Town annual report of Andover 1904, Part 7

Author: Andover (Mass.)
Publication date: 1904
Publisher: The Town
Number of Pages: 174


USA > Massachusetts > Essex County > Andover > Town annual report of Andover 1904 > Part 7


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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104 41


Boston & Maine R. R. Co., freight,


147 99


Frank Maccocia, labor,. 100 38


John E. Smith, salary,


30 11


Geo. E. Hussey, salary,


96 00


John Schofield, labor,


84 75


Lotta Celestino, labor,


96 16


Rensselaer Manfg. Co., valves and hydrants, 91 45


Franc Ronca, labor,


86 87


North Andover Water Works, pipe,


81 20


Rosetti Vingenzo, labor,


77 68


John Reiley, labor, 56 20


Andrew Hurley, labor,


58 69


Wm. Harnady, teamster,


55 85


Builders' Iron Foundry, specials,


44 07


Lawrence Brun, labor,


39 63


W. F. Rutter & Co., specials,


38 59


Joseph Brun, labor,


35 66


James Minihen, labor,


25 28


Joseph Bourdelais, blasting logs,


10 00


$14472 38


Amount carried forward, $2500 84


17


Amount brought forward,


$2500 84


B. F. Holt, repairs on harness, 10 00


Smith and Manning, dynamite, 8 96


Harold L. Bond & Co., jute packing,


8 12


A. P. Richardson, teaming, Geo. W. Davidson, labor,


7 38


Dr. J. P. Torrey, attendance,


7 00


Use of Teams, 25 00


D. Michilini, procuring laborers, 4 48


Lawrence Gas Co., coke,


6 25


Morrison & O'Connell, steel,


2 16


Dr. C. H. Shattuck, prescriptions,


1 70


The Sumner & Goodwin Co., valve boxes,


10 41


Hecla Powder Co., fuzes,


1 69


Henry McLawlin, pail,


35


T. A. Holt & Co., oatmeal,


20


$2603 04


Credit to Pipe Distribution


Smith & Dove Manfg. Co., pipe and laying, $397 83


Estate of S. B. Locke, pipe and laying, 102 40


L. N. Farnum, pipe,


100 35


W. F. Rutter & Co., pipe,


82 18


North Andover Water Works, pipe and specials, 71 39


Ballard Vale Mills, rock excavation,


28 71


Various parties, dynamite,


12 18


Builders' Iron Foundry, rebate,


4 05


$799 09


Service Pipe


The Sumner & Goodwin Co., pipe and fittings,


$394 95


John E. Smith, salary,


168 00


Amount carried forward, $562 95


8 50


18


Amount brought forward,


$562 95


Geo. E. Hussey, salary,


129 18


Neptune Meter Co., meters,


210 40


John Guthrie, foreman,


108 77


John Schofield, labor,


1


92 38


Wm. Harnady, teamster,


76 14


Chadwick Boston Lead Co., lead pipe,


65 44


Lotta Celestino, labor,


53 09


Geo. Guthrie, foreman,


52 01


Use of teams,


50 00


The Geo. E. Gilchrist Co., pipe and fittings, 44 36


The National Meter Co., meters,


42 00


Frank Maccocia, labor,


35 95


Andrew Hurley, labor.


29 93


Franc Ronca, labor,


26 86


Hardy & Cole, meter boxes,


26 00


W. F. Rutter, pipe fittings,


23 04


Boston & Maine R. R. Co., freight,


8 65


Lead Lined Iron Pipe Co., fittings,


6 24


Rossetti Vingenzo, labor,


18 28


E. C. Pike, fittings,


14 40


John Reiley, labor,


6 03


Harold L. Bond & Co., steel,


5 60


American Express Co.,


3 15


James Minihen, labor,


3 50


Tuttle's Express,


2 70


Richards & Co., solder,


1 95


Wm. Lawson, use of service pipe,


1 50


Walworth Manfg. Co., fittings,


1 00


Morrison & O'Connell, rod and wrench,


75


E. M. & W. A. Allen, acid,


10


$1702 35


19


Credit to Service Pipe.


Various parties,13 service pipes and


meters, $1667 45


Chadwick Boston Lead Co., reels re-


turned, 11 61


$1679 06


Construction Expenses


John E. Smith, salary,


$150 00


Geo. I. Rhodes, draughtsman,


148 22


Fred A. Andrews, rodman,


. 24 58


Frost & Adams, paper,


8 63


Treat Hardware & Supply Co., steel tape,


6 50


Geo. A. Higging, drawing ink and pencils,


1 40


Henry McLawlin, chalk,


55


Eyelet Tool Co., tape rivets,


40


$340 28


Credit to Construction Expenses


Survey plans and clerical work on street


lines, $205 69


$205 69


Tools


Geo. Saunders, lanterns,


$8 00


Treat Hardware & Supply Co., small tools, 7 16


John H. Leonard, hydrant wrench, 5 00


Smith & Manning, lanterns,


5 00


W. F. Rutter & Co., dies,


2 90


A. A. Hunt, pipe wrenches,


2 50


$30 56


20


Water and Land Damages


Hardy Bros., right of way,


$100 00


A. R. Sanborn, copies of deeds, 1 05


$101 05


Office Fixtures


Lawrence Gas Co., gas heater, $5 10


$5 10


Telephone


.


