USA > Massachusetts > Middlesex County > Reading > Town of Reading Massachusetts annual report 1939 > Part 13
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The settees on the Northwest common were repaired and oil treat- ed, and one new settee constructed and set. Prolonged drouth condi- tions during the summer months necessitated frequent hose spraying of the grassed areas.
A small flower bed was set out in the spring and kept replenished with new flowers during the summer.
Park Department
153
Leach Park
Leach Park was maintained in its usual manner-grass kept cut and raked, reloamed and seeded where necessary, walks edged and sur- faced with stone dust.
The blue spruce which was planted in 1938 to replace the one lost during the hurricane was straightened and guyed after having been tip- ped by the weight of Christmas decorations.
Dickie's Pond
Good skating conditions were enjoyed during the early part of 1939,. the hockey rink and skating area maintained and cleared of snow when necessary.
Hockey clubs and leagues continued active and the rink, illuminated for night games, was in constant use.
Due to the fact that this skating area was to be developed into cultivated farm land, the owner was compelled, after the 1938-1939 skat- ing season had ended, to withdraw his generous offer of use of the area for skating purposes, as it was evident that the flooded area re- quired too long a period of draining before crops could be sowed.
The Board wishes, herewith, to publicly express their gratitude to Mr. Logan Dickie for his generosity and public spiritedness in allowing the use of his land for the past several years.
Sturges' Public Ice Skating and Winter Sports Center
As the need of a skating area in the Southern part of the town was evident, a new site adjacent to the one formerly used was desired.
Fortunately, Mr. Allan H. Sturges of Walnut Street had a suitable area on his estate and generously offered the use of this area to the town.
This area is situated on the Northerly side of Walnut and South Streets, has ample water-shed from adjacent hills and is fed by four brooks. The total area offered includes 11.742 acres, approximately 4 acres of which are flooded and used for skating. The remaining area contains several steep slopes suitable for coasting and amateur skiers.
After elevations were taken, a concrete and earth dam was designed and built adjacent to Walnut and South Streets, with an earth and clay wing-dike. The courses of two brooks were altered by cross-ditch- ing and the area to be flooded cleared of brush, grass cut and burned:
Park Department
154
and swamp hummocks removed. Welfare labor was used almost entire- ly for this work.
The hockey rink walls formerly used at Dickie's Pond were erected in this area at a suitable location and the flood light equipment re- moved from Dickie's and set up.
Even with the dry fall, it was soon evident that an adequate supply of surface water would be available and with the early winter rains the area intended for flooding quickly filled.
Continued sub-normal temperatures in November and December resulted in excellent skating conditions and the hockey rink and skat- ing area have been in constant use.
The town is indeed indebted to Mr. Sturges for his generosity in allowing the usage of his property for this purpose.
Intersection Grass Plots
The grass plots or traffic guides were maintained during the sum- mer months-raked, fertilized, seeded and rolled and grass mowed and trimmed.
War Memorial
When the War Memorial was erected, no provision was made for the care and maintenance of the memorial and grounds. This Depart- ment has done the work necessary in 1939 with Welfare labor. The Town should, however, take action in this matter to place the care and maintenance of this memorial in some particular department.
General Recommendations
A considerable area of Birch Meadow Playground was filled the past year. A brook separates this area from the present playing field. It is urged that funds be provided in 1940 to pipe in the brook, thus uniting the two areas. Also that funds be provided to loam and seed the newly filled area so that a much larger playing area will be avail- able.
Two tennis courts were resurfaced with bituminous concrete, dur- ing the past year. These courts and those resurfaced similarly in 1938 are by far the most popular courts in our system. It is hoped that
Park Department
155
funds will be provided yearly until such time as all our courts have been similarly resurfaced.
The portable wooden bleachers on Washington Street Park are in very poor condition and should be replaced in 1940. In the event that they are not replaced, the major part of the present bleachers will have to be abandoned.
The turf on Washington Street Park has been treated several suc- cessive years, and is now in fair condition. The surface of this field re- ceives heavy usage continuously from early spring until late fall. It must be treated each year or else it will rapidly deteriorate until only a bare dirt field will remain.
The softball diamond on Birch Meadow Playground was extremely popular during the summer season of 1939. As it was impossible to find time for all the organized teams to play their scheduled games and still allow time for unorganized softball games, the field has been equip- ped with flood lights. While the capacity of these lights is not com- parative to standard flood-lighting, it does allow "scrub" games to be played until late in the evening.
