USA > Massachusetts > Middlesex County > Reading > Town of Reading Massachusetts annual report 1943 > Part 7
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2.72
1.71
4.00
1.58
3.09
4.07
0.86
3.56
1.10
2.66
32.70
1909
4.17
5.33
3.57
3.95
1.97
2.14
3.59
2.75
3.74
1.23
4.06
3.60
40.10
1910
4.54
3.14
1.58
2.32
1.19
4.36
1.98
2.61
2.45
1.48
4.30
1.92
31.87
1911.
2.25
2.94
3.12
1.89
0.67
3.43
4.79
3.80
2.94
2.91
4.14
3.57
36.45
1912.
2.68
2.42
5.04
4.05
5.73
0.29
6.44
2.02
3.02
1.45
3.10
4.80
41.04
1913
2.48
2.64
4.51
3.76
3.45
0.93
1.68
3.48
3.66
7.56
2.13
3.24
39.52
1914
3.34
3.65
4.09
6.32
2.76
1.44
2.34
2.78
0.23
1.51
2.92
3.69
35.07
1915
5.52
3.54
0.00
2.72
1.68
4.60
8.76
6.66
0.70
2.80
2.93
5.47
45.38
1916.
1.22
5.37
3.37
5.14
4.59
5.86
3.13
2.30
3.11
1.01
1.94
2.01
39.05
1917.
2.92
2.41
4.18
2.90
4.00
4.78
1.19
3.70
1.46
5.75
1.39
2.65
37.33
1918.
3.08
3.02
2.02
4.10
0.85
3.04
2.99
2.81
8.37
1.02
2.24
2.48
36.02
1919.
3.61
4.01
2.46
5.44
0.88
3.22
3.83
5.65
2.63
6.20
1.53
42.70
1920.
2.75
6.46
4.21
5.75
3.27
5.24
1.94
2.02
4.27
1.16
4.67
4.82
46.56
1921.
3.43
2.43
5.48
1.86
4.02
9.79
1.96
1.74
1.57
6.50
2.28
43.15
1922.
2.72
4.27
1.37
5.08
11.27
4.88
3.29
3.68
2.73
1.06
3.12
45.24
1923.
6.95
1.67
2.60
5.17
1.56
2.79
1.98
3.17
0.82
3.63
4.13
4.83
39.30
1924
3.77
2.55
1.71
4.25
2.53
2.70
4.80
7.95
0.05
2.56
1.52
37.49
1925
4.28
2.14
7.66
2.95
2.05
5.62
3.13
2.37
2.16
4.66
3.94
5.53
46.49
1926
2.53
4.41
2.83
2.24
2.19
1.80
3.30
1.32
3.95
3.89
3.08
33.62
1927
2.32
1.30
1.43
2.19
2.27
3.04
5.28
2.68
4.10
4.18
4.77
36.74
2.17
3.37
1.45
5.13
2.77
6.63
3.65
3.84
4.18
'2.96
2.28
2.57
41.00
1929
3.14
3.76
3.49
6.81
3.50
1.21
1.19
4.53
2.41
2.49
2.87
3.63
39.03
1930.
2.48
2.05
3.29
1.90
3.38
2.19
4.07
2.77
0.79
4.45
3.68
2.20
33.25
1931
3.27
2.72
4.94
3.07
3.53
6.47
3.76
4.11
1.97
2.43
1.26
3.72
41.25
1932
3.92
1.90
4.83
2.01
1.17
1.81
2.04
5.09
7.24
7.26
5.25
1.29
43.81
1933
2.27
3.45
7.22
6.51
2.70
1.27
1.47
4.41
9.97
3.50
0.96
3.47
47.21
1934
3.17
3.29
5.13
3.09
2.52
4.00
1.25
1.73
6.43
3.89
2.03
2.70
39.23
1935
6.13
3.23
1.06
4.72
1.44
6.21
2.67
1.98
4.03
0.58
4.36
0.90
37.31
1937
4.50
1.80
3.21
4.61
3.13
3.45
0.97
3.91
3.04
4.48
5.18
4.89
43.17
1938
4.08
2.07
2.11
3.12
3.51
7.18
11.42
2.19
8.33
2.93
1.86
2.85
51.65
1939
2.08
3.48
4.00
4.47
2.02
2.77
0.73
3.13
2.45
4.66
0.77
2.92
33.48
1940.
