City of Melrose annual report 1902, Part 7

Author: Melrose (Mass.)
Publication date: 1902
Publisher:
Number of Pages: 384


USA > Massachusetts > Middlesex County > Melrose > City of Melrose annual report 1902 > Part 7


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7


2


5


Short street.


2


2


Linden


W.


6


5


1


South avenue


10


6


4


Linden place.


5


3


2


Stevens place


7


7


Linwood avenue


27


24


3


Summer street


16


10


6


Lynde street.


34


26


6


Summit avenue


5


4


1


Main


6.


166 138


28


Tappan street.


20


19


1


Malvern .6


20


11


9


Tremont


47


27


20


Maple 66


31


27


4


Trenton


41


38


3


Melrose


66


39


27


12


Union


66


1


1


Melrose place.


6


4


2


Upham


66


11


10


1


Mt. Vernon street.


8


6


2


Vinton


50


33


17


Mt. Vernon avenue.


7


6


1


Walnut


60


1


1


·


.


39


38


1


Walnut park.


24


8 16


Mystic avenue.


17


15


2


Warren street.


9


6


3


North avenue


9


6


3


Washington street


16


10


6


Oakland street


16


13


3


Waverly place


14


14


1


1


...


West Hill avenue.


10


3


7


Orient place


4


4


·


6.


10


9


1


Otis 66


16


15


1


Winter


3


3


Parker 66


6


1


Winthrop


.6


18


16


2


Pearl


16


4


12


Winthrop place.


7


1


6


Perham avenue.


4


4 .


Woodland


12


6


6


Perkins street .


5


3


2


Wyoming


51


48


3


Pine


..


5


2


3


Wyoming park.


1


1


Pleasant 66


21


17


4


York terrace


8


6


Porter


..


14


14 ·


Youle stree


18


15


3


Poplar


66


8


6


2


Potter


61


1


1


..


Totals


2646 2115


531


.


Warwick road.


5


. )


2


Olive court. Orient avenue.


11


7


4


Whitman avenue


3


3


Whittie street


18


17


1


Orris street.


16


12


4


Willow


51


45 6


Meridian street


12


11


1


Vine


66


Myrtle street .


Norris court.


1


1


.


LOCATION.


Not


.


108


CITY OF MELROSE


SUMMARY OF ALL PRIVATE SEWERS CONSTRUCTED TO FEBRUARY 1, 1903.


YEAR.


Total


length in


miles.


Average


cut


in feet.


Average


cost


per foot.


Earth, cu. yds.


Rock, cu. yds.


Earth.


Rock.


1895


2.096


6.33


$0.4845


7,736.00


$0.441


1896


4.042


6.03


0.4543


14,303.00


190.2


0.377


$4.50


1897


2.966


6.07


0.3933


10,557.00


35.0


0.387


4.50


1898


2.073


5.56


0.45


6,663.71


101.5


0.444


2.90


1899


4.349


5.83


0.4589


14,684.00


196.7


0.380


4.00


1900


2.480


5.88


0.4609


8.541.00


85.0


0.413


4.50


1901


1.083


5.88


0.4746


2,595.00


135.0


0.479


4.50


1902


0.879


5.80


0.44


2,836.00


25.0


0.390


4.00


Totals


19.968


5.92


$0.4521


67,915.71


768.4


$0.414


$4.11


1. Number of private sewers constructed in 1902 ... 87


2. Number connected with State sewer. (Item 1 includes item 2.)


CLASSIFIED LIST OF ALL BUILDINGS CONNECTED WITH THE PUBLIC SEWERS, FEBRUARY 1, 1903.


DESCRIPTION.


1895 1896 1897 1898 1899 1900 1901 1902


Totals


Single houses .


164 362 264 181 400 239


26.


47


31


20


37


13


6


15


195


Blocks, stores and tenements.


17


18


10


5


13


6


3


1


73


Tenement blocks of 4 or more tenants


3


0


11


4


7


0


2


0


27


Churches


3


1


0


0


0


1


0


0


5


Club houses


1


0


0


0


0


0 0


0


0 0


13


Hospital


1


0


0


0


1


0


0


0


2


Railroad stations


1


1


1


0


Mills


0


1


0 0 1


1


0


0


0


0


3


Hotels and boarding houses.


