Town annual report of Weymouth 1888, Part 8

Author: Weymouth (Mass.)
Publication date: 1888
Publisher: The Town
Number of Pages: 266


USA > Massachusetts > Norfolk County > Weymouth > Town annual report of Weymouth 1888 > Part 8


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For construction account


6,000 00


For new pump and boiler at pumping station .


8,000 00


Respectfully submitted,


AUGUSTUS J. RICHARDS,


HENRY A. NASH,


THOMAS H. HUMPHREY,


JOHN H. STETSON,


GEORGE A. CUSHING,


Water Commissioners.


WATER WORKS.


TREASURER'S REPORT.


RECEIPTS.


Received of town, for use of street hydrants . . · $7,500 00.


For water rents


16,852 44


From individuals, on construction account


2,668 93.


For town bonds sold


54,000 00


For premium on town bonds


570 00.


For accrued interest on town bonds . 394 64


For interest, deposit First National Bank


100 91


Total receipts


$82,086 92


Cash in treasury, Jan. 1, 1888


1,656 76.


$83,743 68


DISBURSEMENTS.


Paid on 117 orders, drawn by Water Commissioners, $67,933 82


Coupons on water bonds 12,840 00


Total payments


·


$80,773 82


Deposit in First National Bank


$2,729 86


National Bank of Republic,


Boston 240 00


Cash in treasury


2,969 86


$83,743 68.


STATEMENT.


Cash in treasury


$2,969 86


Due for water rents .


1,181 46


Due on construction account


.


257 88


.


$4,409 20


11


150


Water Commissioners' orders, unpaid


$293 26


Coupons on bonds, unpaid 240 00


$533 26


Total cash assets, Dec. 31, 1888 . ·


$4,115 94


TRIAL BALANCE, DEC. 31, 1888.


Town of Weymouth, bonds


DR. CR. $344,000 00


Accrued interest on bonds


3,628 53


Premium account ·


13,704 00


Town of Weymouth, appropriation .


11,400 00


Interest and discounts


2,977 51


Water rents .


65,957 88


Construction account


$361,531 43


Pumping station account


5,853 74


Tool and supply account .


1,529 88


Maintenance of works


1,944 34


Superintendent


4,122 40


Office expenses


2,231 13


Expenses


3,470 89


Water Commissioners


874 25


Interest on bonds


45,140 00


Sinking Fund ·


12,000 00


Deposit in National Bank of Repub-


lic, to pay coupons


240 00


Cash on hand


2,729 86


$441,667 92 $441,667 92


Respectfully submitted,


J. H. STETSON, Tre asurer. SOUTH WEYMOUTH, Dec. 31, 1888.


151


SINKING FUND.


TREASURER'S REPORT.


Received from Water Commissioners


$12,000 00


Interest on $9,000 town bonds . .


180 (0


Total . . $12,180 00


Paid for $12,000 Town of Weymouth bonds . $12,000 00


Deposited in Franklin Savings Bank, Boston 180 00


Total


.


· $12,180 00


J. H. STETSON, Treasurer of Sinking Fund.


SOUTH WEYMOUTH, Dec. 31, 1888.


STATEMENT OF SINKING FUND.


Invested in 12 Town of Weymouth Bonds ·


$12,000 00


Deposited in Franklin Savings Bank, Boston 180 00 .


Total sinking fund


$12,180 00


WATER COMMISSIONERS' REPORT OF EXPENDITURES


ON ACCOUNT OF WATER WORKS TO JAN. 1, 1889.


CONSTRUCTION.


To balance as per statement Jan. 1, 1888 $323,907 04


Paid R. M. Morse, Jr., professional services mill


suits 2,500 00


Asa French, for professional services land dam- age suits 300 00


J. Cavanaugh, for cast-iron pipe and carting 85 20


Otis Cushing, conveying counsel and jury . 15 00


Otis Cushing, expressage on pipe


1 95


Walworth Manufacturing Co., pipe and fixtures .


670 43


Boston Lead Manufacturing Co., lead .


193 84


Chadwick Lead Company, lead


435 38.


James Humphrey, professional services .


75 50


James Humphrey, for witness fees and expenses, in case S. Boston Ice Co. .


