City of Melrose annual report 1893-1895, Part 47

Author: Melrose (Mass.)
Publication date: 1893
Publisher:
Number of Pages: 1038


USA > Massachusetts > Middlesex County > Melrose > City of Melrose annual report 1893-1895 > Part 47


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9 90


Boston Journal, advertising,


6 40


$91 30


Office Furniture and Expenses.


F. H. Baxter, clerk, . . $144 00


Emma L. Leighton, clerk, 73 00


E. M. Fisher, typewriting, 20 25 Mabel Washburn, typewrit-


ing, . 3 00


E. K. Bordman, clerk, ·


100 00


Services of inspectors, mak-


ing plans and estimates, 212 25


$552 50


Orpin Bros., desk, 46 25


J. H. Pray & Sons, oil cloth, mats, etc., 100 00


C. H. Hutchinson, level rod and repairs, 22 50


Mass. Manf'g & Electric Mfg Co., table, 18 50


J. J. Mccullough, shades, 3 00


Amounts carried forward, $190 25 $643 88


284


SEWER REPORT.


Amounts brought forward, $190 45 $643 80


A. W. Parker, stock and labor, 5 50


D. R. Woodward, stock and labor, 6 20


W. J. McFarlin, lamp,


I 87


D. O. Morton, screens,


.


6 00


F. P. Baker Co., framing plan, 1 00


$210 82


Advertising.


Boston Herald Co., adver-


tising,


$II 12


Globe Newspaper Co., ad-


vertising, .


10 00


Engineering Record, adver-


tising,


6 00


Melrose Journal, advertising, 21 70


Melrose Reporter,


2 00


50 82


Printing, Books and Stationery.


Dunton & Potter, printing


reports,


. $165 25


Dunton & Potter, specifica- tions and contract, . · 114 20


W. W. Winship, mail bag, . 4 50


Frost & Adams, engineers' implements, . 76 18


H. Partridge & Co., station- ery, . I 00


Boston Blue Print Co., paper, 2 20


C. W. Ellison, rent P. O. box and stamps, 38 50


Amounts carried forward,


$401 83


$905 44


285


SEWER REPORT.


Amounts brought forward, $401 83 $905 44


Larrabee & Stearns, tele- phone service, 13 95


W. D. Hunter, supplies and traveling expenses, 22 09


Books, printing statements and blank reports, . 189 50


Geo. F. King & Merrill, supplies, . 79 85


F. W. Barry, Beal & Co., supplies, . 24 40


Allen Bros., rubber stamps, 5 10


J. E. Ricker, blank books, I 25 H. W. Clark, sewer glasses, 2 38


C. H. Hutchinson & Co.,


tapes,


2 00


742 35


Engineers' Services.


Walter C. Stevens, . $2,155 00


Arthur G. Worthen, ·


182 00


Chas. F. Woodward, 67 50


2,404 50


Superintendence.


W. D. Hunter, salary, $1,319 86


S. F. Howes, horse and


buggy,


321 75


1,641 61


Inspection on Work and Pipe, Labor and Teaming.


Inspection on work pay roll, $2,826 50


Inspection of pipe, labor


and teaming pay roll, 2,021 95


Private sewers, labor pay roll, . 3,712 40 Maintenance, labor pay roll, 166 39


Amounts carried forward,


$8,727 24


$5,693 90


1


286


SEWER REPORT.


Amounts brought forward, $8,727 24 $5,693 90 Otis st. drain, labor pay roll, 261 71


Otis st. extension, labor pay roll, . 216 49


Street repairs, labor pay roll, 284 89


Crescent place sewer, labor


pay roll, .


20 81


Lynn and Boston railroad, labor pay roll, 14 12


$9,525 26


Cement.


Waldo Brothers,


$3,950 15


S. E. Benson & Co., 20 20 . - $3,970 35


Pipe.


Perrin, Seamans & Co., $6,951 .81


Portland Stoneware Co., 30 64


S. E. Benson & Co., 87 62 $7,070 07


Brick.


Bay State Brick Co., . . $131 25


Andrew W. Bryne, 2,070 61


Lyman E. Pierce,


3 33 $2,205 19


Freight.


