USA > Massachusetts > Norfolk County > Norwood > Norwood annual report 1911-1914 > Part 50
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The filter is designed chiefly for the removal of the objec- tionable taste and odor by which this water is at times affected on account of the presence of miscroscopic organisms in con- siderable numbers. When such organisms are present in very large numbers, as was the case in the year 1892, it would prob- ably be impracticable to remove the objectionable taste and odor efficiently by single filtration such as proposed, but it is many years since the pond has been affected by the presence of
242
very large numbers of organisms during the months from April to November, inclusive, and if the proposed works are properly constructed and operated they will probably remove the objectionable taste and odor from the water during the greater , part of the year. Under the circumstances it does not appear to be advisable to provide a more thorough filtration of the water of this pond than is proposed in the plans now presented.
In the opinion of the Board, filtration of the water of Buck- master Pond as shown by the proposed plans is the best prac- ticable method of improving its quality at the present time. It is important that the storage in Buckmaster Pond shall be drawn upon as fully as practicable during the summer months so as to relieve the draft on the tubular wells, which under the scheme proposed are to be depended upon for the entire supply during the winter season. While the supply of water from the two sources is adequate for the present requirements of the town, it is important that a continued effort be made to pre- vent the waste of water since otherwise, if the town continued to grow rapidly, the supply from both sources may at no dis- tant time become inadequate for all requirements.
Acting upon the recommendations of the Engineer and the advice of the State Board of Health this committee has caused to be constructed at Buckmaster Pond a slow sand filter which is proposed to be operated during the summer months and which is now ready for use. A full description of such filter is con- tained in the report of the Engineer; which report is annexed to and made a part of this report.
243
Summary of Expenditures on Account of Additional Water Supply.
Appropriation,
$80,000.00
Receipts,
Interest on deposits, $1,433.47
Credits,
Water Dept. on account of pipe and fittings used on general con- struction, 279.15
Water Dept. on account of stock
of Jan. 31, 1913, taken over at
inventory,
523.96
$2,236:58
$82,236.58
Expenditures, Street Mains,
Ellis Ave. Pumping Main,
$4,257.71
Washington St. Pumping Main,
5,965.83
Prospect St. Pumping Main,
5,225.79
Prospect St. 6 in. Main,
936.58
Baker St. extension,
303.70
Howard St. extension,
20.75
Hoyle St. extension,
203.12
Engineering and other incidental
expense,
$3,272.60
Transmission line for Talimeter,
400.82
Loss on Stock,
208.42
Wells, driving and connecting,
14,934.08
Standpipe,
17,578.16
Station Building and Pumping Machinery,
17,020.71
Experimental Work at Filtration Plant, Westwood, 58.50
Pipe and fittings,
803.11
$71,189.88
Expended at Filtration plant, Westwood,
11,046.70
$82,236.58
244
The total cost on account of the filtration plant will be about seventeen thousand ($17,000.00) dollars; there remains, therefore, about six thousand ($6,000.00) dollars to be taken from the Water Commissioners fund to be applied toward the payment of the cost of such plant.
While the amount of water available from the present sources is ample to supply the present needs of the Town, and under ordinary circumstances, undoubtedly will be sufficient for a considerable number of years; it is apparent that the Town will, in the not distant future again be confronted with the problem of obtaining a still further supply to meet the ever increasing demands.
In view of the preliminary investigation, the quantity of water obtained from the Purgatory Brook System is dis- appointing. There is undoubtedly a large quantity of water in the immediate vicinity of the present system, to obtain the supply, however, it would be necessary to locate wells in the lowland lying easterly of the present system. This location for wells does not meet with the approval of the State Board of Health and the analysis of the water pumped from wells in this vicinity does not show satisfactory results.
It may be possible, however, that upon the completion of the improvements contemplated in the Neponset river water course, that this supply or a portion of it may be available.
We would not consider this report complete without a passing reference to the untimely departure of one who was a valued member of this committee. In the death of Thomas A. Houl- lahan the town loses a good citizen and a faithful servant. He had served on several important committees and was always ready to devote his time and energies to the furtherance of the policies that would best promote the welfare of the community in which he dwelt.
