USA > Massachusetts > Middlesex County > Reading > Town of Reading Massachusetts annual report 1921 > Part 5
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12. Total cost of supplying water, per million gallons, figured on total maintenance, plus interest on bonds.
Statistics Relating to Distribution System Mains.
1. Kind of Pipe: Cast iron.
2. Sizes: From 6 inches to 12 inch.
3. Extended : 0 feet during year.
4. Discontinued : 0 feet during the year.
5. Total now in use: 33.39 miles.
6. Cost of repairs per mile : $1.06.
7. Number of leaks per milė: 0.
8. Length of pipe less than 4 inches in diameter: 0 miles.
9. Number of hydrants added during year (public and private) : 0.
Number of hydrants (public and private) now in use: 202.
10.
11. Number of stop gates added during the year: 0.
12. Number of stop gates now in use: 310.
13. Number of stop gates smaller than 4 inch: 0.
14. Number of blow-offs: 14.
15. Range of pressure on mains: 45 lbs. to 90 lbs.
Services.
16. Kind of pipe: Cast Iron, Galvanized Iron, Lead and Cement Lined.
17. Sizes: 34 to 6 inches.
18. Extended: 1,508.92 feet.
19. Discontinued: 00 feet.
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20. Total now in use: 27.24 miles.
21. Number of service taps added during year: 26.
22. Number now in use: 1,817.
23. Average length of service, 1921: 58.03 feet.
24. Average cost of service for the year:
25. Number of meters added: 4.
23. Number now in use: 1,785.
27. Percentage of services metered: 98.
28. Percentage of receipts from metered water: (R) divided by (C).
29. Number of motors and elevators added: 0.
30. Number now in use: 0.
Principal Work Performed.
No extension of mains were made during the year.
All hydrants have been examined and put in order.
One hydrant has been replaced on Haverhill Street, West Side, south of house of Wm. Taylor; and one hydrant was broken, hit by a truck, at the junction of Pearl and Franklin Streets.
Two hundred and twenty-six meters have been tested, cleaned, re- .paired and replaced.
Twenty-five new house services have been constructed during the year.
Nineteen leaks in service pipes have been repaired, seven of which have been on Washington St., caused by electrolysis.
The interior of the pumping station has been painted where it was necessary.
The paint and the supplies for painting the exterior of the pumping station and house are on hand and same will be painted next year.
The south side of the store house and the well house roofs have been shingled.
The standpipe has been painted, the last previous painting having been done eight years ago.
Recommendations.
That the exterior of the Water Works Shop be painted next year.
That a six-inch wooden main be laid in Washington St., from Vil- lage to a point within three hundred (300) feet from So. Main St., to eliminate electrolysis.
That a hydrant be installed at the junction of Elliott and Wash- ington Streets.
That a six-inch main be laid on Weston Rd., junction of Hanscom Ave., to connect with main on Bancroft Ave.
67
That an eight-inch main be laid on Lowell St., from junction of High St. to Bancroft Ave., as a more direct auxiliary supply for the stand pipe.
That a six-inch main be laid on Forest St., between No. Main and Pearl Sts.
That a light Ford Truck be bought for general maintenance work, keeping the heavy truck which is now on its fourth year for auxiliary work.
That a door be cut and framed up to allow coal to be dumped into the bins at the pumping station.
That the boiler fronts at the pumping station be repaired.
That one hundred fifty dollars ($150) be appropriated for laboratory work at the pumping station.
That one hundred and twenty-five dollars ($125) be appropriated for repairs and necessary tools at the pumping station.
The Superintendent wishes to express his gratitude for the ever helpful assistance and untiring patience that Mr. Bancroft has given him in carrying on his work.
HARRY B. COLLINS, Superintendent and Registrar.
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HIGHWAY DEPARTMENT
.
To the Board of Public Works:
Gentlemen :- The following is the yearly report of the Highway Dept:
Appropriations and Balances.
1. Voted in March Town Meeting for Highway Maintenance $18,000.00
2. Voted in June Town Meeting for Highway Maintenance and Construction
30,000.00
3. Removal of Snow and Ice
2,000.00
4. Cleaning drainage ditches 2,500.00
5. South St., ordered by County Commissioners 1,500.00
6. Balance to be spent on Hill Crest Road 1,371.80
7. Balance to be spent on Salem St.
1,203.62
8. Balance to be spent on Prospect St.
500.00
9. Balance to be spent on Forest St. 464.93
10. Balance to be spent on Woburn St. 396.65
11. Balance to be spent on Sidewalk, Main St. 232.81
12. Balance to be spent on Summer Ave. 423.98
Total
$58,593.79
Expenditures and Balances of the above appropriations.
