City of Melrose annual report 1906, Part 13

Author: Melrose (Mass.)
Publication date: 1906
Publisher:
Number of Pages: 442


USA > Massachusetts > Middlesex County > Melrose > City of Melrose annual report 1906 > Part 13


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By 253 3-4 days' use of roller on work at $5.00 per day $1,268.75


By 10 7-8 days' use by other divisions at $5.00 per day 54.38


1,323.13


CRUSHER ACCOUNT.


Expended for labor and outside teams as per payrolls $4,369.47


Expended for city teams at $1.25 per horse per day 234.51


Expended for repairs to engine and elevator per invoices 313.08


Expended for steam drill per invoices


165.00


Expended for steam drill repairs per invoices


62.23


Expended for powder and exploder per invoices 495.80


Expended for coal (but used in roller account) per invoices


77.73


Expended for castings, jaws and cheeks, per invoices.


492.II


Expended for steel for drills


51.17


Expended for oil 98.46


Expended for hardware, tools and sun- dries


57.28


$6,416.84


Balance to general maintenance ac-


count


735.77


$7,152.61


Cr.


By 7305.4 tons crushed stone to high-


ways, per reports $6,331.56


239


PUBLIC WORKS DEPARTMENT


By 476.I tons crushed stone to other divisions, per reports 414.19


By gravel on highway and other divi- sions, per reports 199.80


By powder on highway and other divisions 110.66


By powder and stone to highways and other divisions,per reports 96.40


7,152.61


STABLE ACCOUNT.


Expended for hay and grain, per in- voices


$1,122.70


Expended for repairs and paint carts, per invoices


157.62


Expended for Concord wagon, per in- voices 125.00


Expended for harnesses and repairs, per invoices


159.70


Expended for shoeing and blacksmith- ing, per invoices


212.72


Expended for medicine and hospital charges


35.50


Expended. for sundries for stable uses


42.51.


Expended for three new horses, per invoices


775.00


Expended for electric wiring


24.83


Expended for repairing water pipes ..


2.65


Expended for rent of stables . Expended for labor per payrolls, care


242.00


of stables and for teamsters not charged to other work 379.52


Balance to credit general maintenance account


29.87


$3,309.62


240


CITY OF MELROSE


Cr.


By use on highways at $1.25 per horse


per day when used, per reports $2,517.64 By use on Ell Pond retaining wall, per reports 2.81


By use on Greene St. widening, per reports 57.83


By use on collection of ashes, per


reports 10.32


By use on sprinkling streets, per


reports


16.72


By use on park maintenance, per


reports


7.22


By use on surface drainage, per reports


334.07


By use on water division, per reports


52.51


By use on sewer maintenance, per reports


44.68


By use on sewer construction and yard, per reports 131.15


By use on private sewers, per reports 54.57


By use on continuous walks 38.64


By use on individual walks 41.46


$3,309.62


MISCELLANEOUS WORK. GREEN STREET WIDENING.


A number of the citizens having petitioned the County Commissioners to 'widen and re-locate Green street at the corner of Main street, the County Commissioners issued a decree ordering the same done. This improvement as peti- tioned for, and as ordered by the County Commissioners, necessitated the cutting off or the removal of the so-called Wiley's Block; this block had already been cut off the pre- vious year in order to carry out the decree of the County Commissoners ordering Main street widened, and a suit for


241


PUBLIC WORKS DEPARTMENT


damages on this account was pending. A conference was had between the representative of the Boston & Northern Street Railway Company (who were interested inasmuch as they were under agreement to reimburse Melrose for any sums that might be recovered on account of this suit), the City Solicitor and the Engineer and Superintendent of Pub- lic Works, and the matter was finally adjusted by the pay- ment to Wiley of a sum agreed upon by the Railway Com- pany as the amount which they would bear plus the award of the County Commissioners, together with the amount estimated necessary to cut off the building, the whole amount of which was $8,750.00, divided as follows:


On account of widening Main St. $4,000.00


On account of widening Green St. 3,750.00


Allow for cutting off or removing building, build-


ing retaining wall, etc. 1,000.00


$8,750.00


The cellar has been filled in roughly, and there now re- mains to be done the work of macadamizing the street, set- ting the curbing and extending the crossings; for doing this work the unexpended balance, $1,028.57, from the ap- propriation of $6,000.00, as shown below, is estimated to be ample.