2.22
4.34
3.68
4.65
3.52
2.41
2.58
0.80
4.59
1.05
6.67
2.73
39.24
1941
3.16
1.88
2.51
1.87
2.24
2.09
3.66
3.05
0.58
2.13
2.38
4.08
29.63
1942.
4.25
2.98
7.20
2.02
3.34
3.19
5.08
1.82
2.18
2.99
4.72
5.61
45.38
1943
3.09
1.03
3.57
2.60
5.54
2.09
4.79
1.35
0.67
5.84
4.45
1.02
36.04
Average.
3.41
3.20
3.78
3.89
2.98
3.53
3.39
3.23
3.64
2.99
3.23
3.45
40.72
1936
6.60
3.09
7.23
3.01
2.05
2.73
1.75
4.49
4.15
1.59
1.37
8.24
46.30
2.08
1928
3.24
2.09
1.77
3.18
3.10
SUMMARY OF STATISTICS
For Year Ending December 31, 1943 Reading Water Department Reading, Middlesex County, Massachusetts
General Statistics
Population by census of 1940: 10,861
Date of Construction : 1890, Mill Street; 1931, Grove Street.
By whom owned: Town of Reading.
Sources of Supply : Filter Gallery and Artesian Wells.
Mode of Supply: (whether gravity or pumping) : Pumping.
Pumping Statistics
Builders of Pumping Machinery: Sullivan Machine Co., George F. Blake Mfg. Co., Platt Iron Works, DeLaval Steam Turbine Co.
Electric Pumps at Grove Street Station
Description of Pumps :
(A) Pumping Unit No. 1 -:- 2-stage 5/4 DeLaval, 75 H.P. 1750 R.P.M. 3 phase 60 cycle, 440 volts, 650 G.P.M.
(B) Pumping Unit No. 2:2-stage 8/6 DeLaval, 125 H. P. 1750 G.P.M. 3 phase 60 cycle, 440 volts, 1000 G.P.M.
K. W. H. used for year: 292400
Power Cost for year: $5142.56.
Total Pumpage by Venturi Meter : 229,498,200 gallons.
Cost of Pumping per Million Gallons, power only: $22.40.
Average number gallons pumped per K.W.H .: 784.88.
Cost of pumping figured on Total Pumping Station No. 2 expenses, per million gallons pumped : $30.89
Cost of Filtration, per Million Gallons, figured on Filtration Plant Expenses : $16.99.
Total Cost of Supplying Water per Million Gallons, figured on Total Maintenance, plus interest on bonds : $142.41.
Total Cost of Supplying Water, per Million Gallons, figured on Total Maintenance, plus interest on Bonds, plus cost of safety precau- tions : $160.06.
Average Static Head against which pumps work: 227
Average Dynamic Head against which pumps work: 258
Water Department
84
Statistics Relating to Distribution Mains
Kind of Pipe: Cast Iron, Galvanized Iron.
Sizes 11/4 inches to 12 inches.
Extended: No main water pipe extensions installed in 1943.
Total in use at present : 52.63 Miles (6" to 12").
Cost of Maintenance per mile : $40.19.
Number of Hydrants added during year: None. Number of Hydrants in use (Public & Private) : 329.
Number of Stop Gates added during year : None.
Number of Stop Gates now in use: 851.
Number of Stop Gates smaller than 4": 152.
Number of Blow Offs added during year : None.
Number of Blow Offs now in use: 29.
Range of Pressure on Water Mains: 45-90 1bs.
Statistics Relating to Suction Mains
Kind of Pipe : Cast Iron.
Sizes of Pipe : 16", 12", 10", 8".