1


1


Q


1


0


0


0


0


3


Stables .


1


0


1


0


1


0


1


1


5


Private schools


0


0


0


0


0


1


0


0


1


Laundry


0


0


0


0


0


1


0


0


1


Totals


220


436 322 218


459 261


112


87


2,115


1


5


4


3


0


2


0 0


0


0


0


4


0


2


Fire stations .


1


0


100


70


1,780


Double houses .


1


Public buildings


.. 3


NOTE. - The 1901 total connections includes Accounts Nos. 1765, 1766, 1906 and 1929 to 2039 each inclusive and omits Accounts Nos. 1979, and 2001 which were cancelled, and Accounts Nos. 1968 and 2038 applied and paid for but work not done.


Excavation.


Cost per. cu. yd.


PUBLIC WORKS DEPARTMENT.


RECEIPTS AND EXPENDITURES.


Balance Feb. I, 1902, $80 66


Receipts paid to Treasurer, . 2,034 33


$2,114 99


Expended :


For stock from sewer construction, $694 43


..


.. highway division, . 24 98


١٩ 66 water 17


..


blacksmithing,


34 30


" lumber,


IO 52


concrete repairs,


9 40


masonry,


6 62


oil and sundries,


5 95


.. labor as per pay rolls, 1,316 31


$2,102 68


Balance in Treasury,


$ 12 31


Sewer Maintenance :


To this account is charged the rent of yard, labor clean- ing sewers, and the cost of necessary repairs ; and I believe upon investigation it will be found that no city in the Com- monwealth keeps its sewers cleaner than ours, nor pay so little for maintenance.


RECEIPTS AND EXPENDITURES.


Balance Feb. 1, 1902,


$338 0I


Appropríation, 500 00


$838 0I


Expended :


For labor as per pay rolls,


$467 15


M. Reardon, injury, . 25 00


teams, highway division, 41 09


66 water II 04


66 sundries, H. J. Perry, I 28


1/2 rent of year, S. E. Benson, 175 00


720 56


Balance in Treasury,


$117 45


IIO


CITY OF MELROSE


HIGHWAY DIVISION.


Notwithstanding the many adverse comments, the condi- tion of our streets will compare favorably with those of the surrounding municipalities, and it must be apparent to all who judge fairly, that they are improving each year; possi- bly not so rapidly as might be desired, but much of the work done last year was of a permanent nature, and if the present policy of paving gutters is pursued, and the building of surface drains continued, each year the amount of tem- porary repairs needed will be diminished, and consequently a larger amount of the annual appropriation can be devoted to permanent improvements.


SUMMARY OF APPROPRIATIONS AND EXPENDITURES.


Stock on hand at yard, as per report


1901,


$322 26


Appropriation, highway maintenance, 14,500 00 Appropriation order No. 1903, .


5,000 00 Excise tax, Boston & Northern Rail- way,


1,689 06


Transfers for stock and teams used on other divisions, 1,220 63


Receipts, paid Treasurer by W. D. Hunter, . .


362 29


Receipts collected by Treasurer, I 62


-- - - $23,095 86


Appropriations:


Granite crossings, 500 00


Removal of snow and sanding streets,


1,500 00


Paving gutters, .


2,000 00


Bridges, culverts and brooks,


2,500 00


Catch-basins and drains,


1,000 00


$30,595 86


III


PUBLIC WORKS DEPARTMENT.


Expended :


Repair of streets and general main-


tenance (see table 5) . $13,563 25


Cleaning catch-basins, (see table 5) 429 10


Repairing catch-basins, (see table 5) 380 74


Macadamized streets, (see table 6) . 6,177 20


Graveled streets, (see table 6)


1,570 23


Paving streets and gutters, (see table 7)


2,899 03 ·


Surface drains, (see table 8)


1,970 07


Building new catch-basins, (see


table 8) . 243 25


Granite crossings, (see table 9)


499 23


Cleaning brooks, (see table 10) .


830 24


Repair bridges and culverts, (see table 10) .


497 36


New culverts, (see table 10)


·


1,086 38


$30,146 08


Balance in Treasury:


Credit of maintenance, $362 99


Credit of granite cross- ings, . 77


Credit of bridges and


culverts, and brooks, 86 02 449 78 $30,595 86 NOTE .- Following is a detail of each item:


II2


TABLE V. DETAIL OF CHARGES TO MAINTENANCE AND REPAIRS.