Geo. E. Pedler, $2 65


$2 65


Summary of Approved Bills


Maintenance,


$7689 19


Pipe Distribution,


2578 04


Service Pipe,


1652 35


Construction Expenses,


340 28


Water and Land Damages,


101 05


Tools,


30 56


Office Fixtures,


5 10


Telephone,


2 65


$12399 22


Cost of Construction


Office Fixtures,


549 00


Reservoir,


11074 59


Buildings at Pumping Station,


9433 69


Coal Shed,


806 97


Pipe Distribution,


157119 36


Service Pipe,


13779 00


Construction Expenses,


7450 16


Amount carried forward, $200212 77


21


Amount brought forward,


$200212 77


Suction Pipe,


1309 46


Grading Land,


1739 12


Pumping Plant,


26883 37


Tools,


1912 30


Teams,


693 65


Work Shop,


1271 88


Water and Land Damages,


4294 74


Telephone,


124 62


Telemeter,


696 75


$239138 66


22


SEWER DEPARTMENT


House Connections


Portland Stoneware Co., vitrified pipe, $172 50


John Guthrie, foreman, 91 99


The Sumner & Goodwin Co., soil pipe, 69 65


John E. Smith, salary, 18 00


Geo. E. Hussey, salary, 60 00


Harold L. Bond & Co., dynamite,


11 50


Smith & Manning, cheese cloth,


11 30


Wm. Harnady, teamster,


50 72


Boston & Maine R. R. Co., freight, 17 58


John Schofield, labor,


41 76


Lotta Celestino, labor,


52 92


Lawrence Brun, labor,


12 73


Joseph Brun, labor,


11 82


Frank Maccocia, labor,


21 56


Franc Ronca, labor,


22 34


Rosetti Vingenzo, labor,


23 53


John Reiley, labor,


12 93


James Minihen, labor,


10 60


Thos. Hoey Manfg. Co., soil pipe,


28 00


H. W. Cunningham, repairing concrete,


21 00


Water Department, use of teams.


25 00


Andrew Hurley, labor,


6 28


John Marooney, labor,


6 03


John Madden, labor,


4 47


F. G. Haynes & Co., nails,


3 50


Geo. W. Davidson, labor,


2 33


E. C. Pike, fittings,


92


Geo. Saunders, fittings,


85


Henry McLawlin, line,


25


$812 06


23


Pump Houses and Pumps


John E. Smith, salary,


$124 00


Geo. I. Rhodes, draughtsman,


24 00


Geo. Guthrie, 12 25


W. F. Rutter & Co., foot valve,


16 12


Water Department, use of teams,


5 00


Fred Byrom, brass castings,


3 43


John Reiley, labor,


3 50


Wm. Harnady, teamster,


3 58


John Schofield, labor,


2 73


Franc Ronca, labor,


2 73


John Guthrie, foreman,


2 00


Morrison & O'Connell, iron,


1 45


Frank Maccocia, labor,


84


Smith & Dove Manfg. Co., iron castings,


60


$202 23


Screen Chamber


John Guthrie, foreman,


$2 00


John Schofield, labor,


6 67


Frank Maccocia, labor,


5 87


Wm. Harnady, teamster,


1 17


$15 71


Common Sewers


Portland Stoneware Co., vitrified pipe, $185 17


Boston & Maine R. R., freight, 15 00


L. N. Farnum, cement, 10 00


$210 17


Engineering


John E. Smith, salary, $30 00


Geo. I. Rhodes, draughtsman,


14 00


$44 00


24


Tools


Treat Hardware & Supply Co., small tools,


฿30 36


John Guthrie,


2 00


Morrison & O'Connell, steel,


75


$33 11


Land Damages


Smith & Manning, right of way,


$44 00


$44 00


Summary of Approved Bills


Maintenance,


$785 33


Common Sewers,


210 17


House Connections,


812 06


Pump Houses and Pumps,


202 23


Engineering,


44 00


Tools,


33 11


Screen Chamber,


15 71


Land Damages,


44 00


$2146 61


25


SUPERINTENDENT'S REPORT


To the Board of Public Works :


During 1903, 2556.8 feet of six inch pipe was laid and five six-inch valves and three hydrants set, as follows :


Estate of S. B. Locke, 299 feet of six-inch pipe, 1 valve.


Avon street to Chestnut, 397 feet of six-inch pipe, 2 valves.