RECEIPTS AND EXPENDITURES.


Appropriation


$6,000.00


Expenditures :


Amount paid H. E. Wiley, damages


on account of widening Green St.


under the decree of the County Commissioners, dated Feb. II, 1905 $4,750.00


Labor as per payrolls : I37.95


J. H. Moody for gravel, per in- voice 3.00


242


CITY OF MELROSE


Smith & Cates, building fence, per invoice 11.15


Highway division for gravel and teams, per invoice 69.33


4,971.43


Treasury balance


$1,028.57


REMOVAL OF SEWALL SCHOOL.


There is an unexpended balance in this appropriation amounting to $1,175. 18, and it is estimated to be sufficient to complete the work, which consists of macadamizing street, setting the inside and outside curbing, and bricking the sidewalk; both the inside and outside curbing have been ordered with the understanding that they are to be deliv- ered any time after April I, 1907.


Canvass of bids for building picket or board fence at Sewall School opened April 26, 1906.


Amount.


Name.


Picket.


Board.


David H. Woodward


$130.95


$145.50


W. A. Goodno


130.25


140.50


Daniel H. Howie


100.00


II6.00


F. W. Corson


154.00


140.38


Ervin C. Hunnewill


173.00


173.00


Chas. H. Everson


105.00


121.00


Contract awarded to Daniel H. Howie.


Canvass of bids for furnishing the City of Melrose, Public Works Department, with 49 iron posts, I I-4 inches square by 3 feet 6 inches long, at Sewall School, Melrose, Mass.


Smith Brothers, 12 Essex street, Melrose, $1.10 each; W. J. McCoubry, Main street, Melrose, 89 cents each.


Contract awarded to W. J. McCoubry.


243


PUBLIC WORKS DEPARTMENT


RECEIPTS AND EXPENDITURES.


Balance Feb. 1, 1906


$119.93


Appropriation order 3118


1,400.00


Appropriation order 3238


215.25


$1,735.18


Expended :


Lane Bros., mason, per invoice ... $9.20


Labor, drilling for fence posts, per payroll


20.13


Labor repairs on drain from con- ductor, per payroll


16.93


Highway division, teams


and


crushed stone, 1905, acct.


109.50


Sewer division, cement, 1905 acct ..


70.00


Water division, water service stock, 1905 acct. 17.55


L. A. Dow, commission on net cost, per invoice


130.00


W. J. McCoubry, sharp drills, per invoice


1.00


Daniel Howie, building fence, per invoice 100.00


W. J. McCoubry, iron posts and re- pairing drills, per invoice 47.90 . D. H. Woodward, work on fence, per invoice 3.59


H. F. Johnson, paint fence, per in- voice 1.50


Brock Brothers, putting on gutter pipes, per invoice 32.70


$560.00


$1,175.18


244


CITY OF MELROSE


RETAINING WALL ELL POND.


There was appropriated the sum of $2,000.00 for the pur- pose of rebuilding the retaining wall along the shore of Ell Pond adjoining Main street. When this appropriation was made it was contemplated to drain the present brook north along the retaining wall and to provide for a series of over- flows into the same, so as to maintain a uniform elevation of the water in the pond.


This work was not done the past season, as other orders passed by the Board of Aldermen deemed of more impor- tance were completed first, and as there was an objection to letting work by contract and also to the employment of outside labor, it was impossible to perform all of the work ordered, and there now remains to the credit of this appro- priation the sum of $1,968.49, $31.51 having been expended for materials such as stone and filling, which are now on the site of the work. This work should be done at an early date in the spring as the condition of the wall is dangerous and accidents are liable to occur.


RECEIPTS AND EXPENDITURES.


Appropriation order 3407


$2,000.00


Expended:


For labor, teaming stone, per pay- rolls


$2.53


For labor, moving fence, per payrolls. 7.28


For labor, disconnecting and cutting threads, per payrolls 18.89


For city teams at $1.25 per horse per day


2.81


31.51


$1,968.49


SURFACE DRAINAGE.


