USA > Massachusetts > Middlesex County > Reading > Town of Reading Massachusetts annual report 1939 > Part 10
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Number of Hydrants in use (Public and Private) : 309.
Number of Stop Gates added during year : 6.
Water Department
116
·
Number of Stop Gates now in use : 810.
Number of Stop Gates smaller than 4": 150.
Number of Blow Offs added during year : None.
Number of Blow Offs now in use : 28.
Range of Pressure on 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", 940 feet of 10", 2,713 feet of 8"-Total 5,039 Feet.
Gates in use on Suction Mains : 1-16", 4-12", 3-8", 92-21/2" Gates.
Wells in use: Line A-14 Wells; Line B-17 Wells; Line C-11 Wells; Line D-12 Wells; Line E-9 Wells; Line F-12 Wells; Line G- 7 Wells; Line H-8 Wells. Total 90 Wells.
Statistics Relating to Services
Services : Kinds of Pipe: Cast Iron, Galvanized Iron, Lead Lined, Cement Lined, and Copper Tubing.
Sizes 3/4" to 6".
Extended : 3870.50 Feet.
Total in use : 40.97 Miles.
Number of active service taps added during year : 64.
Number of service taps in use : 2,663.
Average length of services-1939: 60.48 Feet.
Average cost of service to owner-1939 : $13.13.
Number of water meters tested: 346.
Number of water meters repaired: 200.
Number of water meters added: 66.
Number of water meters junked : 7.
Number of water meters now in use: 3002.
COMPARATIVE TOTAL PUMPAGE DURING THE PAST TEN YEARS 1 1930 to 1939 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. on Bonds
Esti- mated Popu- lation
1930
147,186,973
7,203,830 Inc.
403,257
19,742 Inc.
494.92
9,747
1931
144,923,924
2,263,049 Dec.
397,051
6,206 Dec.
211.95
9,747
1932
161,609,500
16,685,576 Inc.
441,423
44,372 Inc.
120.73
9,747
1933
171,847,300
10,237,800 Inc
470,389
28,966 Inc.
113.22
9,747
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
213,853,400
3,751 Inc.
122.24
10,703
1939
245,937,000
1,369,000 Inc. 32,083,600 Inc.
585,900 673,800
87,900 Inc.
106.93
10,703
Water Department
117
IRON REMOVAL PLANT Chemical and Microscopic Character of Raw Water-1939 (Unfiltered-Direct from Tubular Wells) (Parts per Million)
Carbon Dioxide
Dissolved Oxygen
Month
No. of Test Days
Iron
Hardness
Ave.
Max.
P.P.M.
% Sat.
Manganese
P. H. Value (Hydrogen Ion Conc.)
January
1
1.50
43.0
. . .
....
...
0.16
6.0
February.
1
2.00
53.0
. ...
2.7
23.6
0.18
6.0
April.
1
1.60
49.0
'2.4
20.5
0.11
6.0
June.
1
1.30
36.0
....
0.14
6.0
July .
1
1
1.20
38.0
2.5
20.6
0.10
6.0
September
1
0.80
32.0
..
1
1.10
37.0
0.7
6.1
0.17
6.0
December
1
1.20
37.0
Total
12
....
...
Average
Chemical and Microscopic Character of Water Delivered to Mains-1939 (Filtered Water as Delivered from Iron Removal Plant) (Parts per Million)
Month
No. of Test Days
Iron
Hardness
Ave.
Max.
P.P.M.
% Sat.
Manganese
P. H. Value (Hydrogen Ion Conc.)
January.
1
0.30
4.0
. ..
...
0.040
7.3
February
1
0.20
4.0
March
1
0.30
4.0
14.0
119.3
0.020
7.3
April.
1
0.30
3.0
0.026
7.4
May.
1
0.26
3.0
11.0
98.3
0.009
7.3
June.
1
0.24
3.0
. . ..
0.006
7.4
July .
1
0.10
. .
2.8
11.5
96.0
0.007
7.3
September
1
0.05
.
3.0
0.010
7.1
October
1
0.09
3.0
0.009
7.4
November.