Boston & Maine R. R., $2,305 86 $2,305 86


Expressage.


Eastman's express, .


· $19 50


American Express Co., . I 40 20 90


Amounts carried forward,


$30,791 53


287


SEWER REPORT.


Amount brought forward. $30,791 53


Iron Work and Sundries.


Osgood & Hart, castings


and flushers, . $1,054 18


Concord Iron Foundry, cast- ings for man holes, · 897 65


Perrin, Seamans & Co.,tools, 566 12


Perrin, Seamans & Co.,


sieves, 8 19


Perrin, Seamans & Co., jute, 92 05


Fairbanks Company, testing machine and moulds, ·


112 50


Fairbanks Company, scale, 6 13


F. E. Fitts, pine bungs, I 80


J. P. Deering & Co., lumber, 131 74 Clement's Emporium,


cheese cloth, . 7 53 . F. G. Houghton, cheese cloth, 23 05


G. L.Westgate & Son, cheese cloth, 13 47


H. J. Perry, hardware, .


47 33


Gravity Flusher Co., royal-


ty, 1894, . . 273 00 Gravity Flusher Co., royal- ty, 1895, . 196 00


W. A. Goodno, labor, . 27 43


J. B. Margeson, labor and stock, 4 75


Automatic Register Co.,


register, · 23 85


Amounts carried forward,


$3,486 77 $30,791 53


288


SEWER REPORT.


Amounts brought forward, $3,486 77 $30,791 53 Dodge, Haley & Co., M. H.


rods,


$82 50


Thos. McCoubry, repairing tools, 47 35


Clark & Co., compo. ends, . 44 00


A. C. Simms, sewer hoes, . 25 00


J. W. Mann, " rods, . 31 60


Scrannage Bros., bib cocks, 48 00


S. E. Benson & Co., coal and wood for pump, .


16 54


S. E. Benson, rent of yard, 300 00 Geo, Newhall, rubber boots, 9 00


A. W. Lynde, team and gravel, 29 10


R. Philpot, gravel, 4 20


C. L. Hoffman, concrete and gravel, 21 63


Trueworthy Norris, teaming


gravel, Otis street, . 227 25


C. T. Fernald, gravel, 3 90


S. & R. J. Lombard & Son, covering stone, 13 50


S. E. Benson & Co., teaming cement, 4 00


Chas. A. Ripley, stock and labor, 7 05


Brock Bros., soil pipe and supplies, . 364 63


Burnett & Co., soil pipe, .


160 50


S. M. Scribner, supplies, .


II 48


A. W. Bryne Construction Co., use of steam pump, 33 63


Amounts carried forward, $4,971 63 $30,791 53


289


SEWER REPORT.


Amounts brought forward, $4,971 63 $30,791 53 L. F. Hinckley, oil, salt


and candles, 22 74


Bugbee & Barrett, bags, 20


Kaulback, Miller Co., sup-


plies, 9 23


New England Water Pipe


Co., lead lined pipe. I2 10


A. W. Parker, stock and labor, 2 15


A. W. Chesterton, repairs on boilers, 75


Holbrook & Norton, oil, . 96


Town of Melrose, water de-


partment, water and con- necting flushers, 380 58


Town of Melrose, highway department, repairs, 800 00


Town of Melrose, highway


department, pea stone, . II 25


Town of Melrose, highway


department, repair of drains,


34 50


George Holmes, building manholes, 114 50


Bernard Hellrich, building


manholes,


9 50


6,370 09


Contracts.


Frank L. Allen, .


$11,673 91


Andrew W. Bryne,


45,517 56


$57,191 47


Amount carried forward,


$94,353 09


19


290


SEWER REPORT.


Amount brought forward, $94,353 09 Claims and Land Damage.