Of the $100,000.00 authorized by the Legislature for this purpose, $80,000.00 has been appropriated and expended, and


(Cal. Book 12, Page 265)


FIFE LAID


BRICK WORK


CONCRETE


EXCAVATION


PORT. CEMENT


Lin. Ft. Piling


Cost at 25c.


per foot


Pins 10 per cent.


Contingency


TOTAL


LOCATION DE DRAIN


Lin. Ft.


s in. l'ipe


Cost at


Size in


Length


in Feet


Price


Cost


No. of XB


or Slants


Price


Cost


No. 01


Cost at


No. of


Cost at


$7.50


No. of M. H


Castings


lost at $8.00


No. of C. B.


Sets Complete


Cost at $12,00


ids.


Cost at


Vds.


Cost at


$5.00


No. BhIs.


Cost at


81.50


Linwood Ave. Drain Ext.


MAIN DRAIN


Lebanon street, Beech ave. via private way to Harvard.


$28.00


18


-175


$1.00


$475.00


24


-3.30


$79.20


15.00


$148.20


$16.00


$48.00


400


26


1.150


$287.50


$136.09


$1.496.99


llarvard street, right of way to Appleton st.


15


280


224.00


14


2.60


36.40


9,60


91.20


16.00


24.00


230


10


24 00


56.76


624.36


3


Appleton street, Harvard to Fairmount


100


35.00


15


160


.80


132.80


2.00


20.80


20.40


103.80


3


24.00


00.00


460


270.00


30


45.00


64.93


714.23


Park street, Lehanon st., East


120


42.00


576


316.80


30


2.00


60.00


23.40


222.30


24.00


0


72.00


325


195.00


$375.00


31


46.50


135.36


1,488.06


LATHRALS


14.00


260


.80


14


2.60


7.80


74.10


1


8.00


24.00


170


102.00


14


21.00


03.75


701 25


Beech avenne, Lebanon In Fairmount st.


28.00


174


1.00


474.00


3.30


75.00


19.20


1×2.40


32.00


18.00


6680


408.00


125.00


19.50


1,300


325.00


70.67


777.37


10


Right of way, Harvard to Irving st.


14.00


180


10.00


2.00


28.00


0.00


01.20


16.00


24.00


150


90.00


150.0


$1.125.00


16.00


36.00


600


300.00


210


100


100.00


178.53


1,008.83


11 CONDUIT, Linwood ave, to Beech ave.


4641


21.00


30×36 600


124


.70


16.80 1


176.70


2


16.00


60.00


288


23


34.50


768.02


13


Vinton street, Ot]s st. to Oakland st


21.00


216


135.30


2.00


28.00


10.80


102.60


1


8.00


36.00


225


135.00


1.1


Lebanon street, Emerson st. to Low pl. so ..


40


14.00


322


.55


177.10


2.00


9.00


₾1.20


2 16.00


24.00


270


102.00


14


53.73


591.03


15


40


14.00


222


1.00


222.00


12


3.30


39.60


7.80


74.10


1 8.00


24.00


108.00


14


21.00


51.07


561.77


Sargent stroet, Franklin st. to Highland ave


28.00


510


1.25


(45.00


26


4.30


111.80


15.60


148.20


16.00


48.00


400


240.00


34


51.00


128.80


1,416.80


17


Highlund avenne, Sargent to Main st.


21.00


15


322


257.60


17


2.60


44.20


12.60


119.70


16.00


36.00


"271


162.60


10


50.00


18


27.00


73.41


807.51


18


Main streot, Highland ave, to Reading Hill ave.


100


37.00


200


110.00


13


2.00


24.00


18.60


178.70


16.00


60.00


132.00


33.00


63.87


702.57


1


8.00


36.00


150


90.00


15


22.50


43.41


477.51


20


Illllside avenne, Emorson st. N. to low pt


12


.50


16


2.00


32.00


9.00


91.20


10.00


24.00


270


162.00


1-4


21.00


53.73


501.03


21


Green street, Howard st. to Farwell ave.