Total Number of Feet in use: 116 feet of 16", 1270 feet of 12", 882 feet of 10", 3146 feet of 8". Total 5414 Feet.
Gates in use on Suction Mains : 1-16", 4-12", 1-10", 3-8", 102-21/2" Gates.
Wells in Use: Line A-7 Wells Line B-17 Wells Line C-11 Wells. Line D-12 Wells Line E-15 Wells Line F-20 Wells. Line G-8 Wells Line H-13 Wells Total 102 Wells.
Statistics Relating to Services
Services : Kinds of Pipe: Cast Iron, Galvanized Iron, Lead Lined, Cement Lined, and Copper Tubing.
Sizes : 3/4 inch to 6 inch.
Extended: 240.70 feet.
Total in Use: 43.75 miles.
Number of active service taps added during year : 3.
Number of service taps in use: 2740.
Average length of services installed in 1943: 80.23 feet.
Average cost of water services to owner in 1943: $81.21.
Number of water meters tested: 319.
Number of water meters repaired : 218.
Number of water meters added: 17.
Number of water meters junked: 3.
Number of water meters now in use: 3291.
Water Department
85
IRON REMOVAL PLANT Chemical and Microscopic Character of Raw Water-1943 (Unfiltered-Direct from Tubular Wells) (Parts per Million) Parts per Million, except as noted
Carbon Dioxide
Dissolved Oxygen
Month
No. of Test Days
Iron
Oxygen Consumed
Ave.
Max.
P.P.M.
% Sat.
Manganese
P.H. Value
January .
2
[1.90
[39.0
144.0
10.38
16.1
March .
1
2,50
48.5
1.35
11.3
0.32
6.2
May .
1
2.00
46.0
June .
·
....
....
..
..
....
July .
1
2.80
46.0
0.95
8.4
0.32
6.1
September
1
2.60
43.0
0.60
5.6
0.34
6.2
November
1
2.40
45.0
142.0
[1.10
20.41
16.2
Total.
10
...
. .
Average .
·
2.40
44.8
48.5
1.00
8.6
0.35
6.1
Chemical and Microscopic Character of Water Delivered to Mains-1943 (Filtered Water as Delivered from Iron Removal Plant) (Parts per Million) Parts per Million, except as noted
Carbon Dioxide
Dissolved Oxygen
Month
No. of Test Days
Iron
Oxygen Consumed
Ave.
Max.
P.P.M.
% Sat.
Manganese
P.H. Value
January . ..
2
10.48
15.0
1.005
7.1
March .
1
0.40
5.0
10.1
89.7
. 006
7.2
May.
1
0.47
8.0
.007
7.1
June .
.
...
.. .
July .
August .
1
0.37
5.5
10.9
98.4
004
7.0
September
1
0.40
5.0
11.9
105.8
.006
7.2
October . .
1
0.40
5.0
.006
7.1
December
2
0.65
15.5
[10.8
90.6
1.020
17.1
Total
10
. . ..
. . .
...
. . ..
..
Average
.
0.50
4.8
8.0
10.9
96.1
. 007
7.1
1
2.40
47.0
0.36
6.1
December
2
12.40
10.36
6.0
12.40
147.5
. ...
$0.36
6.0
February
12.60
April .
. .
0.30
6.0
...
August
0.32
6.0
October .
1.006
17.2
February .
10.60
14.0
April .
. 004
7.1
November
1
0.40
1.010
17.0
10.80
5.3
YEARLY RECORD OF HUNDRED ACRE PUMPING STATION January 1, 1943 to December 31, 1943
Month
No. Days
No. Hrs.
No. Min.
Gallons Pumped Venturi Meter
Total Head
Power K.W.H.
Gallons Per K.W.H.
Rain- fall
Fuel Oil
Daily Average Gallons Pumped
January.
31
322
17,161,200
227
21,500
798.19
3.09
181
553,587
February.
28
296
15
15,738,400
227
19,900
790.87
1.03
426
562,086
March.
31
330
45
17,580,900
227
.22,300
788.38
3.57
185
567,126
April . .