1
0.20
3.0
13.0
112.0
0.004
7.3
December
1
0.10
42.0
3.0
0.006
7.4
Total.
12
. . .
...
Average
..
0.19
42.0
3.2
4.1
106.4
0.012
7.3
1
1.80
52.5
0.14
6.0
May.
1
1.60
40.0
0.12
6.1
1.20
37.0
August
0.09
6.1
0.11
6.0
November .
1
1.20
41.5
. ..
1.38
41.3
2.1
17.7
0.14
6.0
.
...
3.0
0.010
7.4
August
1
0.09
Carbon Dioxide
Dissolved Oxygen
0.000
7.4
October .
0.16
6.0
0.14
6.0
March .
YEARLY RECORD OF HUNDRED ACRE MEADOW PUMPING STATION January 1, 1939 to December 31, 1939
Month
No. Days
No. Hrs.
No. Min.
Gals. Pumped Total Venturi Meter Head
Power K.W.H.
Gallons Per K.W.H.
Rain- fall
Fuel Oil
Daily Average Gal. Pumped
January.
31
357
00
18,669,200
227
23,000
811.70
2.08
340
602,232
February
28
318
00
16,690,000
227
20,500
814.14
3.48
670
596,071
March .
31
363
45
18,801,800
227
23,400
803.49
4.00
535
606,509
April. .
30
353
45
18,005,700
227
22,700
793.20
4.47
205
600,190
May.
31
403
00
21,174,300
227
25,050
845.28
2.02
175
683,042
June. .
30
410
15
21,294,000
227
26,125
808.88
2.77
709,666
July .
31
536
30
27,504,000
227
34,200
804.21
.73
887,226
August.
31
471
20
24,270,300
227
31,700
765.62
3.13
782,913
September
30
398
45
20,644,200
227
26,600
776.09
2.45
125
688,140
October .
31
391
30
20,316,000
227
26,700
760.90
4.66
130
655,355
November.
30
376
30
19,269,400
227
24,500
786.50
.77
305
642,313
December .
31
375
45
19,298,100
227
24,400
790.90
2.92
480
622,519
Totals. . .
365
4,756
05
245,937,000
227
308,875
796.23
33.48
2965
673,800
MAIN WATER PIPE EXTENSIONS
Street
Section
6''
114"
Total
High
Near 257 High St. Southerly.
116.3
116.3
Off Spruce Rd.
Spruce Rd. Southerly
159.5
33.5
33.5
Spruce Rd.
Grove St. Easterly
383.5
383.5
Haverhill.
Franklin St. Northerly
652.0
652.0
Salem
301 Salem St. to Line Rd.
176.0
176.0
Cold Spring Rd ..
Longfellow Rd. Easterly
172.4
172.4
Beacon.
26 Beacon St. Northerly
72.0
72.0
Prospect
144 Prospect St. Northerly
62.0
62.0
Harrison
43 Harrison St. Northerly
380.0
313.0
313.0
Hartshorn
71 Hartshorn St. Westerly
160.0
160.0
Glen Rd ..
28 Glen Rd. Easterly
80.0
80.0
Totals
2,163.4
596.8
2,760.2
NEW HYDRANTS SET
Make
Location
Gated
Corey.
Spruce Rd., North Side, between Larch Lane and Birch Road.
Yes
Corey
Haverhill St., West Side, North of No. 656.
Yes
HYDRANTS MOVED, RAISED OR REPLACED
Make
Location
Operation
Make Set
Gated
Chapman
Main St., West Side, opp. Charles St.
Raised Hydrant 1 foot .. . Raised Hydrant 112 foot. Raised Hydrant 1 foot. . .
Chapman
Yes
Chapman
Pearl St., East Side, opp. Forest Glen Highland St., West Side, cor. Locust St. John St., East Side, opp. Foundry
Raised Hydrant 1 foot . ..
Chapman.
Yes
Chapman
Main St., West Side, front of No. 1012
Replaced Hydrant. Set
Corey.
Yes
Chapman.
Corey ..
Yes
Chapman.
Franklin St., West Side near No. 483 Green St., North Side near No. 164
Corey.