50 60.


L. W. Tuck, repairing drain, 1886 10 00


J. H. Burdakin, copy of deeds, plans, etc. .


4 25


Chapman Valve Co., hydrants, gates, etc.


1,291 76.


National Tube Works Co., wrought-iron pipe


263 94


Sumner & Goodwin, fixtures


214 97


8,736 67


McNeal Pipe and Foundry Co., pipe and specials McNeal Pipe and Foundry Co., freight on same Dodge, Haley & Co., material .


558 84


3 60


George H. Sampson, forcite, etc.


501 60.


Thomas Hall, material .


26 75


M. K. Crehan, material .


1 10.


Cochnower Perrin. material 15 70 · . Bradley Fertilizer Company, cast-iron pipe 118 82


153


Paid Braintree Water Commissioners, cast-iron pipe . $142 07


J. F. & W. H. Cushing, carting pipe 115 76


Ebenezer Northy, 3 acres land at pumping sta- tion 250 00 .


.J. H. Burdakin, recording deed .


90


F. D. Mayo, drilling ·


.


469 56


Builders' Foundry Co., castings 37 20 .


A. H. Chesterton & Co., material 36 61


M. M. Tidd, C. E., services in land damage suits, 58 32 Cook & Coughlan, professional services and expenses . 394 00


Gilchrist & Gorham, material . 91


Coffin Valve Company, valve


5 50


Peter F. Hagerty, labor


3 59


Cash paid for labor, laying pipe and services, per vouchers in hands of superintendent 9,300 95


E. C. Bumpus, attorney, as follows, viz. : - Verdict, $3,884.10, interest, $278.82, in case Reed v. Town . 4,162 92


Verdict, $3,531.00, interest, $253.56, in case Sherman v. Town 3,784 50


Verdict, $2,707.10, interest, $194.35, in case Loud et al. v. Town . 2,901 45


$362,274 32


CR.


By J. H. Stetson, Treasurer, for cash received from sundry persons, for labor and material . $2,423 55


Cash refund, for stenographic re-


port of land damage hearing by the following, viz. : -


Isaac N. Hollis 19 46


Charles H. Clapp .


20 19


Thomas J. Nash . . 27 90


Nathanel R. Ells . . 9 18


Quincy L. Reed


21 07


154


George Loud


$1 91


Clinton Nash


9 03


Clarence W. Fearing


3 67


Francis H. Fearing


3 67


County Commissioners .


129 30


$2,668 93


$359,605 39


LAND DAMAGE.


To balance per statement Jan. 1, 1888 .


$363 00


Cash paid Isaac N. Hollis


265 00


Charles H. Clapp .


.


275 00


Thomas J. Nash


380 00


Nathaniel R. Ells .


125 00


Quincy L. Reed .


287 00


George Loud


26 00


Quincy Loud estate


5 00


Clinton Nash


123 00


C. W. Fearing


50 00


F. H. Fearing


50 00


$1,949 00


EXPENSE ACCOUNT.


To balance per statement Jan. 1, 1888 . $2,816 63:


Cash paid New England Telephone Company 576 95.


Joseph Loud, hay, grain, etc.


157 11


A. O. Crawford, for collecting


14 00


A. O. Crawford, for printing


4 25


Otis Cushing, conveying voters, 1887


9 00


H. L. Thayer, conveying voters, 1887


2 50


For stamps and postage, Treasurer


3 75


James Humphrey, professional services .


19 00


For box for Sinking Fund securities .


2 00


W. H. Burton, janitor services, for Collector . 2 00


Adams & Ingraham, for books


7 50


Thorpe Adams Co., for books


6 50


$3,621 19


155


OFFICE EXPENSES.


To balance per statement Jan. 1, 1888 $1,592 30


Cash paid Susie L. Haskins, clerk . 312 00


B. F. Shaw & Son, rent 200 00


S. W. Pratt, labor and material, 1886 27 38:


Winkley, Dresser & Co., stationery .


1 20


Joseph Loud & Co., coal


6 75


Paid for sundry supplies, per vouchers in hands of . superintendent . 81 50


$2,231 13


PUMPING STATION.