The amount of damage done to park equipment during each year is reaching serious proportions. Most of this damage is deliberate vandalism. As an example, the so-called "Ocean Wave", erected on Birch Meadow Playground in 1937, has been deliberately wrecked sev- eral times until it is now beyond repair and will have to be abandoned. The persons responsible for this damage should be apprehended, if pos- sible, and punished. We would appreciate the co-operation of the Townspeople in the matter. Report such actions to this office and help us reduce these acts of vandalism to a minimum. Unless this is done the funds available for the repair and purchase of playground equipment will not be sufficient to keep the playgrounds equipped and we will be forced to abandon other pieces of equipment and to stop the purchase of new equipment.
The number of persons using the playgrounds is growing year by year, and also the number of activities is growing. Every year brings requests for new activities, new equipment, extension of graded areas, and more supervision and instruction. Most of these requests are rea- sonable and meet with the favor of the Department. In most cases, the Department would gladly co-operate but is unable to do so because of the lack of funds necessary to do the work entailed. If the Town wishes to extend and enlarge its system of parks and playgrounds to meet the growing demand for expansion, it will be necessary to appro- priate larger sums for the Park and Playground Account.
Park Department
156
SEWER DEPARTMENT
To the Board of Public Works : Gentlemen :
The following is the yearly report of the Sewer Department : Construction and Maintenance Account
Appropriation
$ 11,475.00
Construction Expenditures :
Pay Roll $ 1,734.28
Supplies for Construction
2,744.53
$ 4,478.81
Maintenance Expenditures :
Pay Roll $ 2,991.27
Interest on Bonds 2,730.00
Insurance
557.08
Equipment Maintenance .. 383.38
Misc. Tools and Supplies .. 319.24
$ 6,980.97
Total Expended
$ 11,459.78
Balance Unexpended ..
$ 15.22
House Connection Account
Appropriation
$ 1,200.00
Transfer from Reserve
514.00
$ 1,714.00
Expended :
Pay Roll $ 1,229.41
Pipes and Fittings
448.63
Total Expended $ 1,678.04
Balance Unexpended .. $ 35.96
Main trunk sewer extensions in 1939 totaled 1,790.96 lineal feet, as shown in the following table :
Sewer Department
157
Main Trunk Sewer Extensions
Size of Pipe M.
Chim-
12" V.C. 12" C.I. 8" V.C. H. Y's T's neys
Tot.
Chute St.
84.70
1
84.70
Harrison St.
100.00
354.50
1
7
454.50
Orange St.
275.71
120.50
3
7
396.21
*Pearl St.
855.55
3
11
5
855.55
Totals
1231.26
475.00
84.70
8
11
14 5
1790.96
Also the following underdrain :
Orange Street-396.21 feet of 6" V. C. Pipe.
Pearl Street-855.55 feet of 6" V. C. Pipe
*This project, although not completed by January 1, 1940, is in- cluded in this report as though it had been.
The sewer extension on Harrison, Orange and Pearl Streets was made necessary by the erection of the new Pearl Street School and was accomplished through a W. P. A. project, supervised and assisted by Departmental employees. On Harrison and Orange Streets, because of a necessarily shallow cut and unstable sub-soil conditions, 12" cast iron pipe was laid. On Pearl Street, much ledge was en- countered, which, coupled with the deep cut necessary for gravity flow of sewage, retarded progress of the extension. This project was started in June, 1939, and is expected to be completed early in February, 1940. As construction work is completed on either end of the project, and as the school will be in use January 3, 1940, provision has been made to by-pass sewage by means of a gasoline pump, pipe line and hose around the uncompleted sector. The trunk sewer was laid on a 0.5% grade on Harrison and Pearl Streets and a 3.84% grade on Orange Street.
Because of underground springs and excessive ground water, a 6" V. C. underdrain was laid under the trunk sewer on the entire length of the extension on Orange and Pearl Streets, outletting into Salem Street Brock. Specially constructed sewer manholes were installed on Pearl Street at the deeper cuts, two of which were 14.0 feet in depth. Chimneys were raised from the sewer in these cuts for future house con- nections. Twenty-two house connections will be possible on this ex- tension, two of which have been made to date.
The Chute Street extension was made on the application of the builder of a new dwelling house and consisted of 84.70 feet of 8 " V. C. pipe and one sewer manhole. Two house connections are pos- sible from this extension, one of which has been made.
Sewers laid on flat gradients in various streets have received their customary cleaning, to prevent possible stoppages. A trailer was built by department employees and the sewer cleaning equipment
Sewer Department
158
mounted thereon, making the rig a mobile unit and aiding materially in its manipulation while in use. No trunk sewer stoppages were ex- perienced during the year.
Several sewer manhole frames and covers were adjusted to grade and noisy covers either replaced or silenced with fitted composition gaskets.
