USA > Massachusetts > Norfolk County > Norwood > Norwood annual report 1911-1914 > Part 51
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Labor,
209.00
Pipe and fittings,
593.36
Teaming and tools,
15.07
Insurance,
8.36
825.79
Totals carried forward,
$1,768.15
262
Totals brought forward,
$1,768.15
First Street,
Labor,
168.00
Pipe and fittings,
176.07
Teaming, tools, etc.,
10.60
Insurance,
6.72
361.39
Second Street,
Labor,
305.32
Teaming and tools,
53.40
Dynamite, Pipe and fittings,
220.48
Insurance,
12.22
591.42
Phillips Avenue,
Labor,
66.75
Pipe and fittings,
134.73
Tools and teaming,
2.50
Insurance,
2.67
206.65
Elm Street,
Labor,
458.75
Teaming and tools,
27.86
Pipe and fittings,
568.25
Insurance,
18.35
1,073.21
Pleasant Street,
Labor,
319.35
Teaming and tools,
13.85
Pipe and fittings,
385.67
Insurance,
12.30
731.17
Totals carried forward,
$4,731.99
263
١
Totals brought forward,
$4,731.99
Service Pipe Extensions,
Labor,
334.00
Pipe and fittings,
651.41
Insurance,
16.12
Auto and teaming,
30.00
Tools,
20.00
$1,051.53
Filtration Plant at Westwood,
Payroll, Labor acc. of Clearing Grounds,
78.75
Relocating Water Pipe,
47.15
Relocating Shed,
136.50
Erecting and removing Derrick and mixers,
355.94
Excavating for Filtration Structure,
1,322.85
Concreting Structure, Walls
3,383.51
Screening gravel and laying eight- inch pipe,
1,213.92
Laying pipe lines-outlet and drain off pipe,
212.00
Spreading sand,
543.25
Back Filling and Grading,
122.82
Cartage of Tools and Pipe,
30.86
$7,447.55
Teaming,
On excavation,
523.94
On pipe and tools,
46.30
On grading and concrete,
24.05
$594.29
Tools
Screens-Tools, Wire and nails,
141.24
Rentals of Derrick, Boiler,
424.93
Concrete mixer,
290.50
Cartage,
160.00
$1,016.67
Totals carried forward,
$14,842.03
264
Totals brought forward, Moving Shed, Repairing Shed,
$14,842.03
$449.94
258.97
708.91
Lumber,
315.51
1337 1-2 bbls. of cement,
2,058.65
Coal,
226.40
Special fittings and labor,
215.12
Bends, Fees, and fittings,
94.33
Gates and gate boxes,
236.30
Lead,
30.00
Vitrified Pipe,
201.05
Cast Iron Pipe,
304.44
Castings,
22.39
Crushed Stone,
522.00
Engineering,
300.00
Auto supplies,
77.08
Advertising and stationery,
3.76
$4,607.03
Wells.
Additional Construction
Labor, trenching from
Brook to wells,
91.25
91.25
Station Building,
Final Payment on acc. of Pumping machinery,
733.33
Railing, pumping, machinery and motors,
102.80
Painting, floor and walls,
52.56
Rubber matting,
37.50
926.19
Engineering.
Account of 1912 construction
Consulting Engineer,
200.00
200.00
Totals for Construction,
$21,375.41
265
Sinking Fund Investments.
Cr
Receipts on account of Notes paid,
$12,955.00
Securities sold,
23,435.00
Balance Investment Ac. Jan. 31, 1914,
39,246.08
$75,636.08
Dr.
Investments Jan. 31, 1913,
$35,902.43
Notes purchased.
Town of Norwood Note No. 96,
$4,600.00
Town of Norwood Note No. 102,
8,835.00
Town of Norwood Note No. 104,
10,000.00
$23,435.00
Receipts from notes paid
Town of Norwood Water Note,
2,200.00
Town of Norwood Water Note,
1,000.00
Town of Norwood Note No. 13,
9,755.00
12,955.00
Appropriation from
Receipts of Water Dept.,
2,000.00
Income
Interest on Securities,
Town of Norwood Water Notes,
320.00
Town of Norwood Water Note,
77.00
Town of Norwood Note No. 13,
357.68
Town of Norwood Note No. 104,
149.03
Deposit in
Norwood Nat'l Bank Sav. Dept.,
147.10
Inst. Savings Rox. and Vic.,
42.01
Home Savings Bank,
40.20
Suffolk Savings Bank,
42.33
The Boston Five Cent Sav. Bank,
40.80
The Franklin Savings Bank,
42.42
Warren Inst. for Savings,
44.52
Dedham Inst. for Savings,
40.56
1,343.65
$75,636.08
266
Investments of the Sinking Fund.