To balance per statement, Jan. 1, 1888 .


$4,085 34


Cash paid Geo. W. Sargent, engineer 780 00


Leonard & Ellis, oil, etc. .


84 25


Blake Manuf. Co., repairs . .


88 31


Gay & Parker Co., coal


560 63.


O. C. R. R. Co., freight on same . .


149 98


O. C. R. R. Co., freight on same .


41 21


Joseph Dyer, incidentals


3 06


For sundry supplies, per vouchers in hand of superintendent


125 96


$5,918 74


TOOL AND SUPPLY ACCOUNT.


To balance per statement Jan. 1, 1888


$1,508 79


Cash paid Dodge, Haley & Co., for steel . 6 43


Lockport and Boston Block Co.


7 47


Cochnower, Perrin & Co., tools


19


$1,529 88


MAINTENANCE OF WORKS.


To balance per statement Jan. 1, 1888 · $868 58


Cash paid for labor and material, per vouchers in hands of Superintendent . 1,075 76


$1,944 34


156


WATER COMMISSIONERS.


To balance per statement Jan. 1, 1888 .


·


$665 76


Cash paid services and expenses for the year 263 49


$929 25


SUPERINTENDENT.


To balance per statement Jan. 1, 1888 . $2,622 40


Cash paid Geo. J. Reis, services to date 1,500 00


$4,122' 40


SINKING FUND.


To cash paid Trustees Sinking Fund .


$12,000 00


INTEREST ON BONDS.


To balance per statement Jan 1, 1888 . $32,600 00


Cash paid during the year 12,780 00


$45,380 00


TOWN OF WEYMOUTH (BONDS).


By balance per statement Jan. 1, 1888 . $290,000 00


J. H. Stetson, Treas., 54 bonds, $1,000 each 54,000 00


$344,000 00


TOWN OF WEYMOUTH (APPROPRIATION ) .


By balance per statement Jan. 1, 1888 . $11,400 00


PREMIUM ACCOUNT.


By balance per statement Jan. 1. 1888 $13,134 00


Cash received during the year . 570 00


$13,704 00


INTEREST ACCRUED.


By balance per statement Jan. 1, 1888 $3,233 89


Cash received during the year . 394 64


$3,628 53


157


INTEREST AND DISCOUNT.


By balance per statement Jan. 1, 1888 ·


$2,959 08


Cash received during the year . ·


.


100 91


DR.


To cash paid on land damage awards 82 48


$2,977 51


WATER RENTS.


By balance per statement Jan. 1, 1888 .


.


· $41,605 44


Cash from town for hydrants .


.


.


·


7,500 00


Cash from all other sources .


.


.


16,852 44


$65,957 88


JOHN H. STETSON, Treasurer.


To balance per statement Jan. 1, 1888 $1,302 57


Cash for 20 bonds, $1,000 each


·


20,000 00


accrued interest on same 201 10


for 12 bonds (to Trustees Sinking Fund) . 12,000 00


for 10 bonds $1,000 each .


10,000 00


for premium on same, 12%


150 00


for accrued interest on same


118 88


for 12 bonds $1,000 each .


12,000 00


for premium on same 33%


420 00


for accrued interest on same


74 66


appropriation for hydrants


7,500 00


received for water rents


16,852 44


received for interest on deposits 100 91


· refunded by the county, and land owners for stenographic report of hearing before County Commissioners


245 38


received for material and labor . 2,423 55


$~3,389 49


$3,059 99


158


CR.


By cash paid on 121 orders drawn by the Water Com- missioners


$80,952 89


Balance


$2,436. 60


TRIAL BALANCE JAN. 1, 1889.


DR.


Town of Weymouth (bonds)


Town of Weymouth (appropriation)


Trustees of Sinking Fund


$12,000 00


Premium account


13,704 00.


Interest and discount


2,977 51.


Interest on bonds


.


45,380 00


Interest accrued .


.


3,628 53


Water Commissioners .


929 25


Superintendent of works


4,122 40


Office expenses ·


2,231 13


Tool and supply account


1,529 88


Maintenance of works .


1,944 34


Expense account .