LOCATION.


No. days


steam roller.


Loads gravel.


crushed stone.


Loads moved.


Block pavings.


Vitrified brick.


Sand and


Portland


Rosendale


cement.


Straight curb.


Curved curb.


Cost of rolling and material.


City teams @ $1.25 per horse.


Labor as per pay rolls.


Total


Alpine street. .


44


12


26


$ 13.40


$ 12.50


$ 53.00


$ 78.90


Belmont street.


158


1.60


11.00


26.00


38.60


Clifton park . ..


91


. .


..


.


.


.


. .


5.75


36.00


41.75


Eighth street . .


18


1.25


5.00


6.25


Elin street . .


12


. . .


.


1.20


3.12


6.87


11.19


Emerson street . .


18


24


18.00


6.25


11.00


35.25


Essex street . ..


..


.


·


1,022


500


16


155.14


9.38


113.66


278.18


Everett street . ..


3.00


.94


2.34


6.28


Ferdinand street ....


12


30


1.20


6.56


26.06


33.82


First street. .


31


170


3.10


14.69


41.81


59.60


Florence street. .


10


7.50


2.50


4.00


14.00


Franklin street.


42.75


20.00


38.44


101.19


Gooch street ...


1 8


6


24


13


24.87


3.13


20.15


48.15


Green street ....


1.88


14.00


15.88


Greenwood street . .. Grove street. ..


68.30


46.25


165.93


280.48


Harvard street .


5.00


1).00


15.00


Highland street. ...


5.40


3.12


9.13


17.65


Howard street .


3.00


2.50


4.00


9.50


Laurel street ....


14.40


18.13


58.50


91.03


Lebanon street walk .


274


9


54


38.53


56.87


177.75


273.15


Linwood avenue. . . ..


.


13|


28|


22.30


6.88


19.75


48.93


.


.


.


.


.


.


.


...


·


.


..


.


.


.


.


.


.


.


....


.


.


.


.


·


.


·


.


.


.


.


.


.


.


.


.


.


. .


.


.


..


..


.


.


.


.


.63


5.00


5.63


167


54


.


...


·


.


.


. ..


.


.


.


·


.


1


94


. ·


·


CITY OF MELROSE


.


.


. ...


.


·


14


57


. .


·


..


41


.


9


6


. .


.


....


.


4


.


52


53


21.25


74.00


95.25


East street .. . .


.


.


.


4


...


14


Loads


cobbles.


cement.


.


TABLE V. - Continued.


No. days


steam roller.


Loads gravel.


Loads


crushed stone.


Loads moved.


Block pavings.


Vitrified brick.


cobbles. Sand and


Portland


Rosendale


Cement.


Straight curb.


Curved curb.


Cost of rolling and material.


City teams @ $1.25 per horse.


Labor as per pay rolls.


Total.


Main street.


2


74


178


$179.35


$ 67.51 16.88


$135.35 67.00


$382.21


Melrose street. . .


1


143


6


.


·


2


1


16.69'


20.94'


27.14


.63


21.78


49.55


Mt. Vernon street ...


....


42


4


.


....


..


·


.


.....


4


15


....


...


...


·


·


·


26


· .


... .


....


.


·


·


.


..


19.50


6.25


10.00


35.75


Orient avenue. .


18


8


6


....


.... ..


. .. . ·


.. ...


·


.... ....


..


5.'


9.6'


16.15


11.25


108.31


135.71


1.40


2.50


9.12


13.02


Tremont street.


·


..


·


....


342


500


3


71.92


3.44


72.50


147.86


28.25


14.22


87.81


130.28


1.00


2.50


5.68


9.18


Vinton street.


....


10


·


.. ...


·


..


...


....


......


. ..


·


.


. ..


.


...


....


... .


·


....


16


....


.


·


....


.


.


....


.. .


. . .


.


.


.


. . .


.


·


.


·


7.50


1.87


6.00


15.37


Wyoming avenue .. . .


10


·


Cleaning streets. . . ..


37.50


279.80


2,285.74 54.75


2,603.04 67.68


Trimming trees .....


11.37


1.56


Removal snow and sanding streets. ...