C. L. Hoffman, repairing


lawn, 50 00


A. McBeth, repairing, H.


J. Philbrick team, 6 00


J. B. Johnson, repairing H.


J. Philbrick team, . 3 75


Wm. Morss, land damage, 200 00


Eben A. Walton, land damage, . 350 00


J. Thomas Baldwin et als., land damage, . 325 00


J. Leslie Woodfall, consult- ing engineer, services, 33 00


Brackett & Roberts, legal services, . 7 00


Frank M. McLaughlin, serving


notices,


3 00


Salaries. $977 75


S. E. Benson, services as


commissioner, 50 00


John Larrabee, services as commissioner, 50 00


L. F. Hinckley, services as


commissioner, 50 00 $150 00


Interest on Bonds


June, 100 coupons, . $2,000 00


December, 150 coupons, $3,000 00


$5,000 00


Amount brought forward,


$100,480 84


1


291


SEWER REPORT.


Amount brought forward, $100,480 84


Contra.


Balance on hand, January


I, 1895, . $8,523 22


From sale bonds, Nos. 76 to 160, inclusive, 85,000 00


From premiums,


5,342 50


From accrued interest,


623 33


From highway department


for pipe, . 52 99


From highway department,


for engineers' services, . 125 00


From water department, for pipe, 41 67


From G. F. Allen, for pipe, 4 14


A. J. Burnett, for pipe, ·


I 34


From Perrin, Seamans & Co., for labor, 28 13


S. E. Benson & Co., pipe and cement, 102 00


From private sewers, . 5,349 79


1 $105,194 II


Unexpended balance,


$4,713 27


$105,194 II


292


SEWER REPORT.


RECAPITULATION.


Received from sale of 160 bonds, $1,000 each, $160,000 00


premiums, 10,155 50 16


66 accrued interest, 1,340 OI


66


66 private sewers, .


5,349 79


66


all other sources,


730 27


$177,575 57


Expended for construction, 1894, . $72,381 46


1895,


. 94,553 0I


private sewers, “ . 5,651 73


maintenance,


.


276 10 $172,862 30


Unexpended balance,


$4,713 27


ST.


PERKINS


ST.


ST.


YOULE


ST.


LEEDS


OTIS


ST.


ST.


VINTON


CHARLES


OAKLAND


ST


LINDEN


PL.


SETH E BENSON L. FRANK HINCKLEY}


3040


COMMISSIONERS.


JOHN LARRABEE


EMERSON


ST


ST


PINE 6- ST


CEDAR


ST.


6


TMELROSE


ST.


30บ


PK.


CEDA


ST.


ST


MAPLE


VINTON


HO.HIGH ST.


ST.


Sr.


30


HIGH ST.


ST.


G' FOSTER


ST


ST.


6


ST.


SIBLEY


CUTTERS


TAPPAN


ST


P


8


ST.


1


5


6


WHITTIER


FLORENCE


ST.


ST


ST.


ST


AVE


to


COTTAGE


CIRCUIT


ST


SI


CHESTEM


WYOMING 10" AVE.


A DAMS


FLORENCE


5


GILBERT


ST.


i WYOMING


PL


7


ST.


EVERETT ST


Si


ST.


TRENTON


WAVERLY


CRESCENT


PLEASANT


Plan of serrers in the


TOWN OF MELROSE built in 1895 by AWBRYNE, CONTRACTOR. Scale 250 £ : / in .


Syone ham


Melrose


POPLAR


6. PARK


CEDAR


ESSEX


Town line


PROSPECT


MAPLE


SANFORD 8


ST G.


SANFORD


ST.


ST. 6°


ST.


CLEVELAND


HURD


TRENTON


CIRCUIT


LYNDE AVE.


10"


10


BERWICK


Sr


GRUNDY


OST.


ST.


WASHINGTON


RUS SELL


AVE.


MAIN


WILLOW


ST.


MYRTLE


BAXTER


F


RAVINE ROAD


WYOMING


6


1


PARK


ST


Superintendent's Report.


MELROSE, MASS., January 1, 1896. To the Board of Sewer Commissioners of the Town of Melrose.


GENTLEMEN :- In compliance with your request I herewith submit the first annual report of the superintendent of sewers of the town of Melrose:


Appointed to this position March 15, 1895, my first duties were to prepare forms of specifications and contracts for the construction of a section of the sewer system of the town of Melrose, and for the purchase of material to be used in the construction thereof (pipe, brick, cement, manhole castings and steps).


SEWER PIPE.


The pipe used this season was "Granite" pipe, Knowles, Taylor & Anderson, makers. All pipe received was thor- oughly inspected, and all pipe of an inferior quality rejected and removed from the yard.