A man of wise counsel and untiring zeal in performing the duties intrusted to his charge. He embodied the highest and
245
best qualities of citizenship and was a living example of the divine truth that it is more blessed to give than receive.
Respectfully submitted,
GEORGE A. SMITH, JOHN F. CALLAHAN, WILLIAM F. BAKER, JAMES H. BUTLER, EBEN C. NORTON.
Boston, Mass., February 12, 1914.
Board of Water Commissioners,
Norwood, Mass.
Gentlemen: As the additional Water Supply System, and high service is now completed and in operation, I submit the following report upon the same :-
In the summer of 1911, I was employed by your Board to prepare plans and specifications for the system, and to super- intend the construction.
System.
The System in general is as outlined in the Water Commis- sioners Report of 1911, or briefly as follows:
The additional supply is taken from the ground by means of driven wells which are located in the Purgatory Brook Valley, at a point about one-half miles easterly from Washington Street.
A pumping station was constructed near the wells, and force mains laid in Ellis Ave., Washington and Prospect Streets, and connected with the general distributing system of the town.
A standpipe was erected near the present distributing reser- voir, and the water from the new supply is pumped into it through the present piping system.
Supply.
Previous to my being engaged, your Board had made care-
246
ful examinations for an underground supply. These investi- gations consisted of driving groups of test wells at various points, connecting each group temporarily together, and pump- ing from them for a period of a week or more.
Permanent System.
The system consists of 98 two and one-half inch extra heavy wrought iron pipe wells driven to a depth of from 22 to 35 feet below the surface of the ground. Twelve of the wells end in gravel and have open ends; the balance, or eighty-six, end in sand, and are provided with brass stainers to prevent the sand from entering the system. The wells are connected to a main suction pipe which ends in a sand and air chamber located inside of the pumping station.
Pumping Station.
The pumping station is a plain brick building located near the wells. It is 46 feet in length by 36 feet in width, and is designed for a second set of pumping machinery.
Pumping Machinery.
The pumping machinery consists of one double acting trip- lex piston pump (12 inch piston by 14 inch stroke) having a capacity of two million gallons in 24 hours when running at its normal speed, or 35 revolutions per minute. The pump is belt driven from a 200 H. P. General Electric Motor. The motor is mounted on slide rails and is provided with three sets of pulleys.
By changing the pulley on the motor the speed and capacity of the pump can be reduced from the 2,000,000 gallon rate to 1,500,000 or 1,000,000 gallons in 24 hours should it be found necessary.
A small supplementary air pump is provided which removes the air from the sand and air chamber, thus preventing it from entering the main pump and being carried along with the water into the distributing system of the town.
247
Before deciding on electric driven pumping machinery, a high duty steam pump was considered. Careful estimates of the probable annual cost of coal and of the electric current necessary were made, and it was found that the cost of pumping electric power would be greater than with a steam plant. On the other hand, it was found that the first cost of installing a steam plant would be about $10,000 more than the electric plant.
This is due, first to the extra cost of the pump; second, fur- nishing boiler plant; third to the size of station and boiler room necessary for a steam plant, and fourth, cost of chimney and coal shed. The cost of a two million steam plant over the cost of a two million gallon electric driven plant would be, as above stated, $10,000. Considering the interest on this amount, and the depreciation on the machinery, it was found that the actual cost of pumping with the electric plant would be but little more than with a steam plant. Taking this into considera- tion, together with the simplicity of the plant, it was decided to adopt the electric driven pump.
Efficiency of Pumping Machinery.
The Contractor guaranteed an efficiency on the combined plant as follows:
Full load,
74 per cent
Three-quarters load,
60 per cent
Half load,
53 per cent
After the machinery had been in operat on several months, tests were made in order to determine the actual efficiency of the plant under regular operating conditions. It was found that the efficiency when running at one-half speed was 79 per cent, and when running at two-thirds speed 80.5 per cent. Consider- ing the small size of the plant these efficiencies are remarkably high.
