100 00


North Andover Board Public Works Waldo Bros.


3 50|


3 50


11 00


11 00


14 50


12 00


12 00


12 00


30 00


135 00


165 00


165 00


55


55


167 34


211 43


211 43


372 20


W. A. Snow Iron Co.


9 00


9 00


9 00


9


00


18 00


American Express Co.


8 67


2 69


11 36


1 19


1 19


12 55


Cenedella & Co., contract


39290 00


39290 00


39290 00


Boston Transcript, advertising


35 40


35 40


35 40


12 86


12 86


12 86


Telegram Publishing Co., advertising


17 50


17 50


17 50


Sun and American, advertising


17 50


17 50


17 50


George L. Gauge, pipe


8 06


23 92


31 98


31 98


Highway Department, stone and pipe


39 68


39 68


39 68


William J. Cronin


50 00


50 00


50 00


M. T. Stevens


62 40


62 40


62 40


Scott Shattuck, teaming


12 63


12 63


29 00


29 00


41 63


Standard C. I. Pipe Co., iron pipe


1508 91


1508 91


680 79


680 79


2189 70


Eben Simmons, land damage


20 00


20 00


20 00


Olaf Benson, land damage


50 00


50 00


50 00


Colver J. Stone


9 00


9 00


9 00


National Lead Co., lead


180 63


180 63


110 88


110 88


291 51


Rensselaer Valve Co.


93 00


93 00


93 00


Morrison & O'Connell


41 95


3 50


45 45


45 45


Builders Iron Foundry, specials


26 78


56 74


83 52


83 52


Jenkins Bros., valves .


32 42


32 42


32 42


Lead Lined Iron Pipe Co., service pipe


86 78


1427 25


1514 03


1514 03


Wolworth Mfg. Co.


83 31


83 31


83 31


Wright's Express


2 05


80


2 85


2 85


H. Mueller Mfg. Co.


443 05


443 05


443 05


Pittsburg Meter Co., meters


243 40


243 40


243 40


Neptune Meter Co., meters and parts


21 80


565 98


578 78


587 78


National Meter Co., repairs .


12 99


12 99


12 99


Chadwick Boston Lead


79 33


79 33


79 33


Anglo Saxon Supply Co.


23 22


23 22


23 22


·


.


Old Colony Trust Co., bonds


.


.


152 79


14 00


166 79


J. H. Campion Co., grain, oil, supplies Boston Pipe and Fitting Co.


160 77


160 77


·


Hildreth & Rogers, advertising


WATER DEPARTMENT


SEWER DEPARTMENT


NAMES


Mainte- nance


Construc- tion


Total


Mainte- nance


Construc- tion


House Connec- tion


Abbot Village Sewer


Total


Grand Total


Fred Smith


20 00


20 00


20 00


Boston Coupling Co. :


18 00


18 00


18 00


Waterworks Equipment Co.


70 60


129 80


200 40


200 40


Postoffice, envelopes


282 32


282 32


282 32


John A. Riley, care of hall


5 00


5 00


5 00


Frank Hardy, brush


3 50


3 50


3 50


W. S. Darly & Co.


3 90


3 90


3 90


Frank E. Dodge


10 80


10 80


10 80


James S. May .


2 30


2 30


2 30


W. H. Coleman & Co.


14 01


14 01


14 01


R. F. Morse


60


60


60


Bride Grimes Co. .


55 92


55 92


55 92


Joseph Chambers, teaming


45 00


45 00


45 00


Sumner & Gerald .


57 50


57 50


57 50


Cross Coal Co., soft coal


1170 39


1170 39


1170 30


H. S. Macomber & Co., oil


308 78


308 78


308 78


Vacuum Oil Co.


188 69


188 69


188 69


Jenny Mfg. Co., fuel oil .


152 97


152 97


152 97


George E. Winslow


19 17


19 17


19 17


Ashton Valve Co.


56 40


56 40


56 40


A. M. Colby


29 40


29 40


29 40


T. F. Morrissey


6 60


6 60


6 60


Rumney Pump Co.