Securities :
Town of Norwood Note No. 96, $4,600.00
Town of Norwood Note No. 102, 8,835.00
Town of Norwood Note No. 104, 10,000.00
Town of Norwood Water Loan
Notes No. 129-No. 135 inclusive,
7,000.00
Deposited in:
The Norwood Nat'l Bank, Savings Dept., 1,126.89
Institution for Savings in Roxbury and its vicinity, 1,152.65
Home Savings Bank,
1,035.43
Suffolk Savings Bank,
1,160.89
The Boston Five Cent Savings Bank, 1,050.90
Franklin Savings Bank,
1,092.81
Warren Institution for Savings, 1,146.75
Dedham Institution for Savings,
1,044.76
$39,246.08
Respectfully submitted,
JAMES E. PENDERGAST, Town Accountant.
SIXTH ANNUAL REPORT
OF THE
Sewer Commissioners
OF THE
TOWN OF NORWOOD
-
B
269
REPORT OF SEWER COMMISSIONERS.
To the Citizens of Norwood:
The Sewer Commissioners herewith submit their seventh annual report. Cornelius M. Callahan was re-elected a member of the Board at the March election and the Board organized with the choice of Patrick J. Lydon, chairman and Cornelius M. Callahan, secretary. Joseph E. Conley was appointed clerk and superintendent.
Extensions and New Construction.
A. Pleasant Street Pumping Section.
At the adjourned annual town meeting the town, acting under the provisions of Chapter 90 of the Acts of 1913, author- ized the Sewer Commissioners to extend the system of sewerage in and throughout the Pleasant Street Pumping Section and to issue bonds to the amount of $50,000 to pay for such extension. The legislative act provided for an issue of bonds at 4 per cent interest; and, upon investigation, it was found that municipal bonds were selling at a much higher rate in a restricted market. For a time it looked as if the bonds could not be sold at that rate and that it would be necessary to postpone the extension of the system to a time when money became more plentiful. The Norwood National Bank, through its Board of Directors, gra- ciously relieved the situation by taking the entire loan at 4 per cent; and on June 25 fifty bonds of $1000 each were issued, payments to extend over a period of thirty years. The Board is glad, at this time, to express its appreciation of this public spirited action on the part of the officials of the Bank, and to thank them, in behalf of the tax payers, for this very practical , illustration of the value of the Bank to the community.
The estimated cost of that part of the system which was
270
finally constructed was $49,571; the actual cost, as shown in detail in the Superintendent's report, was $63,234.45. The increase of cost over the engineer's estimate has several causes.
1. It was the intention of the Board to construct three acres of filter beds to take care of the sewerage from the pumping section at an estimated cost of $10,500. During the progress of the work it was found that, because of the irregular shape of the area available for beds, it would not be possible to construct three acres and get good results in connection with the old beds. We concluded it was better economy and more advantageous to put the whole area, five and one-quarter acres, in condition for graveling and this was done. The entire area was stripped of loam and subsoil, embankments built, and underdrains and main carrier pipes laid at a cost of $12,313. Four acres of this area is charged up to the Pumping Section account; the remain- ing acre and a quarter to the Gravity System account. The estimated cost of completing the five and one-quarter acres is $9,222. Two acres at least should be graveled and put in shape for use as soon as possible in the spring.
2. The cost of the sewers on Dean Street from Pleasant Street to Pond Avenue, and on Pond Avenue from Dean Street to St. George Avenue was greatly in excess of the estimate because of conditions which could not be foreseen. The extreme depth of the sewer in these streets, together with large quantities of quicksand and water, made it necessary to use a great deal of sheeting and to lay the pipes in concrete. The water had to be pumped continually, bad weather was met with, and there was a large increase in the cost of materials and labor. Bad conditions were also met with on Pleasant Street from Dean Street to the pumping station.
3. Additional underdrains were put in on Heaton and Sturte- vant Avenues and this cost was not included in the estimate.
4. A change in the plans of construction of the collecting reservoir necessitated a large increased amount of concrete construction and there was an increase of cost over the estimates for the pumping machinery.
5. The cost of construction was further increased by the
271
fact that at a special town meeting it was voted to increase the pay of town laborers to $2.25 a day.