30
327
30
17,407,600
227
21,900
794.86
2.60
124
580,253
May.
31
344
30
18,384,900
227
23,300
789.05
5.54
593,061
June.
30
407
45
21,648,000
227
27,200
795.88
2.09
721,600
July .
31
491
45
26,097,100
227
33,400
781.35
4.79
841,842
August. .
31
406
30
21,529,000
227
27,500
782.87
1.35
100
694,484
September
30
376
45
19,950,600
227
25,900
770.29
.67
665,020
October .
31
357
30
18,542,600
227
24,300
763.07
5.84
598,148
November.
30
314
45
16,794,100
227
21,500
781.12
4.45
559,803
December .
31
353
18,663,800
227
23,700
787.50
1.02
390
602,058
Totals. .
365
4,329
229,498,200
227
292,400
784.88
36.04
1,406
628,762
KIND AND SIZES OF METERS IN USE JANUARY 1, 1944
Make
5% !!
3/ 11
1"
11%"
4"
Totals
Nash . .
1,566
14
14
1
5
3
·
1,603
Hersey
534
11
24
6
9
7
1
1
1
594
Empire.
257
1
2
1
2
263
Gamon .
182
184
Pittsburg.
152
13
. .
2
167
Trident .
239
2
241
Crown.
68
2
2
3
8
83
Lambert
49
45
35
36
Keystone.
1
8
9
Federal
8
8
Thompson
2
1
Columbia
1
Gem. .
Totals .
3,139
43
48
17
19
20
3
1
1
3,291
COMPARATIVE TOTAL PUMPAGE DURING PAST TEN YEARS 1934 to 1943 Inclusive
Year
Annual Pumpage (Gallons)
Increase or Decrease (Gallons)
Average Daily Pumpage (Gallons)
Increase or Decrease (Gallons)
Cost per Million Gallons Pumped Figured on Total Maint. and Int. ton Bonds
Esti- mated Pop- lation
1934
221,260,400
49,413,100 Inc.
606,192
135,803 Inc.
115.05
9,767
1935
248,075,400
26,815,000 Inc.
679,658
73,466 Inc.
90.61
10,703
1936
249,110,100
1,034,700 Inc.
680,629
971 Inc.
100.70
10,703
1937
212,484,400
36,625,700 Dec.
582,149
98,480 Dec.
129.81
10,703
1938
213,853,40G
1,369,000 Inc.
585,900
3,751 Inc.
122.24
10,703
1939
245,937,000
32,083,600 Inc.
673,800
87,900 Inc.
106.93
10,703
1940
245,786,000
151,000 Dec.
671,546
2,254 Dec.
99.06
10,861
1941
245,332,500
453,500 Dec.
672,143
597 Inc.
115.87
10,861
1942
224,146,800
21,185,700 Dec.
613,965
58,178 Dec.
134.07
10,861
1943
229,498,200
15,351,400 Inc.
628,762
14,797 Inc.
142.41
10,861
1
1
47
Worthington.
1
2
1
. .
1
1
Water Department
88
.
.
2
.
2
51
Union .
MAIN PIPE CONSTRUCTION
No main water pipe extensions were made to the water distribution system during 1943, due to Federal government restrictions on new home construction to conserve vital materials. As Reading contains few important war industries, the housing developments necessary in neigh- boring communities were not needed in Reading.
As of January 1, 1944, the Reading water distribution system com- prises 52.63 miles of water mains in sizes 6" to 12", besides other mains of small sizes.
Main Pipe Maintenance
One distribution main break occurred during the year, on Hampshire Road, and was due to a blown joint in a six-inch water main. Some minor repairs were also made to the six-inch main crossing Death Bridge on Lowell Street. This main is enclosed in an insulated metal sheathing, which was re-packed and painted after repairs had been effected.