294 82


294 82


294 82


Deane Steam Pump Co.


21 60


21 60


21 60


Joseph Bordelais


54 02


Curry Bros. Supply Co.


54 02


54 02


Frank E. Davis


25 92


25 92


25 92


Samuel Smith Machine Co.


.


17 89


17 89


17 89


.


.


81 00


81 00


81 00


Andover Coal Co., coal


1 90


1 90


1 90


M. T. Walsh


80|


80


80


J. E. Whiting


1 00


1 00


1 00


T. A. Holt Co.


32 00


32 00


32 00


Thomson Meter Co., repairs


20 26


20 26


20 26


Hersey Meter Co., repairs


13 63


13 63


13 63


Ludlow Valve Co., hydrant and valve


65 64


65 64


65 64


Harry M. Eames, hay


274 09


274


09


274 09


Robert A. Watson, hay


35 62


35 62


35 62


Andrew Wilson, New roof


63 00


63 00


63 00


Gulf Refining Co., fuel oil


314 93


314 93


314 93


Lawrence Gas Co.


2 32


2 32


2 32


H. J. Stanchfield, supplies


4 55


4 55


4 55


Buchan & Francis


18 10


18 10


18 10


August Misty, supplies


97 21


97 21


97 21


Joseph Breck & Sons .


3 50


3 50


3 50


Merrimack Boiler Works


33 47


33 47


33 47


Dr. P. J. Look


2 50


2 50


2 50


Western Electric Co.


106 71


106 71


106 71


Herbert Marr


2 80


2 80


2 80


W. B. Douglas


1 48


1 48


1 48


H. B. McArdle


3 15


3 15


3 15


Revere Rubber Co., packing


1 61


1 61


1 61


George B. Graffs Co. .


2 75


2 75


· 2 75


$10223 99 $ 8934 07 $19158 05


$1656 81 $ 3265 03 $2028 83 $50085 98 $57036 65


$76194 71


.


.


·


·


.


.


.


.


.


.


.


·


.


.


·


.


·


·


·


.


.


.


.


·


SUMMARY COST OF CONSTRUCTION WATER DEPARTMENT


DESIGNATION


Summary Approved | Credits Bills


Net Cost for 1915


Total Cost of Construction


Office Fixtures


$ 561 75


Telemeters


1311 63


Telephones


184 77


Teams


583 65


Pipe Distribution


$ 4695 12 $1716 29 4175 99 2419 49


$ 2978 83 1756 50


$248476 10


Service Pipe


23954 66


Water and Land Drainage


6687 23


Suction Pipe


1309 46


Reservoirs


16985 82


Coalshed


806 97


Grading Land


1739 12


Workshop


1271 88


Building Pumping Station


9610 14


Pumping-plants


44401 83


Construction Expenses


9406 21


Tools


3154 79


Maintenance


62 96 10223 99


241 01


62 96 9982 98


Totals


$19158 06:$4376 79


$14781 27


$370446 01


SUMMARY COST OF CONSTRUCTION SEWER DEPARTMENT


Sewer mains in feet


27309.10


23


Number of sludge-beds


3


Cost to the abutters


Cost to the Town


$103876 98 34625 66


Totals


27309.10


26


$138502 64


.


Number of filter-beds


COMPARATIVE STATISTICS


January 1, 1916


Year


Received from Net cost of water rates


Cost of maintenance pumping


by total mainte- nance


by cost of pumping


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


meters


No. of h'd'nts


Miles of main pipe


1890


$ 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 4


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 4


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 5


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 4


18 :


93 32


+240,599,178


1465


1262


369


50.08


·


·


6 months


46


16


1889


Work commenced


· ... .


·


*Regulations and rates changed.


+No allowance for slipage.


Cost per million gal'ns


use


SUPERINTENDENT OF HIGHWAYS AND PARKS


To the Board of Public Works.


GENTLEMEN: I herewith submit the Third Annual Report of the Highway and Park Department, for the year ending Decem- ber 31, 1914.