15


280


NO


224.00


13


2.60


33.80 }


3


24.00


48.00


420


252.00


27


40.00


103.91


1,143.01


Green street, Farwell ave, to Car Stables


28.00


19


230


55


126.50


2.00


22.00 S


17.40


8.00


24.00


18


111.00


11


30.59


435.49


124


1-1.00


15


2230


NO


184.00


12


2.00


31.20


7.50


1


8.00


24.00


175


105.00


14


46.13


507.43


25


Forter street, Fletcher st. to Merrill st.


17.60


1.40


308.00


10


5.40


54.00


9.00


85.50


1


10


24.00


362


217.20


25.50


813.87


100


35.00


220


160


1.20


200.00


4.30


34.40 1


20.00


190.00


32.00


48.00


1,183


700.80


87.00


253.94


2,793.34


100


30.00


20


230


1.225


295.00


1.30


51.00


11.00


133.00


1


1


48.00


383


229.80


33.00


83.34


916.74


20


150


52.00


1.00


(180.00


30


3.30


90.00


24.00


228.00


24.00


72.00


490.20


170.57


1,876.27


30


Sewall street, Upham st. to First st.


50


17.00


100


1.00


100.00


3.30


59.40


10.00


05.00


16.00


24.00


478


286.80


33.00


03.17


1.024.87


31


First street, Sewall st. in Larrabee st.


17.50


18


1.00


64.00


3.30


13.20


8.00


76.00


8.00


24.00


148


10


15.00


30.05


337.15


First street, Larrabee st. K. to low pt.


17.00


15


184


.50


147.20


2.60


220.80


8.00


75.00


8.00


94:00


266


19


18.00


47.11


518.21


Larrabee stivet, First st. to Foster st.


100


85.00


266


116.30


2.00


24.00


14.00


133.00


1


8.00


48.00


-126


256.60


25.50


#7.54


712.91


Kasex street old drain (improvement) from Vine st via lipham st. to Kil Pood Brouk


56.00


32


18.00


62.90


691.00


MELROSE STREET CONDUIT


100


35.00


20


.70


14.00


16.00


152.00


204.4


1,983.00


10.00


48.00


532.80


(in conc.)


278.08


3.058.88


36


100


35.00


10


.70


7.00


14.00


146.3


1


8.00


48.00


532


310.20


148*


164.72


1,811.02


Melrose street oxt., Vinlon st. to Warren st.


61.95


30


.70


21.00


27.00


256.60


2,370.00


24.00


84.00


596.40


341.31


3,704.46


Melrose street ext. and Franklin terrace


43.75


0


.70


21.00


21.00


199.50


1,620.00


24.00


60.00


550


330.00


1,200.00


2805


340.82


3.848.07


LATERALS


150


52.50


200


10


2.00


26.00


11.00


104.50


1


8.00


36.00


237


142.00


15


65.17


716.87


40


Vinton street, Mehose st. to Franklin st.


100


35.00


12


350


198.00


20


2.00


40.00


10.00


05.00


2


16.00


2


24.00


355


213.00


10


15


69.35


762.85


-41


Warren street, Melrose st, lo Orris st .. ..


17.50


15


9:20


80


176.00


12


2.00


31.20


8.00


78.00


1


8.00


24.00


239


143.40


50.00


18.00


598.51


43


Right of way, Melrose st. ext. to Walton pk.


8.75


340


1.00


340.00


3.30


7.00


66.50


16.00


12.00


227


136.20


200.00


12


18.00


85.68


942.53


14


Lower Main street, Bronk to Main st


95.00


-2.4


OFL


1.40


1,036.00


5.40


27.(K)


13.00


123.50


2


16.00


36.00


616


369.60


35


160.56


1,865.16


Main street, Sylvan st. N. to low pt.


150


32.50


18


1.000


1.000.00


3.30


66.00


94.00


228.00


24.00


72.00


1.007


601.20


50


73.00


212.17


2,333.87


Totals


3,433


$1,202.25


>12,206.00


$1,945.10


582.20


1,002.7


$672.00


143 $1,716.00


1.694


$10,165.60


$2,475.00


216


$1,224.00


2,850


$712.50


$4,010.15


850,777.60


23


20


2.60


52.00


từ


Bosch avonne, Fairmount to Meridian st.