3,621 19


Pumping station


5,918 74


Land damage


1,949 00


Water rents


65,957 88


Construction account .


359,605 39 .


John H. Stetson, Treasurer (cash)


2,436 60


1


.


.


$441,667 92 $441,667 92:


CR. $344,000 00 11,400 00


159


STATEMENT


SHOWING THE COST OF WORKS, AMOUNT OF INTEREST PAID ON BONDS, AND THE SOURCES FROM WHICH THE MONEY FOR THE SAME WAS OBTAINED ; ALSO WATER RENTS RECEIVEI) AND EXPENSES CHARGEABLE TO SAME.


COST OF WORKS TO DATE,


Including material on hand but not including $11,400 interest paid on bonds, during the construction.


Construction account, per statement


. $359,605 39


Land damage, per statement .


1,949 00 ·


Cost to date .


. $361,554 39


Cash for payment of same was received from sale of


344 bonds, $1,000 each . $344,000 00


Premium on same . .


13,704 00


Interest and discount received . 2,977 51


Borrowed from water rent


872 88


$361,554 39


INTEREST ON BONDS.


Amount paid to date per statement


$45,380 00


Cash for the payment of same was received :


Town appropriations


$11,400 00


Interest accrued


·


3,628 53


From water rents


30,351 47


$45,380 00


RECEIPTS FROM WATER RENTS.


Balance per statement, Jan. 1, 1888 . . $41,605 44


Received from town for hydrants .


7,500 00


Received from all other sources


16,852 44 . Total receipts to date . .


· $65,957 88


160


Accounts chargeable to water rents as follows :


Interest on bonds $30,351 47


Pumping station 5,918 74


Expense account 3,621 19


Superintendent . 4,122 40


Office expenses .


2,231 13


Tool and supply account


1,529 88


Water Commissioners


929 25


Maintenance of works


1,944 34


Sinking fund account .


12,000 00


$62.648 40


Surplus revenue .


$3,309 48


Amount due from construction account, $872 88


John H. Stetson, Treasurer, cash on hand, 2,436 60


$3,309 48


ASSETS. - BONDS, MATERIAL, ETC., ON HAND.


Six bonds, $1,000 each, issue 1887 . $6,000 00


Bills due and unpaid for water rent . 1,234 81


Bills due and unpaid for labor and material


257 88


Main pipe and special castings


6,972 91


Service pipe and fixtures


1,904 00


Tools and supplies .


1,241 65


Coal, tools, etc., at pumping station


1,050 26


Office furniture, safe, stationery, etc.


505 64


Work shop


750 00


Shed at pumping station .


125 00


John H. Stetson, Treasurer, cash on hand


2,436 60


$22,478 75


LIABILITIES.


Amount due on land damage claims $215 00 Amount due on mill damage claims unknown.


REPORT OF THE TRUSTEES OF SINKING FUND.


The Trustees of the Sinking Fund submit herein their statement and report.


SINKING FUND. - CASH ACCOUNT.


DR.


To cash received from Water Commissioners . · $12,000 00


Cash received from Treasurer, interest on bonds, 180 00


CR.


$12,180 00


By cash paid for twelve Weymouth water bonds $12,000 00


Cash deposited in Franklin Savings Bank 180 00


$12,180 00


SINKING FUND INVESTMENTS.


Twelve Town of Weymouth Water Bonds, $1,000 $12,000 00


Deposit in Franklin Savings Bank, Boston 180 00


$12,180 00


Respectfully submitted,


AUGUSTUS J. RICHARDS, HENRY A. NASH,


THOS. H. HUMPHREY,


JOHN H. STETSON, GEO. A. CUSHING.


Trustees of the Sinking Fund.


SUPERINTENDENT'S REPORT.


To the Board of Water Commissioners of the Town of Weymouth :


GENTLEMEN, - The following report of the past year is respect- fully presented. .


The past year, like the two previous ones, has been a year of enlargement of our system, both in mains and services.


We have laid 11,114.5 feet of mains and 3,032 feet of service pipes.