In order to protect the town from liability under the law for damages arising from accidents to employees and the public it was necessary to carry liability insurance on all the work at a considerable cost. Several small claims were paid by the Companies, the largest being $350.
Because of the increased cost of construction, the Commis- sioners were obliged to ask the town for an additional appro- priation; and, at a town meeting held November 28, $7,500 was appropriated to be raised on notes of the town. This money was borrowed from the Norwood National Bank on five notes at 4 1-10 per cent interest.
B. Gravity System.
At the adjourned annual town meeting it was voted to extend the sewers on Phillips Avenue from Winslow Avenue to Walpole Street, the cost to be met with from the Sewer Commissioners' treasury. This work was done at a cost of $1,309.90.
At a special town meeting held September 25 it was voted to extend the sewers on Hoyle Street from Everett Avenue to Walpole Street, and on Walpole Street from Winter Street to Walnut Avenue; and $4,600 was appropriated for that pur- pose. This money was raised on the notes of the town, payable October, 1914, and was borrowed from the Commissioners of the Sinking Fund at 4 per cent interest. This work was com- pleted at a cost of $4,600. All extensions of the gravity system were made as a result of demands on the part of abuttors.
All the work of construction, including the collecting reser- voir and excluding the small pumping station, was done by town labor under the direction of Mr. Conley and the supervision of Mr. Thorpe; and your Board feels justified in the opinion that the work was well done and at a minimum cost. On contracts for sewer pipe, cement, castings, pumping machinery, and the construction of the brick work of the pumping station, bids were called for under specifications drawn up by Mr. Thorpe, the engineer, and the contracts awarded to the lowest bidder. Bids for pipe were as follows:
Walter Smith & Sons
Portland Stone Ware Co.
Waldo Brothers
Parker Brothers
Size of Pipe
Est.
List
Disc. Amount Disc.
Amount Disc. Amount
Disc.
Amount
20 in. D. & W.
1,540 ft.
2.25
66% $1,178.10
662% $1,160.78
68% $1,108.80
682% $1,091.48
15 in. D. & W.
2,975 ft.
1.35
66%
1,365.53
662%
1,345.45
68%
1,285.20
682%
1,265.12
12 in. D. & W.
1,275 ft.
1.00
66%
433.50
662%
427.13
68%
408.00
682%
401.63
10 in. D. & W.
475 ft.
. 80
66%
129.20
663%
127.30
68%
121.60
682%
119.70
8 in. D. & W.
3,800 ft.
.55
66%
710.60
663%
700.15
68%
668.80
682%
658.35
6 in. D. & W.
900 ft.
. 40
66%
122.40
662%
120.60
68%
115.20
682%
113.40
$3,939.33
$3,881.41
$3,707.60
$3,649.68
15 in. Standard
450 ft.
1.35
67%
200.47
682%
191.36
69%
188.32
693%
185.29
8 in. Standard
6,900 ft.
55
67%
1,252.35
682%
1,195.43
69%
1,176.45
692%
1,157.48
6 in. Standard
5,000 ft.
.40
67%
660.00
684%
630.00
69%
620.00
692%
610.00
$2,112.82
$2,016.79
$1,984.77
$1,952.77
$6,052.15
$5,898.20
$5,692.37
$5,602.45
Contract awarded Parker Bros.
272
273
Bids for cement were submitted by Frank A. Fales & Co. and the Beaver Coal & Grain Co., and both bids were $1.85 per bbl. delivered in bags at the storehouses of the bidders, with an allowance of ten cents for returned bags. The contract was awarded to Frank A. Fales & Co.
Bids for castings, including manhole frames and steps, were received from The Sessions Foundry Co. of Bristol, Conn .:
Manhole frames.
$6.90
Manhole steps . .18
and from the Merrimack Foundry & Machine Co. of Boston:
Manhole frames
$9.34
Manhole steps .19
The contract was awarded to the Sessions Foundry Co.
The bids for pumping machinery were
$2,586.00
Charles J. Jager Co 2,612.00
Henry Worthington
Harold T. Bond 2,535.00
Power Equipment Co 2,535.00
The Commissioners considered these bids too high and rejected them and called for new bids, and the Power Equipment Co. of Boston submitted a bid of $2,175.00 which was accepted.
Bids for the brick pumping station were received from the M. W. Allen Construction Co. of Walpole ($1,331.00) and Forest M. Douglass of Norwood ($1,847.00). The contract was awarded to the M. W. Allen Construction Co.