On account of the difference in the discount obtained on special and on standard pipe (the standard pipe being much cheaper) I used standard pipe in all dry trenches, and by so doing a considerable saving was made. When the work was begun I carefully took account of stock of all kinds, and charged this to the inspector at the yard. All material pur- chased (excepting brick) was delivered at the yard and a re- turn was made daily of all stock received by him, and no bill for stock was approved unless such return was found on file at the office with proper voucher. A regular debit and


294


SEWER REPORT.


credit account was opened with the yard, all stock purchased being charged, and all stock delivered to the work credited. A similar account was kept with each street, and in this way I was able to trace all stock and see that the same was prop- erly used. I think the tendency of such an account is to make all parties concerned more careful and economical, and prevents the waste common to all large public works.


The following table I think is self explanatory. It shows the total amount of stock purchased or otherwise obtained, the amount on hand March 15, 1895, the amount used and otherwise accounted for, the amount broken in the yard, the amount destroyed on the work (which will be paid for by the contractor at the time of final settlement) and the amount on hand January 1, 1896.


Stock account for the year ending Dec. 31, 1895.


Sewer Pipe


Underdrain


Damaged Pipe


Soil Pipe


Miscellaneous


Materials in stock accounted for


5 inch


6 inch


8inch


10inch


12inch


15inch 18inch


20inch


24inch


Sizes used


Sizes


Sizes


M.H. steps


Castings


Cement


Brick


Pipe


Y's.


Rend


Ts. Incre's Pipe


Bends Ts.


Pipe


Y's. Bends


Pipe


Y's.


Ppe


Ys. Pipe


Y's Pipe


75



5 6


8


8"


12"


15 18° 20 24


4


5"


Staple Roos Mig M.M.


Private Clean. Flusher Desho Boras Covers Tanks


Port. Ros.


M.


Amount on hand March 15, 1895


12


2541


3 3151


37


221


16


11


4


156


12


366. 1680


1999


184


112


2020


996


200


21


1380


Total to account for


11245


885 1390


37


10 19641 1795


57 39 7908


853


14


+221


345 1892


156


60


246


14


392


84


1


17 9872 6842 +346 1444


184


153


2010


22 1108 21/


21


20


14.68


Streets on which stock was used


Stock used in construction on A. W. Bryne's. contract.


Adams St. Myering Are Sa.


Baxter


St


26


1


1


28


22 9200


Cedar Park


" North


12


10


4100


2 . South


Circuit


St.


Cleveland St.


Buster Sanford.


Sanford - North


Cottage ..


.


Mxeming Are - North


2


South


Charles


St


Otis St .- North


-


S


6


1500


Emerson


SI


21


240


....


262/150


Florence SY


Wyoming Aro- Nent


Nord- Foster


24


Foster St


Cottage St Last - Most


St.


9 2.500


High North


St Priests land and Rede DE


20


South


10


Pr North


.


Vinters JP Last


SI


Leeds


112


4


8


$ 1600


Maple S


Cleveland St Cast


140


2 2000


:


Sanford SH MENT


Oakland St


Charles St. Cost


1 360


2Kg


ali's


=


1


*> Drain


14. 2976


Perkins


24/0 5og


Pine


S/


12.


Poplar


Maple St. North.


425


-


20


12


Prospect St.


Sanford


5+ Florence St- Clerckand


12.61


Toppes St. List.


1526


.


Mairieest. nest


Tappan. Trenton


SY


Meaning Are South


- - Hurd St_


=


Hold Sy- Foster St.


14


12 0000


Vinton


Emerson St- Perkus.


678600


Cedar Pick South


162


1 2500


- Mont


22


2


4


2200


Waverly Place Whittier St.


Wyoming Are - Barter


Wyoming Are


5120000


Youle


Total on A.M.Bryne's contract.


923


1247


18


10 7165 532


1 4 7167 307, 1100


49 12 1


830


84


21


81 15


6


747 185


31 1196


74025983


Stock used in construction to complete F.L. Allen's contract and repair of servers.


Main


St Grove St South


Late Are.


Tement VY Last.