The actual amount of electric current used for pumping dur- ing the past year was 270,845 K. W. Hours, or a total cost for current of $3,889.63. The total amount of water pumped
248
during the above period was 236,648,000 gallons. Making the cost per million gallons pumped against an average head of about 300 feet, $16.02.
The new system was put in operation early in the summer of 1912, since which time (with the exception of about two months) the entire supply for the town has been taken from this source. Taking this as a fair indication, it appears that the new supply will furnish at least 600,000 gallons of water per day throughout the dry months, and a conservative estimate during the fall, winter and spring months would be at least 1,000,000 gallons per day.
In view of the investigations and tests made, the quantity of water obtained from this source is somewhat disappointing. The tests indicated that a large amount of water could be ob- tained in this location. The failure to secure water in the terri- tory along the easterly side of Purgatory Brook materially diminishes the area of the basin. This, together with the fact that it will not be practical (owing to the depth of peat and vegetable matter) to extend the system farther out into the valley, limits the supply to a somewhat restricted area.
The new supply will provide for the needs of the town for eight or nine months throughout the year. During the dry months, it will probably be found necessary to take at least a portion of the supply from Buckmaster Pond.
This pond can be relied upon to furnish about 500,000 gallons per day during the dryest years.
The quality of the water, owing to tastes and odors caused by vegetable growth has at times been unpleasant, this being es- pecially true during the summer months.
In order to improve the quality of this water, a slow sand filter has been constructed during the past season. Before starting on the construction, a small experimental filter was set up and kept in operation for about two months; many samples of the raw or pond water and of the filtered water were sent to the State Board of Health for analysis. The analyses demonstrated that if the Buckmaster Pond water was passed through slow sand filters, its quality would be entirely satis- factory for domestic use.
THE COMMONWEALTH OF MASSACHUSETTS-State Board of Health. Water Analysis. (Parts in 100,000)
First.
Norwood, Buckmaster Pond
No.
Date of Collection 1913
Appearance
Residue on Evaporation
Turbidity | Sediment
Color
Total
|Loss Ign.
Fixed
Free
Total
Ammonia Albuminoid In Sol.
| In Susp.
108311
June
9
V. Slight None
V. Slight
.20
4.85
1.70
3.15
. 0044
.0230
.0196
.0034
108312
June
9
None
.10
4.80
. 0052
. 0128
Second.
108455
June 16
V. Slight None
V. Slight None
.25
5.65
1.70
3.95
.0036
0270
108456
June 16
. 0076
.0162
108735
June 25
V. Slight
V. Slight
.21
6.10
1.85
4.25
. 0022
0262
.0240
.0022
108736
June 25
None
None
.10
4.60
. 0032
. 0160
First
No.
Date of Collection 1913
Chlorine
Nitrogen as 66 Nitrates
Oxygen Con- sumed
Hardness
Iron
108311
June 9
60
.0010
0000
.40
1.7
.012
108312
June 9
.59
.0020
. 0000
1.7
006
Second.
108455
June 16
.61
.0000
.0001
.38
1.8
.018
108456
June 16
.65
0080
.0000
2.0
005
108735
June 25
.63
.0000
. 0002
.41
1.7
. 023
Inlet to filter
108736
June 25
.60
.0020
. 0000
1.7
.003
Filtered water
The following analyses are from samples taken before and
249
after filtration with the experimental filter :-
Inlet to filter Filtered water
Buckmaster Pond Inlet to Filter Outlet to Filter
.11
4.40
Nitrates
250
Description of Filter.
The filter is located north of, and near the pumping station at Buckmaster Pond.
The filtration area is a little less than one-third of an acre or 13,000 square feet, the inside dimensions being 130 feet in length by 100 feet wide.
The walls and bottom are constructed of concrete masonry.
A main collecting drain 18 inches in diameter is laid on the bottom through the center of the filter. Eight inch lateral collecting drains running at right angles to the main drain are laid about 14 feet apart on center. These drains connect with the main collecting drain.
The main drein conveys the filtered water into a regulating chamber, from which it passes into a clear water well.
All of the drains are of standard Vitrified Pipe.