In order to carry out the extension in the Pumping Section, it was necessary to take a right of way 20 feet wide, beginning at the Neponset River and running northwesterly and westerly 563.54 feet to St. George Avenue, and running northerly from a point on said right of way to Heaton Avenue. This right of way extends through private land and the proposed extension of Pond Avenue. Two parcels of land on the westerly side of Pleasant Street were taken in fee for a site for the pumping
274 -
station and collecting reservoir. One parcel, containing 37,650 square feet, was taken from Willard Dean and Mr. Dean has petitioned the Norfolk Superior Court to assess the damages. The other parcel, containing 16,000 square feet, was taken from the Geo. H. Morrill Co. and the officials of that Company have signified their intention not to claim damages for the taking.
Assessments.
The assessment for sewer construction of 1913 was made on December 31, and payments will be due March 31, 1914, unless the assessments have been apportioned. As the rate of assess- ment, heretofore, was computed on the basis of the cost and estimated cost of the gravity system only, it was necessary to make a new computation to determine the rate of assessment to be levied in the pumping section. The streets and ways making up the pumping section are as follows:
1. Completed Sewers.
Austin St. to Railroad.
Concord Ave. to Railroad.
Dean St.
Dean St.
Pleasant St. to Pond Ave.
Hartford St.
Austin St. to Tremont St. Wash. St. to Main Line.
Heaton Ave.
Pleasant St.
Dean St. to Pumping Station
Pond Ave.
Dean St. to St. George Ave.
St. George Ave.
Wash St. to Main Line
Sturtevant Ave. Tremont St.
Wash. St. to Main Line
Wash. St. to Railroad
Washington St. North
Washington St. South
2. Uncompleted Sewers.
Atwood Ave.
Wash. St. to Railroad
Oolah Ave. Cedar St.
Wash. St. to Railroad Wash. St. to Railroad Concord Ave. to Short St.
Washington St.
Wash. St. to Pond Ave.
275
Short St. St. Paul Ave. St. Mary Ave. St. John Ave. St. James Ave. Heaton Ave. Sturtevant Ave. Field Line Dean St. Pleasant St.
Wash. St. to Main Line
Wash. St. to Main Line
Wash. St. to Main Line
Wash. St. to Main Line ' Wash. St. to Main Line Pond St. to Wrentham Branch
Pond St. to Wrentham Branch
Short St. to St. George Ave.
Pleasant St. East.
Dean St. to Cross St.
Willow St.
Pleasant St. to Main Line
Hillside Ave. Allen Road
Pleasant St. to Main Line
Pleasant St. to Main Line
New Lenox St. Cedar St.
Pleasant St. to Main Line
Chapel St. to Railroad
Cedar Street from Chapel Street to the Railroad was origi- nally included in the gravity section and when the rate of assessment was computed the cost of that part of Cedar Street was included as a part of the cost of the gravity section. Later, it was found that by making Cedar Street a part of the pump- ing section a great saving would be made in the cost of construc- tion; and new surveys were made and Cedar Street made a part of the pumping section. The cost from Chapel Street to the Railroad, having been figured in the gravity section, could not be included as a part of the pumping section in figuring the rate of assessment.
The Pumping District also includes the reservoir, pumping station, and equipment, and four acres of filter beds. By vote of the town, one-half the cost of the system must be paid from general taxation and one-half must be assessed upon the estates abutting the sewer, 4-10 on frontage and 6-10 on area within a fixed depth of 100 feet. The assessment was computed in the following manner:
Total cost if Pumping Section to January 1, 1914: Street sewers, $34,581.12
276
Four acres of filter beds,
$9,335.57
Pumping station and reservoir, 16,224.04
$60,140.73
Estimated cost of Completing Pumping Section
Completing street sewers, $25,764.99
Completing four acres of filter beds, 7,026.28
Incidentals 350.00
Estimated land damage, 1,000.00
$34,141.27
Total cost,
$94,282.00
One-half total cost,
47,141.00
Assessable frontage of Completed Sewers,
18,543 lin. ft.
Assessable frontage of Uncompleted Sewers, 23,910 lin. ft.
42,453 lin. ft.
Assessable area on Completed Work,
1,794,648 sq. ft.
Assessable area on Uncompleted Work 2,391,000 sq. ft ..
4,185,648 sq. ft.
Amount to be raised on Frontage equals 4-10 of $47,141 equals, $18,679
Amount to be raised on Area equals 6-10 of $47,141 equals, 28,462
$47,141
18,543
-equals $.44 rate per front foot. 42,453
28,462
- equals $. 0068 rate per sq. ft. area. 4,185,648
Main Drains and Other Drains.