16


Azpics Last of Kain


Efoster


Essex


Atstof Mille


1


Berwick


Ordin


Main


St. St. Server." & Carters drain


Extra work on EL Allen's contract


Total on F.L.Allen's contract: 20


Stock used in construction on miscellaneous work


Crescent Place


B. work_raising_ Manholes


Cottage_ SÍ - Sufoco drain


Orate Servers


136


3


18


18/1606


Total on Miscellaneous work


8084


196


379


Grand total on all works


8000


2 16 355 1355


7185


5 +182


307 1217


6


28


Broken in Yard


16


Teusferred Sold


Recount on hand Dec. 31 1895 Total accounted for


1842 1245


1390


37


10 19641 1790


39


7908


14


32 $221


1892


65


240


14


392


1


17 9872


6842 4346


14+1


187


150


சீ


21


2016


22


1108


211


21


20


53 /468


808 29050


1


110


181


9


16


3700


114


1


122


256


262


Jo


1.70


19


/84


Chester


100


200


6


700


£ 1800


11


162


598


2500


126


114


Hurd


117


.


2


272


86


4


-


12


18.6000


Private land of DL Taylor


- Drain


2000


SI


42


4.29


2


2


600


160


182


6


616


46


10


17 6600


7 6968 4810 02/4


196


22


12


34


2


6


31 /0270


15


117


6


6


60


18


14


N


2006


297 194


Broken on works


20


ʻ


24


.


2


667


3/


16


7


2.0


1.5519


2892


1826.


1926


155


184


" transferred from other accts.


380


10 17079 1795


ST


16/7691


816


14


28


100%


827 1259


138


226


1


12 9506


1800


2268


062


98


456


+16


622


2.5


13


2 5575


1


12


11 5000


St. Hurd. Foster


2


2800


26


10


126


9


=


Pintor Se nest


.


774


24


286


360


Foster 5/ 1


-


10


6


19


2670


Grove SI


112


-


1876


2006


18


24/2020


16


11


14


8/7


1


12


/


Y's Vipe


Y's


Pipe


Y's.


Bends


6"


2050


" bought as per invoices


108


1


14


3600


126


Linden


14 2650


151700


1.2000


725


4


2.700


20 /500


775


1


60


2


Y's.


21


60


₫62


.


123


124


12


190


2290


Grundy


295


SEWER REPORT.


CEMENT.


All cement used in construction has been tested by means of the Fairbanks testing machine and found to be of satis- factory quality. Portland cement, Brooks Shubridge, brand, was used for all pipe joints and the bottom of all manholes, also the tops of all manholes were laid in this cement. American cement ("Hoffman" brand,) was used in dry places. (For number of barrels of each kind of ce- ment bought and used, see table of stock account.)


Note. The nine barrels of Portland which appears on the foregoing table as being sold to, and twenty cask of Rosen- dale cement which appears as being bought of S. E. Benson & Co., was in reality an exchange for the accommodation of this department, the exchange being made in this way to simplify accounts.


BRICK.


Bricks were "up and down" hard burned brick of a cheap quality ($7.40) per 1,000 delivered on the work. Although hard and making good strong work, it is a question in my mind if a pallet brick at an increased price would not be cheaper in the end, as the bricks used last were (and in fact all cheap brick are) very brittle and a large number of bats were unavoidably wasted.


MANHOLE CASTINGS


Were obtained by contract of the Concord Foundry Co., of Concord, N. H. The town purchased early in the spring a new and extra heavy steam road roller. I therefore in- creased the weight of these castings from 416 pounds to 500 pounds. The covers have not been entirely satisfactory. Many of them have been found cracked, and as a result a demand was made upon the Concord Foundry Co., to re- place all covers found broken, which they did.


296


SEWER REPORT.


SEWER CONSTRUCTION.


The contract was awarded to Andrew W. Bryne of West Medford. On April 25th the bond was approved, the con- tract executed and the work begun.