The underdrains are surrounded with screened gravel. This gravel is in three layers of different sizes, and extends over the entire bottom of the filter. The first, or bottom layer is 12 inches thick, and is composed of stone from 1 inch to 3 inches in diameter; over this is placed a layer 3 inches thick of stone from 3-8 inches to 1 inch in diamter. The top layer is 2 inches thick, and is from 1-4 inch to 3-8 inch in diameter. The total depth of gravel is 17 inches.
On top of the gravel is placed three and one-half feet of sand.
The clear water well is located at the end of the filters near the pond. It is 98 feet in length by 48 feet in width, and 10.5 feet deep. The total capacity of the well when full is 370,000 gallons.
Capacity of Filters.
The filters will be run at a rate not exceeding four million gallons per acre per day. At this rate the filter will have a capacity of about 1,300,000 gallons per day. Provision is made for aeration of the water before it passes onto the filters. The regulation chamber through which the water passes from the filter to the clear water well is also designed to contain an
251
aerating pan, should it at any time be found necessary to aerate the filtered water.
Operating Filters.
The water will be pumpted from the pond onto the filters with one of the original pumps. The pond water will pass through an aerating pan into a small chamber from which it passes onto the filters. After passing through the sand in the filter, it is collected in the underdrain and carried to the clear water well, from which it is pumped into the standpipe. The rate of flow through the filter will be adjusted by valves located in the regulating chamber.
By making an inexpensive change in the suction and discharge pipes, it was possible to utilize one of the present pumps for pumping water onto the filters. This piping is arranged in such manner, that by opening or closing three gates, the pump can be used in connection with the filter or to pump direct from the pond into the standpipe.
It is not proposed to use the filters during the winter months, therefore no provision was made for covering them. During an ordinary year they can be used at any time from about the first of March to the first of January. In using the system, I should advise that the entire supply for the town be taken from this source for four or five months each year. Throughout the remaining months the supply can be taken from the new Purgatory Brook System.
The filter was constructed by the day under the supervision of the Superintendent of the Water Department. It is now practically completed and ready for use.
Available Supply.
The average consumption of water in Norwood during this past year has been about 700,000 gallons per day. Of this amount approximately 650,000 gallons per day has been pumped from the Purgatory Brook source.
Buckmaster Pond can be relied upon to furnish at least
252
500,000 gallons per day. This amount together with the Purgatory Brook supply will furnish from 1,100,000 to 1,200,000 gallons per day throughout the dryest years.
High Service.
In order to furnish better fire protection and domestic service, a standpipe was erected at a point near the present reservoir. It is 60 feet in diameter by 55 feet high, and has a capacity of 21,145 gallons for each foot in depth, or a total capacity up to the overflow of 1,100,000 gallons. It is built of steel and covered with a steel roof, to exclude the light and air.
The additional pressure throughout the town when the stand- pips is full, is approximately 23 pounds. The tank can be used with the Buckmaster Pond or Purgatory Brook supply, or it can be shut off from the system entirely, and the present reser- voir put in operation.
The new system is in good condition, and working in a satis- factory manner.
Respectfully submitted,
LEWIS D. THORPE.
Water Department.
Financial Report.
Harold W. Gay, Treasurer,
General cash on hand, Jan. 31, 1913, $6,396.65
New Supply cash on hand Jan. 31, 1913, 11,798.68
Premium Account, Cash Jan. 31, 1913, 2,472.00
Receipts,
From Geo. O. Capen, Collector, $33,496.97
From Harold W. Gay, Collector of
Advance Payments, 3,526.26
Advance Payments Water sales,
23.36
Harold W. Gay, Treasurer,
Sundry Collections,
43.16
Town of Norwood, Sewer Department, 61.42
253
Transfer Credits,
Town of Norwood, Cemetery Department, 9.40
Town of Norwood, Highways, 29.89
Town of Norwood, Street Watering Account,85.50
Interest on Balances, 213.53
J. E. Conley, return of cash advanced,
50.00
37,539.49
Total,
$58,206.82
Disbursements,
To
Town for payment of Bonds,
Issue of 1911 (Nos. 1-2-3-4, $4,000.00)
General Cash,
$1,528.00
Premium Cash,
2,472.00
$4,000.00
Notes due in 1913,
3,200.00
Interest on
Bonds and Notes,
5,557.00
Treasurer of Sinking Fund,
Appropriation for requirement of 1913,
2,000.00
$14,757.00
Warrants for
Refund of Water Rates, $178.98
Expenditures as shown in Acct's Report
On account of maintenance, 12,841.29
On account of construction,
26,020.94
39,041.21
Cash on hand, Jan. 31, 1914,
4,408.61
$53,798.21
$58,206.82
Water Sales.