Yes
Chapman.
Hillside Rd., North Side near Waverly Rd.
Replaced Hydrant, gated. Moved Hydrant 47 feet Westerly, gated
Chapman
Yes
Chapman
Yes
Corey.
Corey .. .
Yes
Chapman
Hydrant back 6 feet Replaced Hydrant, gated.
159.5
Wood End Lane
12 Wood End Lane Westerly
380.0
Track Rd.
55 Track Rd. Southerly .
Size and Length of Extension
Water Department
120
KIND AND SIZES OF METERS IN USE JANUARY 1, 1940
Make
3/11
114"
11/2""
2ª
3"
4''
8'
Totals
Nash.
1401
13
12
1
3
3
1433
Hersey
534
11
24
6
9
7
1
1
1
594
Empire.
257
1
2
1
2
263
Gamon
182
2
.
.
Pittsburg.
144
13
2
159
Trident.
127
127
Crown .
69
2
2
3
9
85
Lambert
49
51
Union.
46
. .
1
1
1
36
Keystone.
1
9
Federal
8
8
Thompson
2
1
3
Columbia
1
. .
1
1
Totals
2856
40
46
17
17
21
3
1
1
3002
MAIN PIPE CONSTRUCTION
Extensions of water mains were made in thirteen separate loca- tions in 1939. Two of these extensions were replacements of existing 11/4" pipe mains, the remaining eleven being 4% guarantee installations to service newly erected houses. The replacement mains were neces- sitated by the erection of new buildings beyond the limits of the exist- ing mains, and 6" mains were laid to insure an adequate water supply to the sections affected, and in one instance to set a fire hydrant. Fourteen new houses were supplied with water from the eleven 4% guarantee main extensions, the longest single main extension being on Haverhill Street, where 652.0 feet of 6" main was laid. The average total cost of main water pipe extensions in 1939 was $1,885 per foot, all size mains included.
No further work was accomplished on the 12" auxiliary supply main to Hundred Acre Pumping Station in 1939, due to lack of funds and pressure of other work. Provision has been made, however, for its completion in 1940. Approximately 1500 lineal feet of pipe must be laid to complete the connection to the pumping station, which, when completed, will furnish the pumping station with two direct supply mains to Lowell Street at High Street, and which may be operated singly or together.
There were six breaks in main water pipes during the year. Four of these breaks were caused by pipe joint failures, and in each case the joint was recalked. The fifth break was caused by a dynamite blast in the Pearl Street W. P. A. sewer trench, which completely cut a 6" water main. This break was repaired by the installation of a split-
Water Department
121
.
2
48
Worthington
35
8
1
Gem.
. .
184
joint repair sleeve. The sixth break occurred when a 6" pipe around which a manhole had been built split open. In this instance, a section of pipe was removed, and by means of offsets, the main was by-passed around the manhole.
Service Pipe Construction and Maintenance
A marked increase in home building required the installation of 64 new services, which is above the normal yearly average for the past several years. New services totaled 3870.5 feet in length and had an average length of 60.48 feet per service. Three services were relaid from main to cellar on owners' applications, and two services relaid from main to sidewalk stop. There are now 40.97 miles of service pipe in use in the water distribution system, in sizes ranging from 3/4" to 6", and a total of 2663 service taps are in use.
Preliminary to the permanent type construction of Washington Street between Main Street and High Street, four existing water services were relaid from main to sidewalk, to minimize the possibility of leaking pipes and resulting excavation of the new street surface in the near future.
Eleven services developed leaks, in street and/or sidewalks, and were repaired, and on five of these it was necessary to install new corporation leads.
Maintenance and/or repair work was necessary on 106 services during the year. Of these, it was necessary to excavate 39 service pipes at or near cellar walls and replace sections of defective pipes. Several repair sleeves were installed where conditions warranted their use. A total of 72 new cellar shut-offs were installed at the owners' request and expense.
Many sidewalk stops and service boxes were replaced and repaired, and service boxes raised to grade where necessary on new construction of streets and sidewalks.