Appropriation for Highway Maintenance & Construction 1921 $48,000.00
Maintenance Pay Roll $14,284.37
Maintenance Bills 26,433.14
Board of Public Works pay-roll . .
3,124.08
Board of Public Works pay-roll . 2,134.08
Board of Public Works Bills 446.58 1921 Total 43,298.17
1922 Balance 4,701.83
Appropriation for the removal of snow and ice
2,000.00
Payroll 1,152.33
Total 1,152.33
Balance
847.67
2,500.00
Appropriation for cleaning drainage ditches. West St. Culvert and ditching John Williams 604.60
69
F. A. Barbour
38.69
Pay Roll
96.94 Total 740.23
Balance
1,759.77
South St. ordered by County Commissioners
1,500.00
Pay Roll
425.42
Total 425.42
Balance
1,074.58
Balance to be spent on Forest St.
464.93
Pay Roll and bills
000.00 Total
000.00
Balance
464.93
Balance to be spent on Sidewalk N. Main St.
232.81
Pay Roll
57.75 Total
57.75
Balance
175.06
The above accounts for Summer Ave., Prospect St., Hill Crest Rd., Woburn St., and Salem St., have been charged off with the work that was done on them this last year.
Amount of unpaid bills December 31st, 1921: (None).
The salary of the Superintendent, and Office Expenses of the Board of Public Works were paid out of the $30,000, appropriation voted upon at the Town Meeting June 6th, 1921.
Principal Work Performed.
To chronicle the work performed during the past year, in the order of events, of the Highway Department, would give an interrupted ac- count of the different classes of work done, so the Superintendent takes the liberty of compiling the different classes of work, stating as nearly as possible those features which may be of interest.
1. Oiling. About 41,400 gallons of 45% asphalt oil was applied to the streets for the purpose of laying dust, and it covered an area of 147,755 sq. yds. at a cost of $3,587.37 applied. The department laid this oil to cover 31/2 yds. per gallon at a cost of about 21/2 cents a square yard. On account of the late date at which this oil was applied upon the streets, the road surfaces were exceedingly dry and it was found necessary to lay a heavier application than is the usual custom to cover a certain area. The above oil under right conditions can be applied so as to cover 4 sq. yds. to a gallon, thus either reducing the cost of the area, or for the same amount, covering a much larger territory. To give a clearer idea of the amount of road surface covered with the quan- tity of oil which we used this year, one might say that it would cover a street 14 miles long and 18 feet wide.
70
The following list of streets were covered :
Summer Ave., Washington St., Pleasant St., Union St., John St., Vil- lage St., Parker St., Pearl St., Ash St., Green St., Haven St., Middle St., Fulton St., Highland St., Federal St., Locust St., Bancroft Ave., School St., Dudley St., Deering St., Grand St., Howard St., Harriman St., Mt. Vernon St., Kingston St., Fremont St., Prescott St., Walnut St., Oak St., Hill Crest Rd., Temple St., Orange St., Belmont St., Pierce St., Spring St., Grove St., Pratt St., Berkeley St., King St., Vine St., Wood- ward Ave., Mineral St., Manning St., Eaton St., Wilson St., Bay State Rd., Charles St., No. Main St., Harnden St., Woburn St., Lincoln St.
TARVIA. Approximately 35,720 gallons of Tarvia "B" has been ap- plied to the street during the past year. In almost every case where such has been applied, the surface of the road was scarified, shaped, and rolled, in order to obtain in the streets a standard crown whereby the surface water would easily run off. To give the exact cost for the com- position of the existing road surface, where same is to be applied, varies so much, that it is difficult to obtain even a fair average estimate.
Two examples may be cited, extremes, it is true, but nevertheless actual cases here in town. First, Bay State Road, distance 2,000 feet, scarifying, shaping and rolling, two hours. Second, Haven Street, dis- tance 300 feet, scarified, shaped and rolled, eight hours. By actual data now on hand in the office of the Board of Public Works, to scarify, shape and roll, and also apply tarvia on a 26' wide roadway costs, per mile, from $625. to $700., depending entirely upon the material in the streets. Any top dressing to a road surface, other than permanent con- struction, serves the purpose of a rain coat to that surface, and the amount and character of the dressing should be governed by the amount of travel that the road surface gets. With the present existing condi- tions of motor travel, the Superintendent recommends in the future, as far as possible the application of some heavier material than light oil, the only substance used by the Town prior to 1921. In its place he would suggest the use of Tarvia or other material of the same quality of substance.