The extention from Liberty Square or Nash's Corner down Main Street to end of pipe formerly laid in Washington Street at Weymouth Landing is what we have been in need of, and think we can make our system more satisfactory to those people living in the southerly part of Ward 3. As our connections are such that, in case the gravity does not give them sufficient water during the season of greatest consumption, we can take such parts as we may deem necessary into the high service.


This gives us two gravity lines from the point where the four- teen-inch line crosses Main Street, and also an additional high service connection with our gravity, either by way of Main Street or by the fourteen-inch main, which I think will be of great advan- tage to the system, and especially in case of accident in our four- teen-inch gravity main between Main Street and Shaw's Corner.


MAINS.


We have had but four leaks in our mains. Two of these were in joints, one a cracked pipe and the other in a hydrant branch, which was caused by the settling of the ground around the hydrant. Cost of repairing the leaks, $27.50


We have taken up six hundred feet of two-inch pipe on Main Street and replaced it with six-inch.


HYDRANTS.


The hydrants have all been carefully examined and found to be in good working order, with the exception of a few in Ward 3,


163


which we found necessary to plug the drips in order to prevent the water from rising in the hydrant nearly to the surface and freez- ing. This is due to the extremely wet season.


Two hydrants have been moved owing to the widening of the street, and two broken by runaway horses .. ..


PUMPING STATION.


The pumps have performed their duty well the past year, but this seems to me to be our weakest point at present, as we are wholly dependent upon one pump and one boiler. I think this is a matter that should be remedied soon, either by an additional pump and boiler or some other means of forcing water into our stand-pipe.


STAND-PIPE.


Last winter, during the extreme cold weather, the ice forming in the stand-pipe tore the centre supply pipe apart in several places. Early in the spring the water was drawn out and the centre pipe all taken down, as it has proved to be impracticable on account of ice ; at the same time the sides and bottom were thoroughly cleaned.


SERVICE PIPES.


We have had ten leaks in our service pipes the past year, and twenty-nine frozen ones, which were thawed and repaired at an expense of $140.40.


One hundred and thirty-two new service pipes have been laid this year, as follows : -


Iron, 98 2-inch .


1,903.8 feet


66 21 1-inch


734.2


66 1 13-inch


9 66


66 1 2-inch .


19


66


66 1 4-inch .


10 66


Lead, 10 2-inch


356 66


-


Total - .


· 3,032 feet


Fourteen hundred and fifty service pipes have been laid to date ; of these there are eighteen that the water has not been let on.


Number feet of each size laid as follows :


164


1,273 &-inch diameter . 30,637.3 feet. 152 1-inch 66 ·


4,359.7 66


13 12-inch .


429.5 66


10 2-inch


212.5


66


2 4-inch


28


Total length of service pipes . 35,667


feet.


Number miles of service pipes . 6,753


One hundred and forty-four water takers have been added this year, making total number to date fifteen hundred and thirty-one ; of these nineteen have been discontinued.


SCHEDULE OF WATER TAKERS.


Dwellings .


1,257


Laundries


4


Families


1,511


Paint shop .


1


Boarding-houses


10


Blacksmith shops .


3


Restaurants


2


Barber shops ·


7


Saloons


3


Ice houses .


2


Stores .


36


Cemeteries


6


Offices .


5


Slaughter house . .


1


Banks


3


Manufactories ·


32


Depots


4


Private stables . 102


Engine houses


4


Livery and express sta-


Green-houses


2


bles 11


Schools


15


Truck stables


5


Churches


9


Lawn hydrants .


85


Halls


7


Street watering stand-


Public Library


1


pipes 2


Park .


1


Meters


3


Club rooms


2


Motors .


.


3


Photograph rooms


2


Public fountains . ·


9


Markets


5


Hydrants .


308


Bakeries .


.


2


,


NUMBER OF FIXTURES.


Faucets


1,941


Water closets


79


Hand hose


743


Urinals


11


Bath tubs


·


55


·


.


·


.


.


·


·


.


165


PIPES, GATES AND HYDRANTS LAID IN 1888.


Length in Feet Laid.


Gates Set.


Street.


Location.


8""


6"


2"


13"


14""


8" 6" 4" 2"


11"


Air Cock.


Charles .


340.5


-


-


-


-


-


-


-


-


-


From end of pipe to Lake St.