Meter Maintenance
It was necessary, because of stoppages, shut offs, etc. to remove 412 water meters in 1939. Of these, 346 meters were tested, 200 cleaned and repaired, 9 meters were replaced, 7 of which were junked, and 66 new meters set on new water services. There are 95 meters in the meter room from services temporarily shut off from unoccupied houses. Dur- ing the cold seasons, 26 meters were damaged by freezing.
Four new brick meter boxes were constructed to replace old wooden boxes, one brick meter box was raised to grade, and two wooden structures abandoned by moving the meters inside the buildings serviced. The annual inspection of meter boxes was made, and meters protected from freezing by insulation with felt sheathing.
Water Department
122
Fire Hydrants
Two new fire hydrants were added, both on 6" water main exten- sions. Because of replacement of the existing 11/4" main on Spruce Road with 6" main, it was possible to set a hydrant on Spruce Road, North Side, between Birch Road and Larch Lane, furnishing fire pro- tection for four properties. The second hydrant was set on Haverhill Street, West Side, North of No. 656 Haverhill St. at the end of a 652.0 foot 6" main extension to a new dwelling house.
Five hydrants were broken by automobiles during the year; two of the owners of automobiles involved reported the accidents and were billed for same; the other three involved were of the "hit-and-run" variety and were not apprehended.
Three of the breaks were of minor importance with no water lost. The hydrant on Woburn Street, North Side, corner Chute Street, was broken after a collision of two automobiles threw one of the cars into a large maple tree, off which it caromed onto the hydrant, which broke off underground. The car remained on the broken hydrant, blocking access to the hydrant gate. In order to shut off the water, it was necessary to close five main gates in the vicinity of the break. The accident occurrel at 6.55 A. M. and the water shut off at 7.15 A. M. It is estimated that 25,000 gallons of water were lost.
The hydrant on Main Street, West Side, corner Locust Street, was broken by an automobile whose driver allegedly fell asleep, at an early morning hour. In this break, the hydrant barrel was entirely removed, and, being in a high pressure section, a geyser of water sixty feet in height resulted, making it difficult to shut the hydrant gate.
Six hydrants were moved and/or raised to safer locations or to meet grade changes, the hydrant on Hillside Road corner Waverly Road being moved 47 feet Westerly because of a corner relocation. Three old hydrants were removed, replaced with new hydrants, and gated.
The annual Fall inspection of hydrants was made, and several hydrants found with minor defects such as plugged drips, bent rods, etc., repaired. All hydrants, on inspection, were found in working condition.
Early in the Spring, all hydrants were given a coat of paint to add to their visibility and appearance, following the accepted color scheme of red body, aluminum bonnet and hose caps.
Well System
Although lack of rain-fall during the year caused an extended drouth which seriously affected the water supply of many communities, no shortage of water occurred in Reading. Daily measurements were taken of the height of water in the test wells, and the well water supply
Water Department
123
was found to build up during the periods of non-pumpage to nearly what was drawn off during pumpage periods. As no water shortage was threatened, consumers were allowed to use all the water they de- sired for lawn and garden usages.
The near-record rainfall of 1938, which resulted in the flooding of the Ipswich River Meadows, deposited much driftwood and debris on the well-field. Drouth conditions in 1939 permitted a thorough cleaning up of the entire well field-debris removed, brush cut, well lines levelled off; also, many necessary repairs were accomplished on the wells and suction mains.
Suction Line G, comprising seven wells, developed a tendency to settle, due to peat and mucky sub-soil, causing lead well connections to be ruptured and suction main joints endangered. To remedy this condition, 56 wooden pilings were driven in pairs on either side of the suction main to an average depth of 23 feet, cross members attached, and the suction main supported thereby. The suction main and well connections were uncovered, joints inspected, tested and re-calked where necessary, lead well connections removed, repaired and replaced. Gravel was placed around suction main, wells and connections, and gates. After completion of this work, Line G was flushed and washed, sterilized, and turned back into the system.