179.88 371.48


360.37


1,898.64 70.25


2,438.89 441.73


EII


.


·


.


.


3.00


7.81


9.00


19.81


Myrtle street. .


3.00


5.62


17.13


25.75


Otis street ...


7.25


12.19


23.88


43.32


Pearl street ....


81


. .


. .


..


....


· ..


Porter street ....


1


209


....


....


Richardson road .


14


..


. . .


.


. . ·


. .


.


.


.


3.75


2.50


28.62


34.87


Sylvan street ...


2


.. .


· ..


.


.


·


.


.


. . .


·


.


. . . .


80


27


5.00


7.00


12.00


2.50


4.00


6.50


West Hill avenue .. . .


1


10


...


....


.


.


3.00


14.38


38.44


55.82


Woodland avenue ..


.


24


4


.


·


401


Street signs . ..


.


.


.


.


.


.


. ..


12


...


6.00


1.25


18.50


25.75


. .


.


PUBLIC WORKS DEPARTMENT.


...


·


....


8.10


8.91


35.25


52.26


..


.


.


.


2


Upham street. .


.


.


Walton park ...


Warren street ..


.. . .


.


50 2,287


9.00


92.88


Meridian street ...


·


Cement.


LOCATION.


VII


LOCATION.


No. days


steam roller.


Loads gravel.


Loads


crushed stone.


Loads moved.


Block pavings.


Vitrified brick.


Sand and


cobbles. Portland


cement.


Rosendale


Straight curb.


Curved curb.


Cost of rolling and material.


City teams @ $1.25 per horse.


Labor as per pay rolls.


Total.


Tools and repairs. .. Expense account ....


$242.00 289.77


* Minor repairs, general maintenance and


19g


87


314


65 1,408


150


105


93


8 25.40


$535.81


$3,032.40


4,393.61


charges · Deliver coal for Relief Committee


17.60


50.92


124.46


192.98


*NOTE.


James Marshall's salary .


W. H. Martin, time to Highway Cleaning crossings. 765.75


Charges to other divisions and individuals as per receipts account to treasurer. . 1,584.54


Minor repairs not chargeable to other accounts, 591.23


$4,393.61


CATCH BASINS AND DRAINS.


Stone.


Sewer


brick.


Portland


cement.


Rosendale


cement.


Castings.


Pipe.


Ys and


bends.


Cleaning . . Repairs. ..


18 1,513


7


5


408'|


3


$ 5.55 186.27


$27.84 8.12


$395.71 186.35


$429.10 380.74


CITY OF MELROSE


$2,794.00


$1,675.25


$9,094.00 $13,563.25


$1,000.00 452.09


·


TABLE V. - Continued.


cement.


$242.00 289.77


TABLE VI. STREETS MACADAMIZED IN 1902.


STREET.


Loads of stone or gravel.


thick- ness.


Location.


Length.


Width. Sq. yds.


Cost.


Cost per sq.yd.


Tremont street . .


gr. 664 )


7 =


Franklin street, south to angle ...


2,200'


28'


6,844


$2,513.62


.36


Main street . . ..


st. 364


5 "


Essex street,


" Winthrop street ..


600'


26'


1,733


623.86


.36


Essex street . .. ..


st.


322


Angle


" Emerson street ...


800'


20'


1,777


891.02


.50


Franklin street. .


st.


284


6 "


Tremont street,


" Vinton st. (so. side only)


950'


12'


1,266


491.52


.39


First street . ..


gr.


96


Gooch st. to Eighth st.


and Sewall street, east ..


800'


23'


2,044


678.91


.33


-


gr.


30 1


3 " Wyoming avenue,


" Grove street ...


300'


17'


566


110.38


20


f gr.


42 1


5 " ¡Upham street,


" E. Foster street ..


650'


23'


1,661


420.87


25


CITY OF MELROSE


STREETS GRAVELLED IN 1902.


STREET.


Loads of gravel.


thick- ness.


Location.


Steam roller used days.


Length.


Width.


Sq. yds.


Cost.


Cost per sq. yd.


Boardman avenue.


604


41" Main street,


" Damon avenue


93


1,100'


26'


3,177


$422.00


.13


Foster street, east.


202


5 " Gooch street, East,


5


400'


23'


1,022


233.00


.22


Frost avenue. ...