15


360


201.30


20


2.00


40.00


102.87


1,131.67


Appleton street, Harvard to Lebanon st.


100


35.00


15


212


169.60


2.60


39.00


18.00


176.70


16.00


00.00


200


120.00


92


33.00


63.00


1×3.23


2,015.53


12


Emerson streot, Cedar pk W. lu Vinton st.


12


304


167.20


18


2.00


36.00


18.60


00.82


14


21.00


48.49


533.39


Franklin street, Culvert to Sargent st.


Grove strret, Ell Pond hk. to Myrtle st. .


21.00


1ts0


.80


128.00


10


2.00


20.00


10.80


102.60


25


Rowe street, Upham st. to low 1d.


14.00


65


124.30


12


2.00


24.00


7.80


74.10


Merrill street, Porter st. to Emerson st.


Emerson stroot, Merrill st, to Lincoln st.


Lincoln street, Emerson gt, to ITpham st. .


17.00


33%


1.20


422.50


16


4.30


68.80


2.00


76.00


1


8.00


24.00


424


20


30.00


90.12


991.32


Upham street, Lincoln st. to Sewull st.


88.80


1


316.0


7


16.00


24.00


332


199.20


50.00


17


25.50


84.41


928.51


Warren street, Melrose st. to Franklin st.


100


35.00


1.00


340.00


18


3.30


59.40


10.00


95.00


2


1


1


"Not In total.


Note .- Cement for concrete is figured in price per cubic yarıl.


Melrose >t. Brouk Dr'n Linden St. Drain Ext.


January 10, 1907.


ESTIMATE OF COST OF PROPOSED SURFACE DRAINAGE WORK.


EARTH


ROCK


Cu. Yde.


39.50


Cu. Yils.


$5,5×7.00


$8,195.25


48.00


72.00


200


120.00


Brunswick way to Vinton st ...


Vinton stroot, Brunswick pk. to Melrose st ..


Vinton street, Brunswick pk. to Orris st.


100.00


22.50


50.00


22.50


54.41


10



18


59.40


133.00


1,007.00


8.00


22


254.40


10


50.00


10


14.00


19


13


16


2.00


6.00 ₺


11.00


104.50


100


35.00


208.00


30.40


Lebanon street, Beech La Malvern st.


NO


344.00


13


172.80


21.00


180


18


.55


177.10


1,030.40


5.40


172.80 ₺


165.30


22


80


75.00


16.50


74.10


21.00


Melrose street, Tremont sl. to R.R. . MAIN DRAIN


8.00


73.97


58


159.00


17


30.00


285.00


216.0


210


10


52.50


20


per Foot


Inches


Cu.


$240.00 138.00


$39.00


14 00


Lebanon street, Appleton to Park at.


150.00


1 3


32.00


11


19


54.00


-


-


160.00


1.40


15


St.


Potter


Cas's


St.


Ave.


Dell


Ave.


Glen Ave.


Linwood


Ave


St.


15


St.


Foster


Watershed line


St.


GUION


Lynde


Grove


Walnut


St.


-


.


500


St.


Drainage Ave.


1906 work shown in Red


300


200


St.


0 100 100


Linwood Ave. Brook


- Scale in Fect ~


Myrtle


Main


Ell Pond Brook-


15" Mystic


La Pleasant


St.


Gould St.


15"


Ashmont St.


True North


El Pand


18


Spot


Pand Brook


Pleasant St. Drainage Area. 1906 Work shown in Red


WYOMING DEPOT


Boston & Maine R. R. Location


-Scale in Feet~ o


100 200 3,00 400 500


Foster St.


Lebanon


Gooch


Larrabee


Sixth


Laurel St.


SI


st.


St


St.


in the North


Foster & Laurel Sts. Drainage Area 1906 Work shown in Red


100


Everett S.


W. Linden St.


Avon St.


St-


St.


Green St.


Linden St.


Elm


Main


Burrell St-


28"X 30"


St.


is


Ell Pond


Rowe


Beverly St.


Porter®


St.


25x30


Ave.


Hillside Ave.