The following streets are those on which the above-mentioned work has been done:
Hopkins St., Summer Ave., Copeland Ave., Perkins Ave., Berkeley St., Prospect St., Fremont St., Woburn St., Pratt St., Washington St., Arlington St., Lincoln St., Minot St., High St., Grove St., Lowell St., Chute St., Bancroft Ave., Linden St., Sanborn St., Salem St.
Permanent Construction. After most of the streets were taken care of as mentioned above, the Highway Department turned their attention towards permanent construction, which was carried out on the following named streets :- Woburn, Prospect, Hill Crest Road, Haven, Main and Salem St. The average cost of this kind of construction was about $1.11
71
per sa. yard. Two thousand tons of crushed stone was used and 10,800 sq. yds. of surface were covered.
In the work on Woburn St. it was found necessary to construct a surface water drain to take care of the water running in from Berkeley and Prospect Streets and Copeland and Perkins Avenues. 566 feet of 12" vitrified pipe and 235 feet of 8" were laid. Thirten new catch basins were constructed and one old one discarded. Also the car tracks were taken up from Summer Ave. to West St. to give a comprehensive idea of the cost of permanent construction, an itemized account of Woburn St. and Hill Crest Road is hereby submitted :-
Woburn Street
Labor 1815 hours
$1,146.54
725.3 tons of No. 1 Stone @ $1.50
1,087.95
189.9 tons of No. 4 Stone @ $1.95 370.31
2.9 tons of No. 5 Stone @ 60c
1.74
Coal for Steam Roller
82.69
17,860 gallons of 96% texico
2,768.30
Trucking stone
652.93
Locating side line of Street
10.00
$6,120.46
Sq. yards constructed 5,207.5 making cost per sq. yds. of $1.17. .
Trucks spent 352 hours on job.
Road machine 148 hours on jeb.
Steam roller 232 hours on job.
Tractor 148 hours on job.
Hill Crest Road
Labor 831 hours @ $4.00
$ 496.64
Stone 223.7 tons No. 1 @ $1.50
335.55
Stone 16.8 tons No. 2 @ $1.50 25.20
Stone 94.9 tons No. 4 @ $1.95
185.06
Stone 50.05 tons No. 5 @ 60c
30.30
Trucking Stone
92.03
3,606 gallons Texico
522.82
$1,687.60
Sq. yards constructed 1,590, making cost per sq. yd. of $1.06.
Trucks spent 153 hours on job.
Steam rollers 80 hours on job.
Tractor 68 hours on job.
Road machine 68 hours on job.
The cost of the other streets varied within the two extremes shown above, and said costs may be obtained at the Office of the Board of Pub- lic Works on request.
72
The above mentioned work does not of course comprise the actual work done by the Department for the year. To give a detailed account of the remaining and less important work would take many pages, but, in all instances, costs have been kept from July 1, 1921, and are on hand for those who desire the same. As illustrations may be mentioned :- cleaning of catch-basins at least three times a year, filling in here and there where the street surfaces require it, cleaning gutters; patching holes; hauling ashes from schools and municipal buildings, transporting materials for other Departments, etc.
In many cases the Highway Department has been able to save money for the other Departments and it has always been with a spirit of co- operation toward the other departments that its men have worked.
DRAINS. Due to the fact that the open ditches, which drain the surface water in and about the town have not had very much attention during the last three years, 75% of them have grown up with weeds, which hold and retain the water which would otherwise drain off. Un- less some definite action is taken next year to thoroughly clean them out, the town very soon will be in a deplorable condition. On account of the high level of the water of Lake Quannapowitt the main drains in the lower part of the Town are under water, this water backing up along Willow Rd., opposite the car barns and west of Eaton St. This con- dition is very unsanitary and prevents proper action in keeping our main drains open and free from general marsh or swamp growth. As yet the Town has been able to do little work in this direction except to reconstruct the culvert on West St., junction of Summer Ave. It was discovered that the old culvert had fallen in at places, which held back much surface water on the low lands. A new 24" gal. iron culvert embedded in concrete was constructed. It seemed wise while the men were there to improve the ditch leading from the culvert which was done. The work was done by Mr. Williams, contractor, who constructed what sewers the Town installed this year. Many times it was necessary to employ the men of the Water Dept. in cleaning drains.