168


3 " Hawes avenue,


" Damon avenue


1 8


450'


26'


1,300


102.40


.08


Hawes avenue ....


274


4}" Boardman avenue,


" Heywood ave.


. .


500'


26'


1,444


131.00


.09


Spring street .....


488


12 # Briggs street,


" Morgan avenue


2g-


400'


26'


1,155


383.61


.33


Beech avenue.


244


2 " Lebanon street,


" Meridian street


1,000'


26'


2,888


298.15


.10


..


f gr.


21 }


4 " Hillside avenue,


" Porter street. .


300'


33'


1,100


305.59


.28


Ashland street ..


gr.


38


5}" Highland avenue,


" Richardson road ..


200'


20'


444


141.43


.32


2 st.


60


.


st.


272


Berwick street . .


st. 32 S


Gooch street ....


st.


287 S


Bellevue avenue.


st.


157


..


115


st. 1,128 )


116


TABLE VII. GUTTERS PAVED IN 1902.


STREET.


Side.


Location.


Kind.


Length in feet.


Width. Sq. yds.


Cost.


Cost per sq. yd.


Ashland street . .


E. & W. Richardson road,


to Highland avenue ...


mixed cobble


529.0|


3.72


218.60


$218.29


$1.00


Bartlett street. .


West


Relay .


.35


Beech avenue .. .


N. & S. Lebanon street, East, to Fairmount street. ..


66


1,044.0 4.00


464.00


226.74


.49


Clifton park ... ...


E. & W. Woodland avenue, South, ...


177.0


4.92


96.80


104.13


1.07


Crescent avenue


East


Ashmont street, South, to C. B.


563.0


4.00


250.00


413.53


1.65


First street ....


North


Gooch street, to Eighth street ....


2/1.0 4.25


128.00


77.13


.61


Franklin street.


.


·


.


At Franklin Square.


block


248.0


3.00


82.70


66.84


.81


North


Cliff street, East ....


cobble


582.0 4.00


258.60


181.61


.70


Grove street.


South


Lebanon street, East ...


mixed


685.0 3.25


247.30


126.11


.51


Laurel street ..


North


East of Gooch street ...


cobble


253.0


3.00


84.30


43.07


.51


Lebanon street ...


West


At Washington School ...


block


176.0


4.50


88.00


60.38


.69


W. Linden street .


North


Main street,


to Green street .


1


25.0


2.00


162.00


97.77


.60


Main street.


Relay (tracks at Franklin Square) .


block cobble


506.0 3.00


168.60


82.70


.49


mixed


391.5 3.00


130.50


146.39


1.12


Meridian street. ·


Relay at Grove street, .


cobble


7.50


18.56


2.48


Orris street .


North


Warren street, West, ...


375.0


4 00


165.50


148.50


.81


Poplar street ..


West


Prospect street,


to Maple street ..


148.0 4.50


74.00


57.06


.77


Porter street .


South


School street


" East street . ..


769.0 4.15


354.50


219.50


.61


Reading Hill avenne. South


52.0


4.00


23.10


23.70


1.03


Swain's Pond avenue


.


.


Relay of Crossing at Swain's Pond, ..


25.00


11.25


.45


Melrose street, South, to brook ..


840.0


4.00


373.30


296.26


.79


South


City line, South, " Clifton park ...


360.0


4.54


181.60


105.75


.58


.


.


·


·


North


Main street and around Standpipe.


block


71.85


132.60


1.84


..


.


. ..


....


8.80


23.28


2.65


East


Park street,


to Appleton street ..


cobble


469.0|


3.00


..


35.00


10.25


.29


East


Green street,


to Reading Hill avenue


East


Lynde street,


" Grove street . .


.


PUBLIC WORKS DEPARTMENT.


..


...


65.0 3.00


21.60


7.63


...


1


..


..


..


.


..


.


At Main street,


mixed cobble


Tremont street ...... Woodland avenue ....


East


mixed cobble


.


TABLE CATCH BASINS B


LOCATION.


Ashland street west side between Ellsworth avenue and Franklin. Essex street corner of Vine street.


Essex street Goss' Driveway .


SURFACE DRAINS


PIPE


STREET.


4


5


6


8


10


12


15


16


18


20


Franklin St., Main St. to Howie court.