Commercial . .


-


216.


-


-


-


1


-


1


1


-


From Broad St. to Gres- ley's Fish Market.


Cowing Ave ..


60.


From end of pipe to Putnam St.


Fort Point Lake ..


43


From end of Charles, across Lake.


Lovell


182.


From end of pipe to P. W.


Main


5257.


1510.


17.5


-


1


1


6


1


From Nash's Corner to Washington St.


Private Way.


Off Charles St. Off Commercial St.


Private Way.


Off Lovell St.


Private Way. Richmond ....


168.


From end of pipe to Webb St.


Union ..


216. 417.


From end of pipe, south. From end of pipe to Main St.


Webb


-


1205.


From Richmond St. to D. J. Pierce's house.


5357. 4141.5 367.5 216. 1032.5 5


1


7 5 21


3


1


11,114.5 feet.


Number miles pipe laid


2.105


Number gates set


. 19


Number hydrants set .


·


·


5


Number air cocks


.


.


.


1


1


1


1


Private Way.


350.


264.


1


1


1


1


1


11


112


-


1


-


-


-


I


1


1


1


1


1


1


-


1


-


-


1


1


1


1


1


1 111 1 1 1


1 1 1


1


Washington ..


100.


1


-


-


2


-


-


12


Hydrants.


Automatic


-


1


From 2/ pipe, west.


255.5


1


1


243.


270.


Off Shawmut St.


SCHEDULE OF PIPES AND FIXTURES LAID TO DEC. 31, 1888.


LENGTH AND SIZE OF CAST AND WROUGHT IRON PIPE LAID.


GATES SET.


STREETS.


20 in.


18 in.


14 in.


12 in.


10 in.


8 in.


6 in.


4 in.


2 in. 2


1} in.


1 in.


20 in.


18 in.


14 in.


12 in.


10 in.


8 in.


6 in.


4 in.


2 in.


1} in.


Air Valves. Hydrants.


Adams Place.


-


-


-


-


-


661.


137. 1,105.6


Co


3


1


12


Bridge ..


10,670.5


1,301.6


607.


231.


350.


3


1


2


Cain Ave ...


912.1


216.


427.


Cedar ..


1,482.2


367.


239.6


2


-


1


1


-


-


-


488.


396.


Columbian ..


10,000.3


6,981.7


3,696.2


216.


10


12


6


1


1


39


Common ...


Congress.


459.6


-


1


1


1


1


Curtis ..


525.5


104.


-


-


473.


4


1


5


East


2


1


-


.


-


1


1


1


Essex ..


-


211. 437.


1


-


1


1


-


-


Ford's "


513. 1,279.


255.5


Fort Point.


Franklin . .


1,998.


715.5 3,960.2 415. 1,578.


485. 126.


201.


5


1


1


4


-


-


3


Grant ..


-


1


1,496.5


4,372.7


-


-


-


-


1


1


2


1


Bryant's Ave ..


Carroll's P. W ..


1,568.


-


-


-


209.


1


2


Central ..


Chard .


Charles .


Church.


1,508.


496.


Cleverly Court


1,589.


Commercial


600.8


-


1


2


1


-


1


Cottage ..


599.


Drew's Ave.


5,065.4 898. 185.


743.


1


Elm ..


1


1


Elliot ..


- 1,131.


-


1


1


1


1


-


11


Front ...


1


-


1


Granite ..


.


-


-


1


1


1


1


1


1


1


-


Athens . .


1


-


1


Bates Ave.


1


-


.


1


1


Broad St. Pl.


1


-


3


1


1


Clapp's P. W


1


1


2


691.7


2


2


-


1


Cowing Ave ..


1,906.


-


1


684.6


466.


1


-


1


26


Broad ..


2


3


166


-


-


2


Field's Ave.


1


1


Grass Hill P1.


1,596.4


Grove ..


650.


589.7


1,060.


478. 530.


500.


2


1


2


3


1


1


1


King Ave ..


1


4


Lake ..


1


Lincoln .. .


.


-


Linden PI ..


I


- 3


Lovell ...


Madison


1,853.5


7,151.


17.5


1


12


1


11 1


19


Main ..