Metered Water, ad-
vance charges,
$13,581.99
254
Metered water, excess charges, 4,795.39
Metered Water, man-
ufacturing purposes,
9,694.16
Annual rates, 3,678.41
Guarantee rates,
1,607.86
$33,357.81
Water sold for con- struction purposes, $23.36
Water used for Street Watering, 85.50
Water used by High-
way Department,
for street construc-
tion, 29.89 138.75
Total Water Sales,
$33,496.56
Committed to Geo. O.
Capen, Collector,
$33,357.81
Committed to Harold W. Gay,
Collector of advance payments, 23.36
Collected by transfer from Highway De- ment, 115.39 33,496.56
$33,496.56
Geo. O. Capen, Collector of Sales Account. Uncollected 1912 accounts Feb. 1, 1913, $1,160.30
Committments No. 1
to No. 16,
33,357.81
$34,518.11
$34,518.11
255
Abatements, $326.28
Collections Paid Treas- urer, $33,496.97 $33,823.25
$33,823.25
Uncollected January 31, 1914,
$694.86
Harold W. Gay as collector of Advance payments.
Uncollected balance, Jan. 31, 1913, $5.00
Water Sales, 23.36
Billed on account of Stock,
Labor and Meters sold, $3,526.26
$3,554.62
$3,443.62
Collected and paid,
Harold W. Gay, Treas., $3,549.62
$3,549.62
$3,549.62
Uncollected January 31, 1914, $5.00
Receipts and Expenses of Norwood Water Works.
Receipts.
Water Sales,
$32,991.30
Surplus on Meters,
94.04 144.18
Surplus on Stock,
$33,229.52
Expenses.
Maintenance,
Salaries,
$1,646.74
Office Expense,
409.84
General Maintenance and Operation, 1,410.34
Pumping Labor, 1,622.88
25€
Stations, Maintenance of Purgatory Brook-Wells Station, 4,786.27
Buckmaster Pond Station, 1,099.50
Hydrants and Reservoirs, 123.25
Meter Repairs,
250.03
Service Renewals, 89.40
Tools, and repairs of,
161.66 .
Team, Maintenance of,
164.44
Auto, Maintenance and repairs,
248.44
Insurance,
Fire, compensation and liability, 395.11
Experimental work at Pond Station, 268.73
Auto, depreciation of,
147.50
$12,824.13
Interest,
3,999.82
$16,823.95
Surplus for year,
16,405.57
$33,229.52
Note: Allowing to the Town a credit of interest at 4 per cent on the amount invested Jan. 31, 1913. $239,705.59 surplus, $16,405.57
Would be reduced, 9,588.22
Showing a net surplus for year, of
$6,817.35
Resources and Liabilities of Norwood Water Works.
Resources.
Harold W. Gay, Town Treasurer,
Cash on hand, January 31, 1914, $4,408.61
Harold W. Gay, Treasurer of Sinking Fund,
39,246.08
Securities on hand, January 31, 1914, Inventory, January 31, 1914,
4,276.03
Plant Account,
January 31, 1913, $317,837.09
257
Street Mains for year 1913,
Lenox Street Extension,
$495.68
Hoyle Street, 59.59
Walpole Street,
126.77
Walnut Avenue,
260.32
Sturtevant Avenue,
825.79
First Street,
361.39
Second Street,
591.42
Phillips Avenue,
206.65
Elm Street,
1,073.21
Service Extensions,
1,051.53
Pleasant Street,
731.17
Engineering Service,
New supply 1912,
200.00
Trenching at Wells,
91.25
Additions and final
Payments on Pump-
ing Plant Purgatory Brook,
926.19
Filtration Plant at
Buckmaster Pond, 14,374.45
Increase for year 1913 $21,375.41 $21,375.41
$339,212.50
Uncollected Water Rates,
605.81
Uncollected Sundries,
69.05
Uncollected Stock Sales,
273.08
$388,111.16
Liabilities.