GRAVEL PIT. The Board was fortunate in being able to purchase the gravel bank on Mishawam Road in Woburn. By having same it will enable the department, to build up the road surfaces, with new material, which has been needed very much during past years.
EQUIPMENT. The equipment of the department is in very good shape, due entirely to the personal care of the individuals operating the same under the direction of the Superintendent of Streets, Mr. Crowe. By buying a one ton Ford Truck this year, it was made possible to do general policing of streets, at the same time, carrying on general main- tenance and construction work. The Tractor in another year will have paid for itself. It has certainly added to the efficiency of the Depart- ment. The large roller which was obtained ostensibly for sidewalk construction has been put to very little use as yet. Where it has been applied it has worked most satisfactorily.
1
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The Department is in need of some new and additional maintenance tools, and for the coming year the work of the department will be im- proved by laying out at the opening of the season a carefully prepared programme for road draging, oiling, applying tarvia and permanent construction of Highways, bearing in mind that all under-ground struc- tures should be completed before permanent work is started, and the development of a drainage system, must also be considered and plans for the same prepared.
We have now in Town several different styles of guide posts. About five percent of these are in good condition and the others are at least readable. A standard post set in concrete at all street intersections ought to be erected with proper signs placed thereon, whenever such an expenditure seems warranted, in view of other pressing needs.
The Town at some time should have a Town Yard, in which to keep the equipment of the different departments. This yard should be cen- trally located and inclosed with a substantial wire fence.
TABLE SHOWING AMOUNT EXPENDED ON STREETS FROM JULY 1, 1921, TILL DECEMBER 31, 1921
Construction
Maintenance
Snow & Ice
Oiling
Gutters
Patching
Catch
Basins
Sidewalks
Drains
Street
Cleaning
Sewer
Repairs
Arlington
$98.59
1
|$195.20
$9.24| 12.26
$3.00
$6.25
Auburn
11.98
24.24
Avon
Bancroft
84.43
136.40
220.83
Beacon
11.98
11.98
Beech
Belmont
52.28
52.28
Berkeley
144.03
29.38
173.41
Воусе
Brook
Centre
Charles
149.70
149.70
Chute
108.16
4.56
4.94
117.66
Copeland
113.87
113.87
Cross
4.50
4.50
Curtis
Deering
2.00
78.10
21.33
101.43
Dudley
65.07
Eaton
13.50
25.21
38.71
Echo
Elliott
Elm
Fairview
Federal
4.50
50.60
55.10
Forest
48.80
9.56
6.71
$98.59 213.69
Ash
Franklin Fremont Fulton Gould Grand Grant Green
6.00
1.71
86.23
9.20 4.00
25.25
15,87
8.50
97.40
34.15
18.62
162.87
Grove
37.94
118.69
Hancock
Hanscom
2.00
12.40
21.55
Harriman
23.80
5.25
29.05
Harrison
25.75
Hartshorn
Haven
$712.65
92.70
19.60
2.00
30.63
857.58
Haverhill
6.13
High
7.95
3.00
17.67
28.62
Highland Rd.
Highland St.
85.70
Hill Crest Rd.
1693.50
89.05
33.32
122.69
69.40
8.00
Hopkins
69.88
39.79
109.67
Howard
19.66
128.50
20.49
168.65
John
142.78
140.60
47.62
3.56
72.99
407.55
King
31.31
24.30
26.46
4.18
1.00
87.25
Kingston
43.70
43.70
Lake
Lewis
Lincoln
59.01
54.90
11.08
5.19
130.18
Linden
307.60
392.34
Locust
23.49
68.70
4.00
4.12
100.31
Lowell
55.53
23.50
6.03
2.12
87.18
Main St. No.
4.00
13.00
4.00 14.00
20.00
11.18
81.29
8.63
199.36
339.46
Manning
21.40
Maple
387.04
465.79
Main St. So.