Thirty new house sewer connections were mad: in 1939, having a total length of 1766.30 feet, at an average cost to the property owners of $22.61 per connection. Five of these connections were installed as Betterments, which required no initial deposit and provides for an extended period of payment, details of which will be found elsewhere in this report. Fifteen of these new connections were made to newly erected buildings, the remaining fifteen to existing buildings on streets in which a common sewer was available. The buildings connected in- clude twenty-six dwelling houses, one school, one restaurant, one office building, and one gasoline filling station.
Sewer maintenance work included clearing twenty-two stopped sewers, which for the most part were caused by tree-roots entering the sewer connections through cracked or defective joints; other stop- pages were caused through the misuse of the sewer by occupants of buildings in the attempted disposal of insoluable objects such as rub- bish, rags, bottles, etc. therein. Stoppages caused by defective work- manship are cleared at the expense of the Department; the stoppages by misuse are cleared at the expense of the property owners.
It was necessary to relay one sewer service due to remodeling of a business block; two sewer services were excavated and repaired ; and two sewer cleanout manholes were built on existing services to facilitate cleaning of the services.
During October and November, every record owner of an estate abutting on a street containing a common sewer received written no- tice of the provisions of Chapter 280, Acts of 1937, General Laws, and the Rules and Regulations adopted by the Board of Public Works in relation thereto requiring owners of properties abutting streets in which a common sewer exists to connect therewith in a stated period. In general, this Statute requires that properties, abutting streets in which a common sewer is available or is constructed in the future, must be connected with said sewer within a period of 10 years after, either the acceptance of the Act by the Town, or the construction of the sewer at a later date.
As the law required a cash deposit covering the estimated cost of construction be made before a sewer house connection could be installed, and as this, in many instances, placed too great a financial burden on the owners of estates contemplating connection, the Board, under Article 26 at the Annual March, 1939 Town Meeting requested
Sower Department
1.59
and received authorization from the Town to petition the General Court to amend Chapter 314, Acts of 1909, (The Reading Sewage Act) so as to provide that the actual cost of construction of particular sewers (house sewer connections) with the common sewer should con- stitute a lien upon the real estate using the sewer, with power to ap- portion the cost of connection over a period not exceeding ten years.
The General Court was immediately so petitioned and on May 12, 1939 the following Act was approved :
ACTS OF 1939 CHAPTER 195
AN ACT RELATIVE TO CHARGES FOR CONNECTING ESTATES WITH THE COMMON SEWERS IN THE TOWN OF READING
SECTION 1. Chapter three hundred and fourteen of the acts of nineteen hundred and nine is hereby amended by strik- ing out section nine, as most recently amended by chapter eighty-five of the acts of nineteen hundred and thirty-one, and section ten, and inserting in place thereof the following :- Section 9. Thirty per cent of the estimated cost of the whole system shall be assessed upon and paid by the owners of the abutting estates in the following manner :- The Board of Public Works, successor to the sewer commissioners by virtue of section two of chapter one hundred and eighteen of the acts of the year nineteen hundred and twenty-one, shall determine the value of the special benefit to each of said estates, re- spectively, from said system of sewers, taking into account all the circumstances of the case, and the proportionate part to be paid by the owners of said estates, respectively, shall be based upon the amount of the special benefit to each estate determined as aforesaid. In addition to the above assessment, every owner of an estate who enters his particular sewer into a common sewer shall pay the cost of connecting his estate with the common sewer, as determined by said board and certified by
Sewer Department
160
it to the collector and to the owner of the estate. Such owner shall also pay, for the use of such common sewer, an annual charge to be fixed and determined from time to time by said board based upon the water service, and said board shall have power to abate such annual charge in whole or in part in its discretion. Such annual charges as may be fixed shall be collected semi-annually. The cost of connecting the estate with the common sewer, and such annual charges, shall each con- stitute a lien upon the real estate using the sewer, to be collected in the same manner as taxes upon real estate, or in an action of contract in the name of the town of Reading.
Section 10. If the owner of an estate, within thirty days after notice of the cost of connecting the same with the com- mon sewer, or of a sewer assessment on such estate, gives the Board of Public Works written notice to apportion either such cost or assessment, or both, the board shall apportion the same into such number of equal parts, not exceeding ten, as the owner shall in said notice request. The first year the assessors shall add one of said parts to the annual tax on the real estate, with interest on the principal sum from the date of apportionment ; and thereafter, so long as any one of the said parts remains unpaid, they shall add each year to the annual tax one of said parts, together with interest on the unpaid balance of the principal sum from the due date of the last preceding annual tax.
SECTION 2. This act shall take full effect upon its accep- tance by vote of the inhabitants of the town of Reading at a town meeting held within two years after its passage.
Approved May 12, 1939.