The first opening was on Emerson street, at the junction of Essex street, the work extending westerly across the tracks of the Boston & Maine railroad. In order not to in- terfere with the usual travel, it was thought advisable to tun- nel the tracks, owing to the nature of the material (fine sand) and the large quantity of water encountered. This proved to be a difficult work. It had been in progress about a week, and the centre of the tracks reached, when the roof of the tunnel "slumped" and the' "heading" was lost; this damage was repaired, and the work carried successfully to completion, under the supervision of the contractor's repre- sentative, Mr. James L. Bryne.


The following week two other openings were made, and the force employed was steadily increased until six openings were in operation. The sewers, although not so deep as last season, were either in ledge or very wet ground. In ledge the pipes were laid in concrete as a precaution to insure them from being broken by the excessive weight of the back filling. In the wet ground the pipes were laid in what is termed a cradle, as is shown by sketches on pages 298 and 299. This method of laying pipe was adopted by Mr. George A. Wetherbee, city engineer of Malden, last season, and owing to the very good results obtained by him was tried here with success. This method of laying pipe not only diminishes the leakage of ground water, but is also an additional foun- dation and prevents settlement, with which we were troubled to some extent last season. ·


On Wyoming avenue, near Trenton street, and on Hurd street, from Circuit street to Cottage street, the material


TABLE SHOWING COST OF BUILDING SEWERS UNDER CONTRACT WITH Andrew W. Bryne , DATED APRIL 25, 1895.


Number.


Earth excavation


Rock excavation


Masonry


Paring


Spruce lumber


Sewer pipe laid


Chimneys Underdrain Extra work


Streets sewered in 1895


0-8


8-12


12-16


16-20


0-8


8-12


12.16


16.20


Forick


Concrete


Bost, bloch


Sheeting left in


8 in


10in


12 in.


15 in


20in.


24. in.


5 in.


1-6 in


Gost + 15%


1 Adams


St. Wyoming Are South.


29241


179.012


Baxter


100$70


435220


1787


65178


116.56 58280


11.72. 2086


2.1/70 13para


10850


415.75


61575 63830, 6838


4


= " South


ZAJ11 LASRL


132.51 662.55


915


4875


2,50


G Circuit


St


55782 334/0 5/09


Glereland


Buter - Sanford


40757 298502


5.75


Jenford - North


502.41


Sarete 52.67


16,50


66.50


10,050 LORO


11940 58:00


23450 109 760 10.192 142509


722.23


222%


102.00


10.20 22000 /08600


10


Wyoming Ore . North


.


" . South


28102 centa


47 57 12/53


2185


10200


12.37


618.5


12.94 64.20


9.747


1/421


26.59


21659 133.10


13.310 100.000


10,000


JOMO


$45600


14 Chester


438 57 18957


10950 20202101010


2004 3/001


16 Emerson


Essex . Hext


27525 195.74 195.70


3227 48555 144/16. 72080


56,41


182,00


2752 16512


32.86 262.88


40.15 38.220 229.500 05.200 179.000


14.800


192.500 893.51


89.451 4728.5 47255


562.643 84.396


11340


20200 106.050


17


Florence


Meaning Aco. North


per04 245019 4697 35225


6565 29196


13.600


16200 64800


48816 450.00


45.000


48.200, 268.00 24.800


31.00


360


45600 75.900


19 Foster 20


Gastage fast


13125


22/70


6.23


3.4.20 20.000


150,00 15.000


21 Grundy


22


Private land and Cedar Park South


197.09. 118.244 1.50


1155


188005


56.18


250,90


24


East.


LIZZ 9435


505.0694.60


24.82


10210


6475 JA.8.50


16/33


25


- North Vision St East.


=


2008 1284


0,20


150.00.225000


28 Linden


PI


29 . able


173-66 /2252


30.


17553 /7483


32 Jaklaud


-


2


59.55 287.7.5 52.746 262.70


406 24.06


10.671


64026 6141 30.740


4.3219 172876 30.621 -398983


183.75 48.37.5


118875 177.502.


35 "


Brain.


88.00


892.00 /88500


37 Pine


251 26546


20769 2038.415 9198 459,90


10150


bayan


Maia 20100


€15.00


239.65


5.00


4400


30


90 -citate load of AL. Taylor


11.