57.75
5.00
21.40
7.71 120.68 4.00 15.87 140.05
144.25 80.75
Harnden
7.15
17.25
8.50
6.13
85.70 2015.96
84.74
TABLE SHOWING AMOUNT EXPENDED ON STREETS FROM JULY 1, 1921, TILL DECEMBER 31, 1921
Construction
Maintenance
Snow & Ice
Oiling
Gutters
Patching
Catch
Basins
Sidewalks
Drains
Street
Cleaning
Sewer
Repairs
Middle
14.90
3.56
Middlesex
239.57
10.04
Mill
Mineral
6.65
35.85
36.24
2.00
8.94
89.68
Minot
4.00
4.00
Morgan
3.91
26.00
8.37
38.28
Oak
6.00
161.71
10.75
178.46
Orange
Ordway
42.50
42.50
Park
Pearl
111.50
10.00
16.00
137.50
Percy
108.00
Perkins
108.00
48.88
48.88
Pine
13.32
75.10
88.42
Pleasant
123.90
11.56
135.46
Pratt
100.51
45.48
1.00
146.99
Prescott
180.69
112.20
84.43
36.35
13.24
426.91
Prospect
1001.08
4.62
1005.70
Ridge
Salem
579.55
23.71
25.88
1.06
13.69
163.88
Sanborn
138.33
36.10
30.00
66.10
School
Scotland
25.94
8.64
34.58
Mt. Vernon
204.25
13.66
217.91
Parker
Pierce
630.20
11.86
18.46 249.61
Shackford
Short South
369.81
37.06
Spring
42.08
Reading Square
66.26 1731.97
5.00
11.13 8.28 37.11
48.24 24.94
13.34
10.75
Sweetser
197.50
3.22
2.00
202.72
Thorndike
27.70
7.12
34.82
Vale
81.80
Vine
2.85
129.35
Wakefield
64.50
57.00
121.50
Warren
4.56
4.56
Washington
137.47
136.85
24.45
298.77
Waverly
295.80
144.51
440.31
Willow
7.63
2.07
9.70
Wilson
21.40
20.89
42.29
Winter
53.55
Winthrop
6382.87
3.80
49.60
33.94
25.94
98.93 2681.10
9276.18
Woodbine
Woodward
15.10
15.10
Total
|9545.87|6189.44| 10.00|3737.07| 893.61| 232.42| 376.72| 470.68|2836.22|
16.81| 199.36| $24,508.20
406.87 53.21 144.59 1926.61
16.81
Summer
108.50
Temple
Union
Village
81.80 126.50
Walnut
West
53.55
Woburn
78
Table of Miscellaneous Expenditures of the Highway Dept.
Miscellaneous:
Miscellaneous
$ 34.76
Sanding
61.91
Sharpening Axes
6.67
Transporting Tractor
4.00
Filling Shed with Sand
45.50
Sand Pit
2.00
Steam Roller
106.75
Burning Leaves
134.70
Tar Patching (Mixing)
96.75
Tractor Repairs
18.50
Cab for Tractor
52.47
Stone Crusher
23.90
Lime to Pumping Station
6.75
Coal to Pumping Station
50.48
Cleaning Catch Basins
41.64
Cleaning Drains
72.03
Leaves and Gutters
11.40
Gravel Pit
44.63
Cleaning up Shop
3.00
Cleaning Brush from Streets
366.15
Gutters Snow & Ice
60.68
Cleaning Lanterns
6.27
Snow Ploughs :
Moving
10.00
Repairs
90.39
Painting
18.87
Ashes:
Schools
50.94
Offices
14.92
Auto Truck Repairs:
No. 1
25,21
No. 2
20.83
No. 3
4.36
Repairs :
Tools
19.15
Sand Barrels
4.00
Highway Department Bills for Year Ending Dec. 31st, 1921
Municipal Light Board
$ 272.08
Good Roads Mch. Co.
71.40
Buffalo St. Roller Co.
62.13
Standard Oil Co.
1,098.13
American R. Exp.
13.88
79
N. E. Paint Oil Co.
7.50
Francis Bros.
87.52
F. Wallace
2.27
Cummings Express
10.17
Reading Garage
12.35
Autocar S. S. Co.
344.39
N. E. T. &T. Co.
55.39
Reading Tire Shop
133.05
Hodson Bros.
10.75
P. N. Sweetser
1,501.09
Barrett Co.
5,001.62
S. R. Stembridge
533.47
Treat Hardware Corp.
96.93
F. O. Dewey Co.
8.00
Curry Bros. Oil Co.
19.02
L. N. Dickinson & Son
8.00
Dana F. Perkins
34.75
B. & M. R. R.
3.77
Geo. W. Reihnardt
49.35
Bates Motor S. Co.
1,387.85
Waldo Bros. & Bond
23.35
O. O. Ordway
5.00
W. Bancroft & Co.
36.78
Gen. Cr. Stone Co.
2,023.09
Kenney's Service Station
312.28
N. E. Road Machinery Co.
33.00
Emma S. Knowles
19.20
Eastern Mass. Street Railway Co.
14.40
E. H. Chapin
2.50
Lumsden & VanStone
792.58
Texas Company
3,261.30
T. C. Fife
1.32
Alden Spears Sons Co.