At the adjourned annual town meeting $300 was appropriated to construct a main drain near the house of Patrick Linnare on Concord Avenue; no part of this appropriation was used
277
for that purpose because, when the sewer was constructed on that street it was found that the situation there was taken care of and the drain was not necessary. At a later town meeting the money appropriated for this purpose was transferred to . the Highway Account.
On August 11, the Sewer Commissioners, acting under the authority of the general statues, laid out a main drain running westerly from Prospect Street through the land of Herbert W. Rhodes and others to Pine Swamp so-called. The purpose of this drain was to take care of the water from Bellevue Ave., Winter St., and vicinity. Mr. Rhodes agreed to pay one-half the cost in lieu of betterments. The layout was accepted at a special town meeting and $1,200 was appropriated to meet half the cost. This drain was constructed at a cost of $2,300 and land damages of $100 were awarded to the owners of four parcels of land through which the drain was constructed. The awards made were accepted by three of the owners. This drain as constructed will take care of the water of that section when proper catch basins are made and connected with the drain; it will not, however, take care of the water at the Prospect Street end of Florence Avenue and vicinity and some other arrangement will have to be made to remedy conditions in that neighborhood.
Other drains, including the Market Street drain, Everett Pasture drain, into which the water from the underdrains emptied, the Monroe Street drain and the Winslow Avenue drain were all taken care of from an appropriation of $300 made for that purpose.
Recommendations.
The balance in the Sewer Commissioners' treasury is $6,117.21. The Board recommends the following appro- priations :
Cost of maintenance and salaries,
$3,500.00
Cost of construction of two acres of filter beds, 2,000.00
Cost of completing outlet of underdrain, 400.00
1
278
Cost of caring for main drains and other drains, 150.00 Appropriation for particular sewer account, 500.00
We are asking for a small increase of the appropriation for maintenance this year to take care of the additional cost of caring for the system in the pumping section. This includes caring for the street sewers and new filter beds and the expense of the pumping station. We recommend that two acres, at . least, of the new filter beds be gravelled and put in condition for use.
The necessity of completing the outlet of the underdrains from the corner of Pond and Heaton avenues to the Neponset River is explained in Mr. Thorpe's report. The appropriation for the particular sewer account is necessary in order to provide the Commissioners with a fund to purchase pipe and fittings in the spring. This amount will be taken care of later by re- ceipts arising from the sale of pipes and fittings to land owners entering the sewer.
Any extensions of the system voted this year will have to be paid for from general taxation.
The following requests for extensions have been made to the Board :-
Press Avenue
Winslow Ave. to Wash. St.
Cedar Street
Chapel St. to Railroad
Wheelock Ave.
(Requested by Board of Health)
Nichols St. Vernon St. to Florence Ave.
Florence Ave.
Nichols St. to Prospect St.
Prospect St. Florence Ave. to Winter St.
For additional data and detail we refer you to the reports of the Superintendent, Engineer and Town Accountant.
PATRICK J. LYDON, ROBERT T. BARR,
CORNELIUS M. CALLAHAN,
Board of Sewer Commissioners.
279
REPORT OF SUPERINTENDENT.
Norwood, Feb. 1st, 1914.
To the Board of Sewer Commissioners:
Gentlemen :- I have the honor to herewith submit my annual report for the year ending Jan. 31, 1914.
Particular Sewers.
The sum of $2,624. 16 was expended in making eighty-six (86) house connections and five (5) underdrain connections at an average cost of fifty-six (56) cents per foot. Of the eighty-six house connections, twenty-three were made on the new pump- ing section.
Total number of house connections made to Feb. 1st, 1914, 632 Total number of underdrain connections made to Feb. 1st,
1914, 54
Linear feet of sewer pipe laid Feb. 1st, 1914, 37,612
Linear feet of underdrain pipe laid Feb. 1st, 1914, 3,093
Number of house ocnnection manholes made to Feb. 1st, 1914, 46
Number of underdrain traps Feb. 1st, 1914,
53
Number of factory settling tanks Feb. 1st, 1914,
2
Statement.
Cash balance, Feb. 1st, 1913,
$60.55
Receipts,
$2,587.01
Rebates,
42.19
$2,544.82
Interest on deposits,
18.79
$2,624.16
Total Expenditures,
$2,827.96
Stock on Hand Feb. 1st, 1914,
203.80
$2,624.16
280
Construction.