" Drain


St


700.03 420055


16.27.12.202


213.36 106680 16360 818.45


5.05 20.00


14.110 84160


8722


48610


1040.00 10100


293.25 29.185


44


Tappen - East


172.77 103642


12.00


4.500


1.5


Whittier - Hest.


16


-East


2.5297


4.50


1750


4 768


28608


3.331 11655


41978/19-191


21.02/


667.3.3 66933


F3.300


78950


48


Wyoming Ats- South


104.00. 76225


8.580


27195


2.268 90.782


6.287581738 630.50


63.c.5o


49


1.1124 44496 2890022570


$90.59 399.58


50


38.00


12de 348.00 115.244


Emerson Arka


JA -188 X12: 25195 19462


9957 49765 7820. 39/05


8744 2414


18.000 108010 26 807 14025


6.04.20613


55 67200 100057


181.00


1810 916.00 137400


2456 10780 3965 19825


5220 76820


200.00


20.000


53 54


=


166.46 100126 1.32 .990


62,00 310.00


5.90


J$280


2 330 11650


2.5391


0229


27224


21980


2.3.310


15.200


21920 Ullao


4. 492 58,201


26+47 33761


26.447


57


** Barter - Non


10360 112.160


.


189,00


28.350


SIyamine


1778.001011.200 87130 379845


175


19.211


96 20


006


12.000


72.000 7.278 38890


891.22|89172


30.005/ 20020115/2/55 1965806 19250.6.1825,06. 8020,03 602,003 496855 49685 125069 187.6.2 20700


37.26


88.00 17.600 922.90


92.290 15 484,18 23224


2388346155300 397697 2982718 49734 497.34


J2.47


48,535 1950.70 9753.50


717.60 358.00 138.89 833,34 109.65 87720 10.96 120.50


5012503007500 225.421/627.105



116.00


17.000


9


Cottage


Hard - Foster


64192 345058 20173 221297


5.682


6175 77050 2720 13.600


11


2576 8A104. 2018


Esogal 21875 26120


e Charles


aria - North.


128.00


150,00


13


Ne . Emerson


290:5 20445


4714


12


48ENT


18


Hard- Foster


67331 4040010 21491 164183


10,405


62430


7 818 26,980


1.292


16.796 482,05


4620


650,60 65065


18,00


1.80


20100 24209


High


14735331010


23


=


Total amount of contract 479/3.22


3


Cedar Park. " North


99795 598710 17280


128600


2419


13.3.36 66620 100


500


4.220


1900


RIO5 45895


45158 4.9.55


5.280


6864


62618 62818


6007€ 60074


LinH. Aimt. 010


Lim. Pt. Ami's


Lin.f. Arris


Lin.f. Amt.


Lin.fr. Amt. Q.20


Varit Amt 0 . 10


LIMA: Amt 0.15


TIME AIRE


7431 17400


2985 +5170


2770 13.600


$3500


19.500 117240


29.150


56015


25.727


$3.00


3.20 1861 55 15833


6-8.19 900- 22


7885 47810 2220


5.400


La50, 7750


IMA @30011


B.M.


640


B.M.


@13.1


Linf. Amt.


Guyds.


Art. 0,60


Guyds.


Guyds.


@ 100


1.50


0.5,00


0.5,00


Cu.yds. Amt.


@600


Cuyas Amto 0800


Guyds Amt. @11.00


Cuyds Amt. @ 600


Cuyas Amico 05.00


Sc.ydsAmt


and secured


6 in.


Inplace


20-26


Guyds Amt.


Guyds Amt.


Amt.


Cu.yds Art.


2


7


St.


36945


266.00 58.800


28.07-


2.532 1.8960, 75880


7082 28.368


199.98


19998


200


.