10


4


256


Lebanon St., Washington School to Grove St.


*Grove St., Gooch St. to Larrabee St. ¡Grove St., at B. & N. St. R. R. tracks.


26


124


124,678


Totals.


36


134


276 934


*$270.47 labor in digging up old pipe is balanced by credit for stock returned to yard viz:


Total labor, Credit by stock,


$738.78


270.47


$468.31


Total labor charged to this work.


t These catch basins built with M. H. frames and gratings.


6


152


.


Size in inches.


I.


BUILT IN 1902.


Material.


Discharge.


Cost.


Catch basin.


Cover.


Brick


Granite


Brook


$75.58


Essex street drain


83.83


66


66


66


83.84


$243.25


LAID IN 1902.


Conduit.


Catch basins.


Man holes.


Cement.


Exca., cu. yds.


Cost.


Lin. ft.


Cu. yds.


masonry.


Sets.


Cu. yds.


brick work.


Frame and


cover.


Cu. yds.


brick work.


Portland


bbls.


bbls.


Earth.


Rock.


Labor.


Material.


Total.


Ys.


Bends.


4


.


..


.


1


1.60


5


164


10


$153.78


$159.64


$313.42


1


1.80


6


98


25


186.59


88.95


275.54


7


8


8 21.91


3


5.40


43


630


...


468.31


912.80


1,381.11


3


8.74


6


27.43


59.25


86.68


9


12


.


. .


11 30.65


5


8.80


60


892


35


$836.11


$1,220.64


$2,056.75


NOTE .- Paid from Catch Basins and Drains, General Maintenance and to be refunded by R. R. Co ....


$1,970.07


86.68


$2,056.75


2


...


...


Rosendale


True North


Larrabee


St.


Whitman Ave.


Argyle


St.


Watershed line-


Meridian


St.


.


St.


St.


St.


Gooch


St.


Faxon


Laurel St. Drain


. Drains constructed in 1901 shown thus Drains constructed in 1902


Proposed future extensions


Foster


+20"


Malvern


Lebanon


20"


30"Brick


Potter St.


Cass St.


old pipe to be replaced


by conduit


Lynde St.


-


'90


-Scale in Fect 200


300 400


500


Grove


St.


Appleton Pl.


Laurel


St.


True North


Ave.


ing Hill


St.


Main


Watershed


line


Howie Court


15.


Sargent


St.


St.


Pratt St.


Brook


Franklin


200


Albion St.


Cliff St.


-


Ashland St.


Greenwood St. Brook Drainage Area


Drains constructed in 1902 shown thus - Proposed future extensions


Scale in Feet


100 0


100


200


300


400


500


Green St.


Reading


Brook


Highland Ave.


ON


TABLE IX. DETAIL OF EXPENDITURES ON GRANITE CROSSINGS.


LOCATION.


Flag stone.


Curb.


Corners.


Vit. brick.


Block paving.


Cobbles.


Cement.


Sand.


Cost of


material.


Labor and


teaming.


Total.


Main street at Frankiin square. .


129.6'


·


·


400


2


4


$109.58


$90.91


$200.49


Main street at West Linden.


25.6'


. .


. .


130


2


4


20.87


5.75


26.62


Myrtle street at Essex ..


51.7'


6'


9.11'


265


. .


. .


3


60.16


13.00


73.16


Willow street at Essex


32.5'


. .


. .


· ·


·


3


33.91


7.25


41.16


Larrabee place.


29.2'


· ·


.


75


75


. .


. .


. .


28.33


4.24


32.57


Faulkner place.


29.2'


75


75


. .


. .


. .


.


·


. .


.


.


. .


. .


1


1


1.65


12.49


14.14


Franklin street, reset ....


3.13


3.13


Dell avenue, reset . ..


..


.


. .


. .


. .


. .


.


3.13


3.13


352.8'


14'


13.82'


150


1,384


4


1


15


$333.58


$165.65


$499.23


Appropriation . ..


$500.00


Expended . . ..


$499.23


Balance in treasury . .


.77


$500.00


.


.


.


. .


9.25


37.58


Grove street at Meridian .


50.75


16.50


67.25


Tremont street at Union ..


.


... .


. .


..


.


·


. .