On other suction lines, new leads were installed where inspection proved existing leads defective, all wells were washed, hand pumped and cleaned, sand wells driven deeper or raised to more suitable gravel water bearing strata, and in several instances gravel was placed around wells for additional support. One well, which on examination proved to be broken underground, was replaced by driving a new well. A gravel roadway, crossing well Line G to the Town Forest, was found to act as a dam preventing surface water from draining off a section of the well field. To permit drainage, a 12" cast iron pipe drain was laid under the roadway.
A new suction line, Line H, comprising 368.0 feet of 8" C. I. pipe and eight 21/2" driven wells averaging 35 feet in depth, was constructed in the late Fall. This line, tapped off Line C, is situated in an ex- cellent water-bearing sector, and all wells proved to be good pro- ducers. The work was done entirely by Department employees, and at a low cost. Working conditions were of the best, no ground water whatsoever being encountered. The new line, after being tested, sterilized and flushed, was turned into the well system December 7, 1939. As of December 31, 1939, there were 90 driven wells in active use.
Filtration Plant
The Iron Removal Plant operated efficiently during the year, with a total output of 245,937,000 gallons of aerated and filtered water, aver-
Water Department
124
aging 673,800 gallons per day, at a cost of $3.93 per million gallons filtered.
After constant and continuous usage, a film of iron residue is de- posited on the sand filter surfaces. When only a slight deposit is noted, it is broken up by raking with fine, short-toothed rakes. As the de- posit becomes heavier and thicker, sand is scraped off to the required depth and washed free of iron content in an ejector box. Both No. 1 and No. 2 Filter were each raked twice and scraped twice during 1939. The settling basin was also cleaned, and a washout in the basin filled in.
The control room and equipment was cleaned and painted, and other maintenance work accomplished.
Tables contained in this report show a comprehensive comparison of analyses of raw water and filtered water at the Iron Removal Plant. Treatment has produced a water containing a very slight turbidity and a little color. The amount of iron found in the filtered water is well below the safe limit. The amount of manganese found is inconsiderable, and the removal of carbon dioxide by aeration is of high degree.
Standpipes
Trouble in the water signal cable from Auburn Street Standpipe to the engineer's residence at Mill Street Pumping Station developed early in the year, and after carefully patrolling the entire length of cable, it was found that rubbing branches, presumably from the 1938 hurricane, had caused short circuits, which were repaired. During this work, overhanging tree branches in close proximity to the cable were re- moved. A new long distance signaling device was installed at Auburn Street Standpipe, replacing a device that had been in use for many years.
No other repairs or improvements were made to either standpipe, which functioned perfectly throughout the year.
It is recommended that the Bare Hill Standpipe be cleaned and painted during 1940.
Pumping Stations
Hundred Acre Station
The station operated every day during 1939, averaging 13 hours per day, and delivered 245,937,000 gallons of raw water to the Iron Re- moval Plant and filtered water to the distribution mains, averaging 673,800 gallons per day, at a cost of pumping figured on total pumping
Water Department
125
station expenses of $32.65 per million gallons pumped. The greatest amount pumped in any one day was on Monday, July 24, with a pumpage of 1,222,100 gallons. The greatest amount pumped in any one week was from July 5 to July 11, inclusive, with a total pumpage of 7,243,200 gallons. Pumpage in 1939 exceeded that of 1938 by 32.08 millions of gallons, due in part to drouth conditions and in part to the increased number of consumers.
The interior of the station-walls, floor, pumps and equipment were cleaned and painted. Regular maintenance work was accomplished on the grounds-lawns fertilized and rolled, bare spots reseeded, etc. Brush was cut on both sides of Strout Avenue and hurricane litter re- moved.
During the past year the power lines to this station have been ex- tended so that the station now has two sources of electric power. These two lines are connected at the end of Strout Ave. by a manual switch. Should anything now happen to either line the station can be immedi- ately transferred to the other line and continue to operate without loss of time. This Department is indebted to the Municipal Light Board for their cooperation in this matter.
Mill Street Pumping Station
This station was maintained in readiness for use in event of an emergency, but did not operate during the year. During the winter months, the boilers were kept fired to prevent damage to equipment by freezing. Damages caused to the buildings by acts of vandalism by parties unknown were repaired-window glass replaced, etc., and some windows boarded in to prevent repetition of the damage.