Bellevue


Emerson St. Drainage Area 1906 Work shown in -Scale in Fect .. 140 50 0 100 200 300 406 50%


i Red


Fue North


Bellevue Ave.


1217


Batchelder


Conc. Conquit


Lebanon St.


Orient Ave ....


245


PUBLIC WORKS S DEPARTMENT


:


for this expenditure ($80,000.00) together with the tempor- ary loan of $10,000.00 authorized, the city has drains and appurtenances which have cost $107,760.54; the difference between the cost of the drains and the amount of money appropriated is accounted for by the fact that a small portion of the system when started was paid for out of the regular appropriation for highway maintenance and by collections from parties directly benefited, namely: Boston & Northern Street Railway Company, and the Boston & Maine Railroad Corporation certain sums on account of catch-basins in the tracks of the Street Railway Company and on account of culverts, etc., under the location and in premises owned by the Boston & Maine Railroad. I would recommend that the work be continued, and the streets in which I particularly recommend drains to be laid are shown on the accompanying table.


246


CITY OF MELROSE


VALUE OF IMPROVED SURFACE DRAINAGE CONSTRUCTED TO JANUARY 1, 1907.


-


Location


Size in inches


Length


in feet


Material


No. of M. H.


No. of C. B.


Date Built


Cost


Adams st., north from Russell st.


12


30


Akron pipe


..


2 1901


$182.54


Ashland st., near Franklin st.


1 1902


75.58


6€


Franklin to Highland av


15


232 Akron pipe


3 4 1904


992.34


66


brook to Franklin st.


42×36


125 Con. conduit


2


1 1904


*985.72


Albion st., south from conduit


12


70 Akron pipe


1


.. 1904


152.50


66


Greenwood st., brook east.


30


82 Cir. brick


1


1902


490.30


Bellevue av., south from Linden st ..


15


27 Akron pipe


..


1 1900


64.87


( 15


155 A kron pipe


. 1905


600.27


Beech av., west from Fairmount st 66 66


18


62


66


1


4 1901


462.01


Berwick st., near Wyoming av. -


(relaid) .


15


1180


Akron pipe


6 6 1904


1,222.20


B. & M. R. R. Corp., Franklin st., north.


44×50


444 Con. conduit


1


1 1904


2,256.78


Botolph st., east from W. Hill av.


15


€8


2 1901


221.12


Boardman av. at Bennett's pond bk


60×38


44 Con. culvert


1901


433.65


Cass st., north and south of low pt.


12


559 Akron pipe


2


4 1906


759.36


Cedar Park and B. & M. R. R


20


117 Akron pipe


. . 1901


1


66


60


66


20


120 Cast iron **


. 1901


66


66


66


66


284


2 3 1901


1,077.72


66


66


66


15


24 Akron pipe


. 1901


1


(12


73


5


3 1905


1,274.48


Chipman av .. Franklin st., north


1 1904


143.70


Cheever's brook, cleaning


1904


21.50


Cleveland st., corner Baxter st.


1 1906


60.61


Dell av., repairs.


1904


4.98


66


Upham st. to Winter .. north and south of low pt.


18 12


298


Akron pipe


2


2 1903


670.05


8


34


66


66


1


2 1904


347.75


66


Ell pd. bk. to Bellevue av ..


( 15


799


66


9


5 1905


2,787.37


Charles st., west.


12


197


1


Q 1906


472.32


66


west, at Lake av. repairs.


1906


11.35


Elm st., Howard st. to Park av


12


260


2


4 1904


655.99


Essex st., north from Vine st.


20


144


2 1901


300.99


66


cor. Vine st ... at Goss's driveway ..


1 1902


83.84


Fairmount st., Beech av., south.


12


212


Akron pipe


1 1 1903


277.74


Foster st., Ell pond bk. to Dill's ct.


(15


425


Franklin st., Main st. to Howie ct ..


15


256


60


66


1902


313.42


Ashland to B. & M. R.R.


44×50


648 Con. conduit


4 1904


4,442.23


66


cor. Pratt st ..


1 1903


57.91


66


B. & M. R.R. to Greenwood st.


12


300 Akron pipe


2 5 1904


655.00


Faxon st ..


1 1904


69.17


Fairmount st., repairs. .