Pine street from Summer, 1584 feet of six-inch pipe, 1 valve, 2 hydrants.


Smith & Dove Manfg. Co., 276.8 feet of six-inch pipe, 1 valve, 1 hydrant.


Total length of main pipe in service, 30.174 miles.


Total number of public hydrants, 219.


Twenty-four applications for service was received and 24 services laid.


Total number of applications to date, 984.


Total number of services in use, 958.


The following list shows number, size, and style of service pipes in use.


Laid during 1903.


Kind,


Cement Lined.


Lead Lined.


Tarred.


Lead.


Cast- Iron.


Total.


Sizes


1,1,1} & 2 In.


2 & 21 Inches.


៛ & 1 Inch.


4 Inch.


No. of Services, Owned by Town, Owned by Individ.


3.1, 1} & 2 ]n. 22 484.8 1093.8


2 20.7 1214.0


24 505.5 2307.8


Total for 1903,


1578.6


1234.7


2813.8


Previously : Reported,


No. of Services, Length in feet,


642 47582.3


274 18611.4


9 1530.9


6 817.0


3 738 2


934 69279.8


Total Jan. 1904,


No. of Services, Length in feet,


642 47582.8


296 20190.0


19 2765.6


6 817.0


3 738.2


958 72093.1


Twenty-four meters were set during the year and 3 dis- continued.


Total number of meters in use, 722.


MONTHLY RECORD OF PUMPING SERVICE, 1903


Month.


Days.


Time.


Lift, including


friction and


suction.


Pumping.


Banking Starting, Etc.


Total.


Gallons pumped.


By coal used pumping.


By total coal used.


gallons.


January


24


148 20


300


28,500


12,800


41,300


10,984,928


95,604,632


65,998,450


354,352


February


22


138 35


300


24.900


11,900


36,800


10,009,965


100,500,166


68,002,477


357,605


March


21


146 25


300


26,100


12.400


38,500


10,876,853


104,184,415


70,628,916


350,866


April


21


143 00


300


25,500


10,500


36,000


10,969,757


107,547,814


76,179,700


365,658


May


24


167 13


300


29,150


10,800


39,950


12,274,823


105,272,921


76,813,661


395,965


June


22


156 31


300


27,630


10,100


37,730


11,788,900


104,857,944


76,258,216


392,963


July


28


149 47


300


26,410


11,500


37,910


11,665,973


110.431,400


76,932,026


376,322


August


26


152 28


300


24,913


11,700


36,613


11,799,417


118,406,224


80,568,495


380,626


September


28


160


25


300


25,445


11,600


37,045


12,336,946


121,211,888


83,256,485


411,231


October


27


134 53


300


22,470


11,600


34,070


10,449,324


116,258,167


76,675,403


337,075


November


23


127 23


300


25,122


10,830


35,952


9,797,680


97,500,995


68,130,285


326,587


December


26


131 18


300


24,725


11,900


36,625


10,133,955


106,511,173


69,173,752


326,902


Totals


292


1756 18


300


310,865


137,630


448,495


133,085,521


107,025,176


74,184,509


364,618


consumption.


H M


ft.


LBS. COAL USED.


DUTY Ft. lbs. with 100 lbs. Coal.


Average


daily


27


The raising of the bridge on Stevens street necessitated a change of the six-inch pipe at that point. It was taken off the bridge floor and relaid on the outside girder on the north side of the bridge.


A systematic examination of the main pipes has been made. A number of hidden leaks were discovered and re- paired, materially decreasing the consumption of water. Complaints of lack of pressure have been numerous. Every complaint has been investigated. In many cases the trouble has been in the interior pipes and fixtures. Where there has been stoppage in the service pipe, the pipe has been cleaned or a new service put in.


The sills and floor of the coal shed have rotted away and the dumping platform is in a dangerous condition. Tem- porary repairs at least will be required before any large amount of coal can be put in.


Sewers


There was no call for common sewers during 1903.


Twenty-three applications for house connections were re- ceived and 23 connections laid.


Length of connections laid during 1903, 1204 feet.


Total length of house connections in service, 25163 feet.


Total number of applications received, 408.


Total number of connections in service, 390.


The operation of the sewer system has caused very little trouble. Complaints were received early in the year of noise occasioned by the motor pumps on the low level systems. This trouble has been remedied.


The removal of sludge from the settling tank at the filtra- tion area becomes necessary at such short intervals as to fully tax the capacity of the sludge during continued wet weather. The filter beds are ample in area for a long time to come, but the discharging of sludge on them would seriously diminish their capacity and increase the cost of


28


their maintenance. I therefore recommend that the ques- tion of constructing an additional sludge bed receive your consideration.


Respectfully submitted,


JOHN E. SMITH.


ANDOVER, MASS., Feb. 2nd, 1904.





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