On Track (Private) Road West, in the Reading-Wakefield Fair Ground area, two lengths of six-inch water main were laid under the newly excavated Quannapowitt Drain ditch to insure an adequate water supply for future possible development in this area, and also to replace a 11/4" main laid in Track (Private) Road. The existing Track Road 11/4" water main was also lowered on either side of the drain ditch to match the grade of Quannapowitt Drain ditch.
On Franklin Street, opposite Dividence Road, the 8" water main was located.and a six-inch tap made into it for a future water main extension on Dividence Road.
Gate valve boxes in various locations have been adjusted to grade and inspected for operational efficiency. During the early months of the year, the yellow identification rings were repainted around each gate box top.
Service Pipe Construction and Maintenance
Three new water service connections were made in 1943, further em- phasizing the curtailment of building construction due to war-time con- struction material restrictions. Two of these services were installed to newly erected dwellings, the third was made to an existing dwelling. These water services totaled 240.70 feet in length, with an average length per individual service of 80.23 feet, at an average cost of service to owners of $81.21. As of January 1, 1944, there are 43.75 miles of ser- vice pipe in use in the water distribution system, totaling 2740 individ- ual service taps, in sizes ranging from 3/4" to 6".
Leaks were discovered and repaired in nine water services, in the street sections. Causes of leaks ranged from pipe failures to lead goose- neck defects. Six services were relaid in whole or in part, to correct low pressure and replace old and worn service pipe. A total of thirty-
Water Department
89
five water services were rodded and flushed to remove sediment from service pipes and improve water pressure in residences.
Nine new curb stops were cut in services to replace defective stops, and three new curb boxes were set. A total of fifty-four water service pipes were repaired at cellar walls, and sixty-one new cellar shut offs, or "Y" valves, were installed, to replace old and defective shut-offs.
Meter Maintenance
A total of 319 active water meters, in sizes ranging from 5/8" to 3", were tested by the meter repair department in 1943. Of this number 218. were dismantled, cleaned and repaired. Three obsolete water meters were junked and replaced with new meters, and new meters were instal- led on several newly occupied houses and for individual apartments. There are as of January 1, 1944, a total of 101 meters in the meter room from services temporarily shut off from unoccupied buildings.
Extremely cold weather during the early months of 1943, coupled with houses inadequately heated through reduction of fuel, resulted in 76 water meters becoming frozen. Some of these meters were badly damaged by householders in attempting to thaw them out. Frost bottoms or breakable bushings on many of the water meters saved them from being irreparably damaged, and all frozen meters were repaired and reset.
The annual inspection of meter boxes was made prior to cold weath- er and the usual protective frost insulation material installed where nec- essary. Three meter boxes were eliminated by moving the meters into cellars of houses.
At Camp Curtis Guild on Haverhill Street, at the junction of Rivers Road, a reinforced concrete combination meter and chlorination vault was installed by the Army Engineers and a 6" compound water meter was set, which now measures all water used in the Camp area. A chlori- nating device was also installed in the vault.
As of January 1, 1944 there are in use in the water distribution sys- tem 3291 water meters, in sizes ranging from 5/8" to 8".
Fire Hydrants
No new fire hydrants were installed by the Water Department dur- ing 1943. At Camp Curtis Guild on Rivers Road near the Administra- tion Building the Army Engineers installed a fire hydrant at the end of a new 6" water main in the Camp area.
All fire hydrants were inspected and found to be in good operating condition, with the exception of one private hydrant, which was re- paired. All hydrants used by the Fire Department in 1943 were found to be in good working order.
Seven fire hydrants were broken during the year by being accident- ally hit by automobiles and trucks. Three of the hydrants broken were repaired without excavating, the others were excavated and repaired.
Water Department
90
On November 19 and 26, engineers employed by the New England Fire Insurance Rating Association, Municipal Protection Department, assisted by departmental employees and Fire Chief Hugh L. Eames, made a series of fire flow tests in fifty-five locations covering the entire water distribution system. Readings were taken and tabulated showing static pressure with hydrants closed, residual pressure on mains with hydrants flowing, and discharge volume obtained. The engineers'report is being compiled at the date of writing this report, and it is expected will soon be received by the Department. Tests made showed that on the whole an adequate supply of water for fire protection purposes is obtained throughout the distribution system, with improvements to the same being possible by means of several new water main installations in the future, of a suitable size, to strengthen comparative weak spots found by these tests in the distribution system.