1904


26.28


First st., Lebanon st. to Gooch st.


( 15


255


12


571 Akron pipe


7 4 1905


1,569.83


Frost av., culvertat brook.


38×60


Concrete


1902


471.96


Green st., north from Linden st.


30


136 Brick


3 4 1901


66


brook to Howard st.


( 15


218


20


500


7 4 1904


1,981.41


66


Main st. to Rowe st.


15


42222


66


2 1 1906


583.55


Grove st., on B. & N. St. R.R. tracks


2 1901


67.24


at Lebanon and Gooch st ..... 66 66 66


12


70


30 Akron pipe 66


..


..


190:


1


471.40


..


2 1901


201.22


66


n. e. cor. Emerson st. Linden st., south


12


156


1


2 |1906


2 190€


128.88


1 1901


79.95


.


.


·


Charles st. at Otis st ..


1 2 1903


149.85


10


406 Akron pipe


15


38


555


66


4 1906


676.32


Emerson st., west, near Main. 66


1 1903


86.60


east and west of Main st ...


12


178


12


435


1 1902


83.83


12


42


66


2 3 1906


860.12


1


4


..


..


..


1901


912.51


12


36


1901


·


...


..


15


2 4 1901


* Completed 1905 - Cost added.


66


66


20


20 Akron pipe


66


. .


.


66


Vinton st. to Essex st.


391.01


16


66


Main Drain to Emerson st ..


.


- Ell pond bk. to Foster st.


247


PUBLIC WORKS DEPARTMENT


VALUE OF IMPROVED SURFACE DRAINAGE CONSTRUCTED TO JANUARY 1, 1907- Continued.


Location


Size in


inches


Length


in feet


Material


co. co. co No. of M. H.


No. of C. B.


Date Built


Cost


Grove st., Gooch st. to Larrabee st ..


15


678


Akron pipe


8 1902


$1,381.11


6.


bet. B. & N. St. R.R. tracks.


3 1902


86.68


16


east of Linwood av ..


12


66


Akron pipe


2 1903


174.92


Main st. to Linwood av.


35×48


787 Concrete


4 1903


4,417.92


66


repairs.


14.00


Gooch st., Laurel to Grove st.


20


306 Akron pipe


1


2


1901


694.46


6.


Laurel st. north


{ 18


302


112


100 Akron pipe


2


4 1906


1,045.81


Highland av. at Henry av.


3 1903


154.53


66


Ashland st., w. to low pt. Sargent st.


12


114 Akron pipe


1


2 1904


369.05


Heywood av., Main st., east.


12


350


Akron pipe


1


.. 1904


290.71


Henry av .. ...


8


22


Akron pipe


89.36


Laurel st., Lebanon st., east.


20


642


66


4


4 1901


18


200


66


66


Main Drain e. to Larrabee st.


12


32


3


2 1905


1,140.85


66


south east cor Sixth st.


1 1900


64.03


66


east of Gooch st


8


16


Akron pipe


1 1903


92.25


66


repairs


1904


4.00


Larrabee st. east to Sixth st ..


12


716 Akron pipe


2


2 1906


841.92


Lebanon st., south of Upham st.


2 1900


127.31


24


82


Akron pipe


4


2 1901


677.90


66


Wash. school to Grove st ..


12


152


1 .. 1902


275.54


118


302


2


2 1905


1,350.92


Linden st., Green st. to Bellevue av ....


30 245 Brick


1 .. 1901


1,162.66


Linwood av., Grove st. to Lynde st. repairs ..


35×48 715


2


3 1903


3,869.98


Lynde st., at Linwood av.


12


30 Akron pipe 54 ..


9


5 1903


1901


240.39


Main st., near W. Linden st ..


15


90 Akron pipe


1


3 1900


293.93


2 1901


67.24


2 1901


67.24


Grove st., south .


15 35×48


48 Akron pipe 59 Brick


1 1903


*121.98


Ell pond bk. to Grove st ..


. 1903


331.75


66


Ell pond to Porter st.