Main line from Pond to ( Pumping Station (


250.


2,092.5


-


-


-


-


-


-


1


1


1


-


12241


-


-


-


-


-


14,093.5


-


-


-


-


-


-


-


-


-


-


I


5


-


Middle ..


6,561.


3


Mill ..


1


2


Myrtle ..


3,125.


2,406.


Newton .


Norfolk.


4,424.5


1,633.5


325.


6


3


4 1 2


1


1


Norton.


Park Ave ..


Pearl.


. .


Phillips .


.


1,536.


1,309.3


7,175.5


741.5 10,018.5


-


2


00


11


1


-


-


Pine.


3


7


1


-


- 2


Prospect .


Putnam .


P. W., off Charles ...


350.


337.


528.


235.


Ford's Ave ...


Grove ..


Lovell.


-


-


1


-


-


.


2


1


I


1


Hill


Hollis.


901.


1,031.5


Hunt .


Keith. .


1,031.2 448.7 2,186.


135.


461.


284. 272.


Loud's Ave.


1


-


1,109.7 1,390.9 5,853.2


Main line from P. Sta-) tion to Washing- ton Sts ..


2,912.3


-


-


2,150.


496.


Moulton's Court.


-


-


1,002.


-


205.


1


North ..


2,700.


298.


4 2


1


4 3 1 29


10


Pond ..


1,551.


6,166.


510.


Pratt's Ave.


941.


163.6


360. 685.6


1


1


1


1


1


-


1


1


-


296.


264.


1


-


1


3


1


1


1


1


-


-


898.


-


1


1 3


65.


1221


9 1


1


15


-


4


21


167


1


1


121


Hawthorn


3


High .. .


Highland Pl.


Commercial ..


-


-


Common ..


Cowing Ave.


-


-


1,792.


Pleasant .


900.


-


1


1 1 1


2 1 1 2 10


Neck


554.4 924.7


2,670.


1


215.


-


-


2


777.2


1 1


2


6


4


421.


SCHEDULE OF PIPES AND FIXTURES LAID TO DEC. 31, 1888. - Concluded.


LENGTH AND SIZE OF CAST AND WROUGHT IRON PIPE LAID.


GATES SET.


STREETS.


20 in.


18 in.


14 in.


12 in.


10 in.


8 in.


6 in. 00


4 in.


2 in. 2


1} in.


1 in.


20 in.


18 in.


14 in.


12 in.


10 in.


8 in.


6 in.


4 in.


2 in.


1} in.


Air Valves.


Hydrants.


P. W., off Lake ...


495.


270.


-


420.


230.


264.


Reed's Ave.


606.2


435.4


799.


I


1


3


River .


3,881.


614.


Sea ..


Shaw


675.2


2


1


Shawmut


1,631.6


116.


150.


1


1


Sterling Ave ..


Sterling . . .


395.5


Stetson ..


855.5


4,208.3


Torrey's Ave ..


947.


'Torrey.


1,904.


Tremont ...


504.4


Union Ave ..


1,043.


Union ..


1,785.8


426.8


1,591.7


1


1


7


Vine ..


1,310.4


Walnut Ave ..


-


-


551.2


599.6


Washington.


1,679.8


2,298.


2,457.2


Water.


927.


Webb


1,655.


West ..


-


1,543.5


At Pumping Station.


25.


217.5


1


At Stand-pipe ....


140.


-


Hydrant Connections .. ..


-


3,962.1 252.8


162.5


-


-


250.


2,092.5


20,679.5


19,087.8


30,905.2


37,465.2 107,220.5


1,747.5


8,216 6 |12,423.3


1,029.


1


1


12


28


36


58


170


10


16


31


7


308


-


-


330.


1


Rice's Ave.


Richmond .


1,351.


6


1


3


School ...


1,466.7


-


4


4


Station Ave.


Station ...


754.2


240.


1


I


1


1


Nummer ..


1


1 1 4


1


-


1


.


3


1


3 3


1


1


Blow-off Connections .. . .


1


1


-


" Shawmut ..


" Tremont ..


-


-


1


Randolph ...


1


1


1


1


168


1


1


2


Washburn ..