A fire, apparently started by carelessness of workers operating in the vicinity of the station, caused damage to the building formerly used as a lime shed. Discovered by a passing pedestrian, the Fire Depart- ment was called and soon had the blaze under control, preventing it from spreading to adjacent buildings. Damage to the burned structure was confined to the roof, north wall and attic. Wooden hockey rink sections stored in the building were also partially burned. Insurance adjusters awarded sufficient damages to make repairs, which have been made.
The engineer's residence adjoining the station was partially renova- ted-walls papered and painted, ceilings whitened, etc. Repairs also were made to the driveways. The grounds were maintained in the usual manner. A pipe guard rail, set in a stone retaining wall on the Mill Street frontage, and bad'y damaged by fallen limbs and trees during the hurricane, was repaired.
Water Department
126
General Recommendations
The department hopes that during 1940 conditions will allow the completion of the 12" main pipe extension on Grove St. This, if done, will be done under a W. P. A. Project. When completed the source of supply will be connected with the distribution system by two 12" mains which may be operated either singly or together. This will practically eliminate the possibility of the Town being cut off from the source of supply through the breakage of a supply pipe. At present should the 12" main on Grove St. between Franklin St. and the Pumping Station be- come disabled for any reason it would be impossible to supply water to the Town until repairs had been made.
The department hopes this year to be able to install a large check valve outside the pumping station off Grove Street. This valve will be a very important addition to the distribution system. At present a break in the piping within the station would relieve the pressure on the main and allow the water in the main to flow into, and flood, the station. Should this happen, much valuable equipment would be se- verely damaged. It would require an extended period of time to make necessary repairs during all of which time it would be impossible to use the station and the Town would be without a water supply.
During the past several years the department has continually ex- tended the well field, either by adding new wells in new locations and extending the suction mains to them, or by renewing and replacing wells which became unusuable for various reasons. The value of this policy was shown during the past year. While many Towns and Cities were seriously effected by the extended summer drought, Reading had sufficient water at all times to meet all d‹mands. We were indeed for- tunate.
The department hopes, this year, to be able to drain, clean, scrape and paint the Bare Hill Standpipe both inside and outside. This stand- pipe has not been painted since it was erected. It is now in need of a complete renovation.
Each year the department receives many calls, due to townspeople attempting to use rusted shut offs and causing damage to pipes thereby. It would like to advise the townspeople not to apply any great force to shut offs. Aged and rusty shut offs will not stand much pressure with- out breaking and causing minor floods. Neither will the adjacent pipes if they have been installed any great length of time. This area is the weakest part of the water service. Our advice is to try the shut off easily. If it does not work easily, call the Water Department and we will adjust it. This will save time and expense for both the Town and the property owner.
Water Department
127
-
HIGHWAY DEPARTMENT
Gentlemen :
The following is the yearly report of the Highway Department : Appropriations Voted in March Town Meeting:
1. Highway Maintenance and Construction $ 45,125.00
2. Removal of Snow and Ice 7,844.10
3. Maintenance of Storm Drains 2,000.00
4. Sidewalk Construction 7,000.00
5. Development of Storm Water Drainage 6,500.00
6. Care of Dumps
1,200.00
7. Construction of Prospect Street 480.00
8. Construction of Belmont Street
896.00
9. Construction of Washington Street 1,500.00
10. Appropriation for Special Labor 13,000.00
11. Purchase of Equipment 8,000.00
Appropriation Voted at Special Town Meeting June 20, 1939 :
12. Removal of Snow and Ice Unexpended Balances from Previous Appropriations :
4,000.00
13. Construction of Waverly Road $ 381.00
14. Construction of Granger Avenue 787.75
15. Chapter 90 Construction Lowell St. 7,850.20
16. Chapter 90 Construction Woburn St. 1,276.47
10,295.42
17. Received from State and County for Chap. 90 Maint.
2,000.00
18. Credited to Highway Dept. for Gasoline Refunds 215.94
19. Transfer to Highway Dept. from Reserve Fund for Haven Street Widening and Curbing
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