PUBLIC WORKS DEPARTMENT.


. .


. .


·


. .


.


.


.... .


.


55. '


250


1-3' rad.


189


28.33


LII


TABLE X. DETAIL OF COST OF BRIDGES AND CULVERTS, AND BROOKS.


BRIDGES CULVERTS AND BROOKS.


Covering.


Stone from


crusher.


Sand.


Brick.


M.[H. cast.


Portland


cement.


Rosendale


cement.


Under-


drain.


Pipe.


I. beams.


Cost of


material.


Labor and


teaming.


Total.


REPAIRS.


Chipman avenue. . ..


133 tons granite 260' granite


2


..


.. .


. .


. .


..


$42.95 95.60


$53.46 36.44


$ 86.51 132.04


Hesseltine avenue ..


14.81


Foster street : .


. .


.


...


·


.


. .


.


..


.


. .


.. .


. .


. .


·


5.39


30.50


35.89


Boardman avenne.


. .


.. .


. .


. .


. .


.


.


2.50


18.47


20.97


Franklin street.


.


.


. .


.


. . .


. .


. .


..


..


.


.


..


.


...


.


.


. . .


.


3.81


3.81


Florence


Lumber


8


. .


·


. .


. . .


.


46.68


57.38


104.06


Hillside avenue.


5.55


9.50


15.05


Upham street ..


5


. .


800


1


6


.


..


...


31.55


1.06


32.61


Day street .


..


. .


...


.


.


.


...


. . .


8.99


28.87


37.86


Grove street . .


.


. .


.. .


. .


.


.


...


.


...


4.00


4.00


Linwood avenno.


. .


·


. .


·


·


.


....


1.50


1.50


Otis street . .


..


..


...


..


..


.


. .


.....


.50


.50


$497.36


BROOKS.


36.33


419.93


456.26


Bennett's. .


15.00


15.00


Howard street.


1.84


256.59


258.43


Day street ....


..


.


.


.


..


..


.. .


.


. .


.....


62.05


62.05


Tremont street ...


..


·


·


.


. . .


·


.


38.50


38.50


830.24


CONSTRUCTION.


471.96


Melrose street .


63


37


14


60' 68'


4'


21


172.25 318.88


299.71 295.54


614.42


1,086.38


$2,413.98


Appropriation .


$2,500.00


Expended .


$2,413.98


86.02


Balance in Treasury . ..


$2,500.00


. .


..


.


·


. . .


.


..


Heywood avenne. .


7.75


7.75


Linden street .


30'


.


..


·


. .


. .


. .


...


·


.


.


.


...


. .


..


·


.


..


. .


.


.


Frost avenue .


. ..


. .


39


. .


17


..


2


4


2


.


.


.


.


Ell pond . .


3'-0" --


4.8"


-


Level Elev. 49.02


Longitudinal Section of part of Melrose St. Culvert


DiRID


10


- 0" I Beam


-5'_0"


-6'


3-


-14-


Cross-Section of Melrose St. Culvert Scale: 2 ff. = lin.


2:00


:0:0


0:0:0


Ais


4:


3.2.


3'2'


Elev. at North end 84.75


Longitudinal Section of part of Frost Ave. Culvert


5'-0".


+2'-84


Cross-Section of Frost Ave. Culvert Scale: 2ff. = lin.


I2I


PUBLIC WORKS DEPARTMENT.


In addition, I submit the account with the stable, crusher and steam roller, which are kept to show the expense and earnings of each. To them is charged all expense of run- ning and maintaining, and they are given credit for the value of their product which is included and reckoned in the foregoing details of cost.


The stable is given credit for the actual number of days each team was used, at $1.25 per horse, and shows a defi- ciency of only $36.10, notwithstanding that one new double team complete was purchased at a cost of $695.00.


The roller is given credit for each day actually used, at $5.00 per day, and shows a deficiency of $386.11, which is due to extraordinary repairs, amounting to $599.53.


The crusher is given credit for the stone used, at the rate of 75 cents per single load, and shows a gain of $401.07, and the materials now on hand. All of these accounts are balanced into the general maintenance account as will appear upon examination.


Stable Account.


DR.