14


91


-


-


1


I


-


-


169


DISTRIBUTION PIPES AND GATES LAID TO DEC. 31, 1888.


Size.


Cast-iron pipe.


Wrought-iron pipe.


Gates.


20 inches diameter.


250.


feet.


1


18


60


2,092.5


1


14


66


60


19,087.8


6


28


10


66


66


30,905.2 66


36


8


66


66


37,465.2


58


6


66


66


107,220.5


66


10


2


66


66


8,216.6 feet.


16


13


66


66


12,423.3


31


1


66


1.029. 66


219,448.2 feet.


21,668.9 feet.


363


241,117.1, total number of feet.


2 12-inch check valves.


45.666


66 miles.


1 14-inch check valve.


363 gates.


6 automatic air valves.


308 hydrants.


7 6-inch blow-offs.


8 4-inch


LOCATION OF HYDRANTS.


Pressure in lbs. Gravity. | Standpipe


Athens Street, opposite Pilgrim Church


47


95


Bridge Street, corner Neck


57


105


Bridge Street, corner Lovell


49


97


Bridge Street, corner North


47


95


Bridge Street, corner Athens .


49


97


Bridge Street, in front of Ford Brothers' house


48


96


Bridge Street, opposite Daniel Vining's house


49


97


Bridge Street, corner Sea


49


97


Bridge Street, opposite Newton


46


94


Bridge Street, opposite Pratt's Avenue


·


.


46


94


Bridge Street, in front of Fair View House


49


97


Bridge Street, opposite John Pitt's house


·


52


100


Bridge Street, in front of Samuel Graves's house


57


105


4


66


20,679.5


.


12


12


170


1,747.5


.


·


.


.


170


Pressure in lbs. Gravity. | Standpipe


Broad Street, opposite Wm. Heffernan's shop .


56


104


Broad Street, corner Pleasant .


48


96


Broad Street, opposite Shawmut


48


96


Broad Street, opposite Cottage


45


93


Broad Street, opposite C. H. Pratt's house


41


89


Broad Street, in front of Engine house


41


85


Broad Street, opposite Madison


.


41


89


Broad Street, opposite Masonic Hall


.


38


86


Broad Street, opposite Cain Avenue


37


85


Broad Street, in front of Mrs. J. W. Rogers's house .


34


82


Broad Street, 200 feet west of Middle


33


81


Broad Street, in front of Ed. Flannery's house .


30


78


Broad Street, in front of Thos. Croker's house .


32


80


Broad Street, opposite M. Sheehy's factory


34


82


Broad Street, corner Essex


32


80


Broad Street, in front of Con. Green's house


24


72


Broad Street, opposite Jas. Casey's house


26


74


Broad Street, in front of Hunt's fireworks factory


29


77


Broad Street, opposite Anthony Tracy's house


26


74


Broad Street, corner Vine


26


74


Broad Street, corner Phillips


26


74


Broad Street, in front of N. F. T. Hunt's house


27


75


Broad Street, corner Washington


29


77


Broad Street, opposite Hunt schoolhouse


36


84


Broad Street, 350 feet west of Franklin


37


85


Broad Street Place, at end


31


79


Cain Avenue, opposite Cowing Avenue


33


81


Cain Avenue in front of Geo. Litchfield's house


40


88


Cedar Street, in front of Jason Gardner's house


38


86


Cedar Street, in front of Minot Garey's house .


40


88


Cedar Street, corner of Grove


46


94


Central Street, in front of Lock-up .


45


Central Street, opposite Seth Vining's house


35


Central Street, opposite Reed's Avenue .


33


Charles Street, in front of Geo. L. Randall's house .


25


73


Charles Street, opposite Mrs. John Nolan's house


31


79


.


.


171


Pressure in lbs. Gravity. | Standpipe.


Church Street, opposite Wm. H. Crockett's house


51 99


Church Street, opposite Commercial


·


50


98


Columbian Street, opposite. Union Cong. Parsonage .


38


Columbian Street, opposite H. B. Reed's house


38


Commercial Street, at Hingham line


57


105


Commercial Street, in front of Peter French's house .


57


105


Commercial Street, near O. C. R. R. crossing .




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