During the early months of the year, ashes were hauled to High Street from Haverhill Street to the North Andover line. Ashes were also placed on Haverhill Street, a distance of about 500 feet. Haverhill Street, from the residence of John Traynor to River Bridge, was graded up with gravel from Mrs. Flint's pit on Lowell Street; this, after being wet and well rolled, made a very good street. Many other small jobs were also attended to, such as blanketing streets, oiling, cleaning gutters, and raking stones. The first job of any account done this year was Bartlet Street. This was started on June 2 and completed June 28. Morton Street, between Bartlet and Main Streets, was next done, as well as between Main and School Streets. Catchbasins and pipes were put in where necessary on both of these streets. On July 7, we started Elm Street, near the residence of Harry M. Eames, and continued work here until the last of July, when we were obliged to stop work, near the residence of O. P. Chase, for a period of four weeks. During this time we had to repair washouts in several different parts of the town, caused by the heavy showers during July. Among these places were Hardy's Hill in West Andover; Chandler Road near the River Road, by residence of Mr. George Disbrow; Walnut Avenue was also repaired; High Street Hill, and many small places where only a load or two were needed. We finally started on Elm Street again and continued to the Square, both sides, also done the Square; set curbing on both sides of Elm Street about 450 feet. On this street a 10-inch drain was started at the culvert near the residence of Mrs. Moses Foster, and carried to Wolcott Avenue; here two catchbasins were built and a 12-inch pipe run to catchbasin at the head of Maple Avenue, then followed


24


the drain on Maple Avenue to the river. One catchbasin was built on the corner by George F. Abbott's to catch the Summer Street water, and also across Elm Street to Maple Avenue. All corners on the approaching streets were curbed. The material taken from this street was used on the resurfacing of part of Maple Avenue, Summer Street, and some on Washington Avenue and Walnut Avenue. Elm Street was completed on September 25, except sidewalk work, which will be reported under Sidewalks.


On September 28, Lowell Street was started, under plans and specifications of the Massachusetts Highway Commission for a 18-foot Tarvia-bound road. There were 5600 square yards done at a cost of $6010. Of this amount, $4000 was paid by the County and State, the road being done under the Betterment Act; that is, the Town, County and State each sharing one- third of the cost. This price included grading, labor, teams, in fact, everything done. This was completed November 29. We then started on Harding Street, between the bridge and Main Street. Here both gutters were paved, gravel placed on roadbed, well rolled, and sidewalks repaired. The cost will appear in another column for all these jobs, as well as many others. When Harding Street was completed, work practically was completed for the year.


BALLARDVALE DISTRICT


Work done by Mr. John A. Haggerty with fire horses and help obtained in Ballardvale. Scraped Abbot Street from Porter Road to the residence of Mr. T. D. Thomson. Laid a 10-inch corrugated pipe across the road entering Pomp's Pond icehouses. Cleaned gutters and graveled Porter Road to the Spring Grove Road. Scraped Woburn Street to the Wilmington line, Ballard- vale road from Woburn Street to the Boston turnpike, and made repairs on the Abbott Hill. Scraped Andover Street and dragged same, from W. B. Hodgkins' to Woburn Street, and made repairs on High Street. River Street was scraped to the icehouses and gutters cleaned; also made repairs on Hill near Wilmington line. Graveled Andover Street from River Street to High Street. Small improvements were made on Marland, Center, Oak,


25


Tewksbury and Chester Streets. Put in 10-inch corrugated pipe on Oak Street, 32 feet across road. Clark Road and Dascomb Road were scraped and cleaned up, as well as Osgood Street to residence of Mr. Way; Lovejoy Road to residence of Joseph Lovejoy. There were two catchbasins built at corner of Church Street and Andover Street, to relieve the water passing across Andover Street; these were both connected to a drain which ran along the street to the catchbasin belonging to the Boston and Maine Railroad. Permission was granted us to enter this, which saved us piping clear to the river. This relieved the greater part of the trouble at this corner.




Need help finding more records? Try our genealogical records directory which has more than 1 million sources to help you more easily locate the available records.