To amount paid for hay and grain, $1,467 72


care of stable, 112 00


rent, 244 00


66 new double cart, 160 00


66 repair to carts


and sleds,


94 44


To amount paid for new harness, blankets and repairs, 135 95


To amount paid for shoeing, McBeth & Co., 187 33


To amount paid for sundries,


30 69


" medicine and atten- dance,


33 35


To amount paid for pair horses, Wm. Nokes & Co., 450 00


Amount carried forward, .


$2,915 48


122


CITY OF MELROSE


Amount brought forward, . $2,915 48


CR.


By amount charged to streets and other divisions, for horses at $1.25 per horse per day, see detail reports, . 2,879 38


To general maintenance account, $36 10


Steam Roller Account.


Amount expended for repairs, as per pay rolls,


$156 87


Amount paid F. L. Trefethen repairs, 278 43 Amount paid for coal and wood, 120,327 lbs., . 389 34


Amount paid for new parts and freight on same, 321 10


Amount paid for oil and sundries, 22 97


$1,168 71


CR.


By amount charged to different streets and accounts, 145 days @ $5 per day, $725 00


By 4,400 lbs. coal to relief committee,. 17 60


By coal used by Medford roller and charged to Tremont street, . 40 00


782 60


To maintenance account,


$386 II


Stone Crusher and Ledge.


To stock on hand Feb. 1, 1902 as per


report, .


$752 30


To paid for coal, 35,865 lbs., ·


217 15


6. oil,


59 25


castings, new parts and


freight, . 161 27


To paid for powder,


144 97


sundries, .


.


4 35


” labor and teams as per pay rolls, 1,905 54


Amount carried forward, $3,244 83


123


PUBLIC WORKS DEPARTMENT.


Amount brought forward, CR. $3,244 83


By 4,605 loads crushed stone to streets, $3,453 75


" 231 loads cobbles and sand to streets, 115 50


" 905 block paving to streets, . 50 95


" curbing and flag stones to streets, . 21 35


" gravel,


3 80


" powder,


55


$ 3,645 90


To credit highway maintenance, . 401 07


$3,645 90


On hand at Crusher.


200 loads dust, $150 00


75 loads No. 4 stone, . 56 25


200 loads broken stone ready for crusher.


.


SUMMARY OF HIGHWAY IMPROVEMENTS TO DATE.


Streets macadamized,


5.2 miles


Gutters paved, .


4.6 "


Brick crossings,


3


Stone crossings,


75


Concrete crossings,


106


Straight curbing,


4.1 miles


Curved curbing,


1776.0 feet


Granolithic walks,


510.0 6


Brick walks, .


.7 miles


Concrete walks,


33.6


SURFACE DRAINAGE.


The two principal outlets for our surface water are Spot and Ell Pond Brooks. Rights have been taken in both of these for the purpose of facilitating the flow and the preven- tion of obstructions. These rights were taken 30 years ago, and while probably adequate at that time, are insufficient at the present; this is more especially true of Spot Pond


124


CITY OF MELROSE


Brook, which owing to the increased amount of water dis- charged into it on account of the improvements by the Metropolitan Water Board, is not only a nuisance but a menace to health.


Numerous conferences have been held with Malden and with the Metropolitan Water Board, and as a result an Act was passed, Chapter 112 of the Resolves of 1902, authoriz- ing and directing the Metropolitan Water Board to investi- gate the whole question and report to the General Court not later than January 15, 1903. This report has been made (House No. 1087) and submitted with recommendations, which, if carried out, will no doubt remedy the existing evil.


Ell Pond Brook is entirely within the control of the city and should be widened, deepened and have its lines more definitely defined.


In my request to the Mayor for the annual appropriations was the item "Surface Drainage - $25,000.00 for new drains and catch-basins," which was omitted from the Budget; but the Legislature was petitioned for authority to borrow $100,000.00 for this purpose.


The petition was granted, and an Act passed, Chapter 445 of 1902.


The Board of Aldermen, acting under authority of this act, on June 9, 1902, passed Order No. 1,657, appropriating $20,000.00, but owing to a supposed opposition to the meas- ure 50 or more citizens petitioned to have the subject of issuing bonds submitted to the voters, which was done at the annual election held in December, when the measure was emphatically endorsed and the $20,000.00 appropriated became available, but not in time to give relief this year.


STATEMENT OF RECEIPTS AND EXPENDITURES.




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