10.490


62960


.390


250,00


26 Hurd


116649 6614 25888 174.160


7403


7400


1.22 110


27.210 119860 18670 94.350


4:0020 192680 25682 333816


566,00 66.605 74770 10/65


1.510 110.73


13023 10/65


3.111 15553


28761 99.766


44717 41717


Jal05 30.195


14.70


33


80235 40335


21.00


2.10


34 Otis


920559 552214


497


21.098


19.21


96.05 1197 5885


5602 25000 5.31 4155


71700


19890


11.896


7.37/ 4.274 2/370


1.9188 76.752 .2/9 Z.847


3,5200 JK104


Trenton


63800 95700


6,505


29.030


2.720 /1600


10.625 64050


45220 58920 60868


SL Vinton 52


Dieser Part Sout


162.00, 97328


977


2.94


2.20.5


72.56 362.50


1.03


535


4:00 410


474.00. 21100


56 Whillier


204.96 121/16


TO /1 24805


591 Youle St.


123084 6 15 904


155.60 116.200


16.45


16.73


52,00


2.1001 0/650


9.93


12.000


1.20


1Saco: 15.000


1120


24720


1.835


Sanford - Settelse


12.355 70130


2.750


16.880 5055 25275


36 Perkins


2100


2.10


.


Caracasne- Satte


293.80 21638


126015 10119


92.44 69.230


29400


220.09 23.001


8.180


3772


J726


Prospect


77.00


2.7g


43 Sanford


Evrence-Cleveland.


-


.


-


11/08.2016


2411/40


9400 20,500


16845 67892 2 2160 28.808 422.00 470


17 Lappen


818.71 897224


8466 63495


$41.00 51150


113.00, 16.950.


27 Leeds


.775 1.590


18.690


23JJJ


2.722


1.845


14070


1166


10.000


116.6


5.875 32.550


45600


7488 040 2006


72.00


220 131270 192050


13070 0240


2020-12060


---


" Nocle


5100


1.662


18688


45160 45160,2020 25200


26.00


2448


16.00 15:00


2.92a 14600


15 Cutter


68.700


22.57


LinA Amto 6.10


Table showing total cost of sewers built in 1895.


1 Number.


Streets Sewered


Sewers built by


of


of


Subdrain


No Manhole


No Chimneys


Flushers


Cu yds.of


excartion


Cu yds. of


Excavation


Cost


Labor


Material


Cost of


Insp. @194


Cost of


Yard Insp. &


Teaming@05


Total


Cost:


Cost per f.


Remarks.


Adams


St. Wyoming Are South


7


A. W. Bryne.


13500


134712


8


89


1


14667


982200


49813


2 6 1.50


6239


1808482


3


Cedar Park


4.


6:0


125405 1-5 12455


8


74


1


119524


158.28


2042067


532.37


24328


6210


2857417


2298


5


South


G Circuit


St.


4


Barter - Sanford.


1


G


60074


46


1


2


48


55608


45.5.766


179.47


10994


.2883


774.006


3611 1751217


1846


601 359


1629


Charles


-


042; Marth


6


128.00


$200


10


1 9453


28,40


245674


23.771


2483


140


350674


17


Chester


7


6


18957


181.00


1


16


150.70


154464


89.43


3624


290144


15,30


212246


9401


6000


45.50 381906


123/ Wease Lid in concert


17


Framing Acc - North


4


6


45000 1-5


$5800


2


93


1 45541


561595


19435


8230


27.50


865745


4


6-8


75005 7.0


$86.00


12


20


888.25


908698


109.51


14550


37.50


14.01.208


Compe-Last.


4


-


2/ Grundy -


7


High


A


23


South


24


4


: North Linton St - Last


7


26 Hurd


4


27 Leeds


4


28 Liadaz


4


6


10065


120,00


4


16


312.63


279937


10585


5832


15.03


459137


1.527


30


-


.


Sanford : North List


4


6:8


133611


2


92


699.21


71.82


1001.922


75800


264,20


1684922


1.261


35


1920


6


40325


1185.75


1183.25


86


925.46


1518.583


64454


22465


59.18


2451953


22.50


161202


1914


Dine


38


4805


39


Maple- North.


10 Private land of ALL. Taylor


4


8


17721


12200 1


20


20830


6.28


324298


12222


2.2.18


545628


LUKT


42 Prospect


St


4


6


1040.00


28


32


716.30


32210


2592740


311.39


20176


52.00 3157.890


29385


214.00


1


22


308.59


3.19875


107.70


5300


14.69


49.5266


25


4


..


1


.


7


6


67050


628.00


#2


60212


791.492


277.87


12232


176.85


7752


19.98


727962 1944


.521


.


Cadar Park-South


A


6




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