Bonds outstanding,
$132,000.00
Surplus January 31, 1913,
$239,705.59
Surplus for year ending Jan. 31, 1914, 16,405.57
256,111.16
$388,111.16
1
258
Statement and Maintenance and Repairs Expense.
Maintenance. Repairs. Total.
Experimental Work at Buckmaster Pond.
Labor,
58.50
Stock, 10.00
Carpenter Labor and Lumber, 98.26
Electric Power, 46.46
Rentals of Motor and Pump,
55.51
$268.73
Auto Maintenance and Repairs.
Registration Fees, suplies
and repairs, $322.74
Less credits,
74.30
$248.44
$248.44
Salaries of Commissioners, $450.00
Superintendent, 900.00
Collector of Water Rates, 296.74
$1,646.74
Office Expense,
Postage,
75.99
Light, 10.52
Coal, 65.15
Printing,
163.14
Clerical Service,
84.80
Carfares and expense,
10.24
$409.84
Teaming Account,
Hay, Grain, Feed and Team Hire, $242.94
Less credits, 78.50
$164.44
$164.44
Totals carried forward, $2,738.19 $2,738.19
259
Total brought forward, $2,738.19
$2,738.19
Pumping
Wages of Engineer and Assistants, $1,622.88
$1,622.88
Purgatory Brook Wells.
Pumping Plant,
Electric Power,
$3,889.63
Oil,
78.03
Electric Service Light,
8.98
Telephone,
24.71
Coal,
80.50
Supplies and Tools,
46.59
Cleaning Wells,
513.60
$4,642.04
Repairs on Pump and Talimeter,
$144.23
$144.23
Buckmaster Pond.
Pumping Plant,
Care of grounds,
19.44
Coal,
364.09
Telephone,
30.01
Oil,
5.75
Electric Service,
26.25
Insurance on Boilers,
75.00
Electric Wiring,
63.54
Ice,
.46
$584.54
Repairs,
Pump and Boilers,
76.95
Buildings,
438.01
Hydrants and Reservoirs, $123.25
514.96
$123.25
Totals carried forward, $9,710.90 $659.19
$10,370.09
260
Total brought forward, $9,710.90
$659.19 $10,370.09
Meter Repairs,
Meters replaced and meters repaired,
$250.03
$250.03
General Maintenance, $1,075.02
Street Settlements, 25.19
Moving Hydrants,
45.83
Tools,
14.49
Pito-meter Tests of
Water pumped at
Wells Station,
69.40
1,229.93
General Repairs,
Street Mains,
130.80
Gate boxes,
28.00
Talimeter,
21.61
180.41
Service Renewals,
89.40
89.40
Insurance,
Compensation and Lia-
bility Ins., 452.26
Less credits, 255.07
197.19
Fire Insurance on
Pumping Plants, 197.92
395.11
Tools,
Sundry Tools, 276.89
Less credits, 115.23
161.66
161.66
Auto, depreciation of,
147.50
147.50
Totals for maintenance, $11,734.50
$1,089.63
$12,824.13
261
Statement of Construction Account, Norwood Water Works.
Construction Account for year ending Jan. 31, 1914.
Lenox Avenue Extension,
Reimbursement to Fred L. Fisher, for payment for
Labor,
$178.80
Pipe and fittings,
297.18
Tools and Teaming,
19.70
$495.68
Hoyle Street,
Labor,
25.50
Teaming and tools,
3.00
Pipe and fittings,
30.07
Insurance,
1.02
59.59
Walpole Street,
Labor,
46.00
Pipe and fittings,
72.73
Tools and teaming,
6.40
Insurance,
1.64
126.77
Walnut Avenue Extension,
Labor,
93.00
Pipe and fittings,
156.03
Teaming and tools,
7.59
Insurance,
3.70
260.32
Sturtevant Avenue,
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