Driven Well System
No new suction mains or driven wells were added to the water col- lection system in 1943, and although the total pumpage exceeded that of 1942 and the year's rainfall showed a 4.68 inch deficit, the underground water level as shown by daily readings of the test well remained at a satisfactorily high point.
During July and August, when the meadows in the well-field area were at their dryest, meadow grass was mowed from all well lines, and all wells were spudded, washed with water from the town supply mains, and then pumped clear. Several air leaks were found by testing wells individually, and were excavated and repaired. One well-connection was replaced during the year.
On Suction Line F, a section of suction main was found to have sagged considerably, due to the unstable peat subsoil in which it rested. The suction main was excavated, and it was found that a settling of 1.5 feet had occurred in the center of the sagged area. To remedy this condition, timber piling was driven to an average depth of 18 feet at in- tervals along either side of the suction main, and strong timber cross- pieces attached thereto, on which the suction main was supported after having been raised to grade.
As of January 1, 1944 there are 104 driven wells in the collection system, of which 102 are in active use. One well on Line "B" and one on Line "F" are out of service, both being sand bound. These two wells will eventually be removed and re-driven in different locations.
Filtration Plant
The filtration plant has operated efficiently and economically during the year. A total of 229,498,200 gallons of raw water direct from the driven wells, averaging 628,762 gallons per day, was aerated and fil- tered during the year. Tables included in this report show the results obtained by aeration and filtration.
Water Department
91
·
Upon examination, it was found that the coke in the trickler or con- tact aerators was partially clogged with iron hydrate. This coke had been in constant use since July 21, 1936, and had performed its function of gathering the fine, dispersed particles of iron hydrate from the spray nozzles into aggregates or bunches large enough to be retained by the sand in the sand filters, efficiently for over seven years, which is slightly over the average service time for installations of this nature. Attempts to wash the coke proved unsuccessful, as the saturation of iron hydrate on the coke was found to extend through all the four foot depth of the coke bed.
After experimenting with removing the coke by hand, a gasoline powered crane with a sixty foot boom equipped with a 1/2 cubic yard clam-shell bucket was rented, and the used coke removed. One aerator at a time was cleared, the other aerator being worked longer hours to keep the water in the sand filters at a safe level. New coke was put in the aerators with the crane quite rapidly. Removal of the coke from the coke beds required careful operation, as the coke rests on reinforced concrete slats and is studded with banks of aerator pipe risers. The clam-shell bucket had to be hand-guided between these pipes, and the bottom 6" of coke removed from the concrete slats by hand. Approxi- mately 90 tons of new coke were purchased to refill the coke beds.
After each coke bed was renewed, the new coke was thoroughly sprayed with a disinfecting solution of HTH, the aerator pipes and spray caps cleaned and reamed, and the subsiding basins under the coke filters thoroughly brushed, washed and disinfected. Each coke filter was washed for four hours and the water run off through a waste drain pipe before turning the renewed coke filters back into service. Aerator No. 1 was placed back in service on November 5, and Aerator No. 2, on December 11, 1943.
Sand Filter No. 1 was raked once and scraped three times, and Sand Filter No. 2 was raked four times and scraped three times during the year, to break up and to remove iron deposit films on sand filter sur- faces. The ejector box was used six times during the year to wash filter sand. The vertical feed pipes to the aerator nozzles were brushed and washed during the year, and the spray holes in the pipe caps reamed out.
During the early winter months, the interior walls of the Filtration Plant were scraped clean of old paint, which had been blistered and raised by the dampness of the aerators and subsiding basins, and the walls and floor waterproofed and repainted. Piping and control machin- ery was also cleaned and painted. Exterior walls of the Filtration Plant, which had spalled to some extent, were repaired with a waterproof cement mixture.