3,530.34
P. J. Seaman
11.00
C. W. Crafts
62.50
Berger Manufacturing Co.
112.50
Eastern Tractors Co.
1,722.92
Yawman & Erbe Co.
130.09
S. & R. J. Lombard
72.00
A. Michelini
1,304.04
J. W. Perry
5.15
Puritan Iron Works
268.00
Independent Coal Co.
123.72
Russell Bros.
601.72
Charles M. Spofford
30.00
Penn Metal Co.
183.30
So
Fred Smith
2.65
Dept. P. W. St. H. R. M. C.
10.00
Monroe Cal. Mach. Co.
150.00
W. E. & J. F. Twombly
7.00
Jesse W. Morton (Purchase of gravel pit)
755.00
Clapp & Leach
.80
R. D. Clapp
.75
HARRY B. COLLINS, Superintendent.
81
SEWER DEPARTMENT
To the Board of Public Works :-
Gentlemen :- The following is the yearly report for the Sewer Dept .:-
Office Maintenance, Appropriation
$ 200.00
1. Phone $ 26.60
2. Dictation 4.00
3. Printing
33.39
4. Stationery
13.00
5. Office improvements
50.00
6. American Bank Note Co.
28.21
7. Locating house numbers
7.10
8. Locating property ownership
7.75
9. Locating cesspools
20.00
10. Miscellaneous
8.20
Total
198.25
Bal. unexpended 1.75
House Connection Account :
Amount received and deposited
$10,026.88
Expended :
1. F. A. Barbour 480.14
2. John Williams, Labor
5,563.41
3. Returned 2,226.03
4. Cost of material used 1,541.00
Total 9,810.58
Bal. unexpended 216.30
$ 2,500.00
Appropriation for Copeland and Perkins Aves., sewers Expended :
1. John Williams, labor $1,632.40
2. F. A. Barbour 104.48
3. Materials 319.39
4. Advertising
54.00
Total
2,110.27
Bal. unexpended
389.73
82
$ 7,703.04
Construction Account, Appropriations:
1920 Unpaid Bills :
1. B. & M. R. R. $ 336.51
2. Overdraft
262.29
3. P. N. Sweetser 280.03
4. A. Cefalo
2,492.05
5. F. A. Barbour
1,201.15
Total
4,572.02
1921 Construction Bills :
1. Pay Roll
326.18
2. Wendell Bancroft
105.79
3. Fire Department
7.05
4. Tools, pipe and misc.
263.21
5. Waldo Bros. & Bond
22.80
Total
725.03
Grand total
5,297.05
Bal. unexpended 2,405.99
About the latter part of April the Board of Public Works wrote to the Metropolitan Water & Sewerage Division and respectfully asked to be informed as to the date when the town might reasonably expect the completion of the Bear Hill Pumping Station, in order that they might govern their work accordingly during the coming season and be prepared to give the sewage privilege to all who wished it.
The reply received from the Chief Engineer of the Sewerage Di- vision, Mr. F. D. Smith, was to the effect that it was intended to have the Station ready for use on or before October 1, 1921. With this un- derstanding the Board immediately took steps to further the progress of our sewer work, but realized, that there were no funds available for the construction of house connections of property abutting the high- ways where the sewer had been laid. They therefore sent out 506 let- ters stating this fact, with an estimate of the probable cost of each con- nection, and stating that a deposit in advance would be necessary, such deposit to include: a fixed entrance charge established by the Board, the cost of all labor, materials, and any other expense incurred and necessary for the proper construction of said house connections. In a number of instances this circular letter was addressed to those who had already signed a previous application, but as considerable time had elapsed since then, the Board deemed it fitting and proper to ask such people to sign a second application, thus confirming the one they had made several years before.
83
Ninety-two replies were received, this number being equivalent to about 18% of the total of house eligible, and rather discouraging to the
Board, as will be understood by the following statements: The yearly tax which the Town has to bear, for their portion for maintenance of opera- tion based on population, is $4,579.64. The estimated revenue of the 90 connections is about $1,075.40, and if 100% or all houses possible were connected the revenue would approximate $3,924.20. These figures are based on the amount of water used in houses abutting the streets where the sewers are laid, at the rate of 30c per hundred cubic feet.
The following table will serve as an illustration of:
(1) Amount of revenue of 100% connection, (2) Estimated revenue from applications received, (3) Percentage of total revenue from appli- cations received.
Street
Est. Revenue 100% Connected
Est. Rev. of . Appl. Received
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