Extensions of the sewer were made on Phillips Ave., Walpole and Hoyle Streets. Also a new Pumping Station was con- structed and the Filter Beds extended to take care of the sewage of the low section, where sewers were built as shown on oppo- site page. The entire work was done by this department under my supervision. The cost of construction on all streets was less than the estimates with the following exceptions; the cost of the work on Dean St. and Pond Ave. greatly exceeded the estimates because of the water and quick sand which made the work very difficult and slow, it being necessary to lay the pipe in concrete and to leave the sheeting in ground, which added considerable to the expense. The extension of the Filter Beds was estimated for three (3) acres but five and one-third (5 1-3) acres were laid out and constructed with the exception of gravel- ing.
The excess cost of the Pumping Station was on account of change in the plans.
Length of Sewer Feb. 1st, 1914,
Gravity System,
12.98 miles
Pumping District
2.01 miles
Total 14.99 miles
Length of Underdrain Feb. 1st, 1914,
Gravity System, 9.12 miles
Pumping District, 1.25 miles
Total 10.37 miles
NORWOOD SEWERS
SEWERS LAID IN PUMPING SECTION IN 1913
Location
Length and Size of Sewers Vitrified Pipe
Length and Size of Underdrains
Earth Excavation in Cubic Yards
Rock Excavation in Cubic Yards
Street
From
To
6 in.
8 in.
10 in.
12 in.
15 in.
5 in.
6 in.
8 in.
10 in.
0-8 ft.
8-14 ft.|14-20 ft
0-8 ft. | 8-14 ft.|14-20ft
Austin St. Wash. St. Hartford
$1019.34
$1019.34
$915.91
$132.69
Hartford
Austin
Tremont
273.91 447.17
3 312 1 2
444.00
403.53
12.19
Heaton
Pond Ave. Wash. St.
477.10
2
473.00
428.51
15:03
:West ( Dean St. : West (
Pond Ave. End
353.30
1
262.07
8.46
20.88
7.11
Dean St.
Pleasant
Pond Ave.
1242.80 993.85
3
1297.19
843.43
140.15 54.26
26.44 4.15
76.22
18.66
Pleasant Pump Sta. Dean
654.81
4
137.00
684.57
90.00
574.45
103.18
Wash. St. St. George Concord av
868.92
240.21
So. of St. George Wash. St. St. George End
326.76
598.44
4 4
597.81
243.00
835.15
130.20
No. of St. George
Concord av Wash.
R. R. prop.
319.82
1076.68
1018.00
1166.06
17.56
51.11
4.00
Tremont Wash.
R. R. prop.
642.86
624.14
897.00
1124.43
56.43
86.21
8.44
Totals
$1683.76 $3877.32 $598. 44 $1547.78 $2891.46
38
$4731. 15|$1825. 78 $90. 00 $9814. 29 $2282 . 75|$194. 41|$188.79 $185.47 |$54.43
SEWERS LAID IN GRAVITY SYSTEM SECTION IN 1913
Phillips ave Winslow av Walpole
845.50
210.70
1141.2
7
1352.00 475.00
1215.53
1.80 241.35
48.44 166.65
113.32
Hoyle St. Everett
Walpole
514.20
2
462.87
61.90
61.33
38.66
Totals
$1359.70
$210.70
1141.2
12
$382.00 $1827.00
$2323.05
$305.05
$276.42 $151.98
4
1034.04
577.68
144.86
St. Geo. av.End Wash.
581.40 966.38
1
5
3
382.00
644.65
Walpole
Winter
Walnut Ex.
145.00
219.46
.83
Sturtevant Pond Ave. Wash. St. : West(
89.70
35.77
Pond Ave. Dean
St. Geo. av.
616.40 966.38
44 1 4
No. of Mh
282
Statement.
Appropriation for Construction, $6,059.64
Appropriation acct. Sewer Construction 50,000.00
Appropriation acct. Sewer Construction, 4,600.00
Appropriation acct. Sewer Construction, 7,500.00
$68,159.64
Received for Highway Dept. acct.
Labor, etc., 144.00
Received for Sale of Dynamite,
10.70
Stock on hand, Feb. 1st, 1913,
$154.70 $1,681.82
$69,996.16
Total Expenditures,
68,179.48
Taken from Stock,
469.08
*$68,648.56
Cash on hand, Feb. 1st, 1914,
134.86
Stock on hand, Feb. 1st, 1914,
1,212.74
$69,996.16
Cost of Extension Gravity System,
5,909.90
Cost of Extension Pumping District,
63,234.45
Charged to Highway Dept. and others,
154.70
$69,299.05
Bills Unpaid:
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