15


260 Akron pipe


2


3 1904


538.50


66


Porter st., north


[ 12


52


66


3


3 1904


884.94


Linden st., north to brook


15


280


1


5 1904


2,161.83


15


36


172


66


2


5 1904


598.96


Myrtle st , Winthrop st. to Emerson st. 12


336


2 1 1904


661.00


(12


18


120


126


1 4 1904


601.10


Mystic av., Lynde st. to Glen st.


15


723


6.


5 5 1906


1,327.91


Melrose st., culvert at brook.


56×60


Con. & Stone


.. 1902


614.42


Meridian st. at Beech av.


10


64


1


.. 1905


116.47


near Beech av.


1 1906


64.98


Otis st., Vinton st to Leeds st.


34×36


865 Concrete


3 5 1903


3,757.26


Leeds st. to Charles st.


20


344 Akron pipe


3 2 1903


730.32


conduit, repairs ..


. .


1904


214.65


66


junction with side sts.


12


124


. . .


.


66


12


16


.


1901


Hillside av. at No. 64.


1 1901


69.22


-. 1


1


. . 1905


45.84


4 1906


341.95


66


66


. .


1901


1,777.80


12


8


. .


1901


$ 15


520


1901


.


6 6


Main Drain n. to First st ...


$ 20


231


1157 Concrete


4


2 1906


4,142.06


Leonard's brook drain.


800 Open ditch


..


1900


780.02


in R.R. tracks at Dix pond.


in R.R. tracks at Ell pond.


..


2 1904


174.05


15


390


1900


1 1904


149.97


66


Morgan av. to Heywood av.


12


Vine st ..


1904


25.52


. 1903


564.10


15


66


Grove st. to right of way ... 66


12


246


conduit Bellevue av. to Porter 28×30


...


Lake av., cor. Tremont st.


1 1903


66


.6


60 Con. culvert


at Foster st. and Essex st


at Franklin sq.


NOTH


* Completed 1905- Cost added.


. 1902


1906


248


CITY OF MELROSE


VALUE OF IMPROVED. SURFACE DRAINAGE CONSTRUCTED TO JANUARY 1, 1907- Concluded.


Location


Size in inches


Length in feet


Material


No. of M. H.


No. of C. B.


Date Built


Cost


Orient av., Porter st., south.


≥ 15 ( 12


250


344 Akron pipe


3 5 1906


$1,188.00


Pearl st. at Bennett's pond brook.


38×60


41 Con. culvert


1 1901


359.65


Pleasant st. at Cascade brook ..


12


70 Akron pipe


1 1906


18


187


15


224


4


6 1906


2,111.34


66


66


66


12


340


12


180


1


5 1906


Porter st., Linden st. to Fletcher st ...


28×30


148 Concrete


2 2:906


24


10 Akron pipe


535.24


66


Linden st. to Orient av.


18


125


Akron pipe


2 3 1906


305.49


66


Main st. to Bellevue ave ..


12


716


3 8 1906


1,438.90


Prospect st at low point.


8


58


·


2 5 1906


571.60


Russell st., Adams to Trenton st.


15


2 .. 1901


477.42


30×60


215 Concrete


1 1903


1,944.00


42×48


309 ..


2 1903 .


*3,317.57


30


137 Brick


1 1901


541.45


15


357 Akron pipe


2 1 1898


604.49


66


66 south of Albion st. to Ashland st ..


42×36


390 Con. conduit


1 1 1904


3,391.00


66


66 Leonard's bk. conduit ...


36×29


183


66


4 4 1904


4,385.50


66 Ell pond bk. to Main st . ..


24


316 Akron pipe


1


· 1904


791.00


off Green st., conduit.


28×30


60


.


·


2


924.95


66


Mystic av., south.


10


104


1


2 1906


96.19


66


Benson's yards .


2 1904


114.00


Trenton st., Russell st. to brook


15


176


1901


184.07


Upham st., southwest cor. Dell av southeast 6. 66


( 12


718 Akron pipe 604


14 6 1905


3,126.55


66


low pt , east of Fletcher st ..


1 1906


84.16


Vinton st., southeast cor. Cedar park ..


12


12 Akron pipe


.


.


..


2 1903


272.82


12


44


. .


1|1903


109.86


1 20


92


60


2


1 1905


630.72


Vine st., Myrtle st. to Essex st




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