Stand Pipes
No major repair or maintenance work was necessary on either standpipe during the year.
Water Department
92
PUMPING STATION
Hundred Acre Pumping Station
This pumping station was operated during the year, averaging 11.86 hours of operation per day, and delivered 229,498,200 gallons of raw well water to the Iron Removal or filtration plant and filtered water to the distribution mains, averaging 628,762 gallons per day, at a cost of pump- ing figured on total pumping station expenses of $30.89 per million gal- lons pumped. The greatest amount pumped in any one day was on Wednesday July 21, 1943 with a total pumpage of 1,296,500 gallons; in any one week, from July 15 to 21, 1943 inclusive, with a total pumpage of 7,559,200 gallons. The 75 H.P. high lift pump was in daily operation for a total of 4,323.75 hours during the year, and the 125 H.P. high lift pump in operation during monthly test runs only of 5.25 hours.
No major repairs were necessary on the pumping equipment dur- ing the year, and motors, pumps and other equipment maintained a high degree of efficiency. Low Lift Pump No. 1 was cleaned and repacked, and the suction settling tank cleaned and flushed. During the winter months, the interior of the pumping station was cleaned and painted, including all piping and machinery by departmental employees. One in- terruption of electric power supply occurred during the year, when a sudden wind storm uprooted a tree and caused a power line break. The power was off for one hour only.
The Reading Auxiliary Police Corps, who had voluntarily carried on guard duty at the Pumping Station since December 11, 1941, ceased their participation in the guard duty at 12:00 midnight Sunday June 20. Paid departmental employees, then took over the guard duty on a twenty- four hour basis, until certain other safety precautions were instituted. Strout Avenue and the road to the Town Forest, which passes through the Pumping Station premises, remain closed to the public, as a neces- sary war-time measure for protection of the pumping station and water supply area.
Mill Street Pumping Station
This pumping station was not actively operated during the year, but was held in readiness to be put in operation at short notice as an emer- gency or auxiliary source of water supply. One boiler was kept fired during the winter months and the steam-driven pumps were operated for testing purposes, but pumped no water into the distribution mains. The boilers and pumping equipment were inspected and approved by the State Department of Public Safety and by the insurance company.
Maintenance work was accomplished on the grounds and buildings, and much equipment was stored in the lime shed to relieve congestion at the Municipal Garage.
Water Department
93
HIGHWAY DEPARTMENT
Gentlemen :
The following is the yearly report of the Highway Department : Appropriations voted in March Town Meeting:
1. Highway Maintenance and Construction $ 40,000.00
2. Removal of Snow and Ice 12,000.00
3. Maintenance of Storm Drains 4,000.00
4. Sidewalk Construction 3,300.00
5. Development of Storm Water Drains 4,200.00
6. Care of Dumps 1,400.00
7. Construction of West Hill Circle
Balance Forward from 1942
834.06
8. Construction of Wescroft Road Balance Forward from 1942 1,850.90
9. Construction of Springvale Road Balance Forward from 1942 162.24
10. Construction of Harvard Street Balance Forward from 1942 341.20
11. Construction of Lewis Street Balance Forward from 1942 189.77
12. Development Committee Balance Forward from 1942 500.00
13. Received from State and County for Chapter 90 Maint. 1,500.00
14. Road Machinery Fund
Balance Forward from 1942 216.73
15. Transfer from Road Machinery Account to Road Ma- chinery Fund 9,850.00
16. Credited to Road Machinery Fund from Gasoline and Miscellaneous Refunds 256.05
17. Credited to Highway Department from Victory Garden Acct. 224.12
Appropriation Voted at Special Town Meeting June 1, 1943 :
Highway Department 94
18. Victory Garden Account 600.00 Appropriation Voted at Special Town Meeting Decem- ber 13, 1943:
19. Snow and Ice Account $ 1,500.00
Grand Total $ 82,925.07
Expenditures and Balances of the above Appropriations :
Item
1. Highway Department Appropriation for Maintenance and Construction
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