At a Special Town Meeting held October 17, 1939, under Article 5, the Town voted to accept the provisions of Chapter 195, which then took full effect. Five out of ten sewer house connections installed after the Act was accepted by the Town in October were made as Bet- terments. Property owners connecting their properties with the com- mon sewer, under the provisions of Chapter 195, are not now reqiured to make an initial deposit for the connection, but, after completion
Sewer Department
161
of the connection, are billed for the actual cost of the job, and may, within thirty days from the date of receiving the bill, have the bill ap- portioned over a period of years not exceeding ten, providing no one yearly payment be less than five dollars. Interest is charged on the unpaid balance each year, and yearly payments are added to the real estate tax bill annually. With the law requiring connection in a definite period of years (Chapter 280, Acts of 1937) in effect, the law permitting apportionment of sewer connections will relieve the property owners affected of the necessity of making an initial deposit, which in many instances proved a financial burden.
It is hoped that many property owners will avail themselves of the opportunity to connect with the common sewer. If all the possible sewer connections available were made, it would be possible to reduce the cost of sewer rental charges considerably as the added number of connections would not materially increase the cost of maintaining the sewer system.
If the proposed drainage system in the Lake Quannapowitt area is accepted and constructed, the cost of maintaining the Sewer Pumping Station will be reduced as the ground water, which now stands in this area, seeps into the sewers and has to be pumped into the discharge pipes. The removal of this ground water by proper drainage will re- duce the amount of pumping necessary and consequently reduce the cost of pumping at the pumping station.
The following tables illustrate the status of the Reading Sewerage System as of January 1, 1940, showing the list of streets containing common sewers, the number of connections, possible connections ,and revenue charges for 1939, and the lengths of services, trunk sewers and under-drains.
Sewer Department
162
READING SEWERAGE SYSTEM
1921 - 1939
Tables Showing
Streets Containing Sewers
Length of Sewer Connections
Main Sewers in Streets
Underdrains in Streets
STREETS
Streets
Possible Con- nections
Completed Per Cent No Con- Con- nections Con- struction Started nected
Connected Partially to Street Line
installed to House
Revenue Charged 1939
Arlington
12
3
25
5
3
1
$ 17.42
Ash.
17
9
53
7
1
104.00
Bancroft .
22
13
59
9
117.57
Berkeley .
27
18
66
9
164.22
Brook.
9
3
33
6
10.35
Center
10
8
80
2
60.63
Chute.
2
1
50
1
43.18
Copeland.
8
6
60
4
63.19
Eaton.
12
5
42
7
25.31
Elliott .
8
4
50
4
55.61
Fremont
4
4
100
.
7
5
71
2
46.92
Gould.
3
3
100
Green.
53
40
75
7
5
542.31
Harrison.
3
1
33
Haven .
45
30
67
7
2
622.27
High
16
7
44
7
81.64
Hillcrest.
10
9
90
1
110.94
Howard.
18
16
89
1
184.35
Ide .
2
1
50
1
18.40
John.
18
14
77
4
. .
103.30
Kingston
15
14
93
1
2
67.73
Linden.
11
7
69
3
1
143.99
Lowell
4
3
75
1
38.89
Main
54
44
82
8
2
1,150.54
Maple .
2
1
50
1
8.74
Middle.
3
2
66
1
1
2
202.29
Minot
12
8
67
2
2
88.53
Mt. Vernon
23
14
61
9
143.81
Orange
3
6
86
1
1
46.27
Pearl
16
1
06
15
Pine
1
1
100
6.00
Pleasant.
37
18
49
17
2
243.77
Pratt. .
4
3
75
38.40
Prescott.
52
45
S6
5
1
443.62
Salem. .
22
14
7
235.24
Sanborn
15
10
66
255.16
School
10
7
70
56.37
Prospect
18
9
50
1
112.45
Scotland
1
1
100
6.00
Smith.
15
15
100
9
3
1
10.35
Temple
33
12
36
15
6
225.68
Union.
5
3
60
1
35.80
Village .
22
14
64
7
.
1
183.00
Warren .
17
14
82
2
1
160.64
Washington.
35
24
69
9
2
227.10
Wenda.
4
4
100
.
..
81.77
Woburn.
85
51
60
6
24
4
692.48
Totals.
937
619
66
192
91
35
$8,662.44
1
1
100
18.80
Gardner.
31.39
Harnden.
8
89
1 2 1 H. NO. HH.
410.17
King.
6
6
100
.
122.03
Lincoln
7
5
71
.
.
11.73
Middlesex
24
15
63
6
.
7
6
86
Perkins
7
7
100
1 111938 1 1 3 8
: :
145.11
Summer.
18
8
44
1
84.83
Sweetser
5
1
20
3
Parker
7
74.99
Park
125.07
Dudley
10
100
159.06
52.90
Fulton .
:
Sewer Department
164
39.08
Wilson
11
9
82
2
1
. .
111.05
LENGTH OF SEWER CONNECTIONS RUN TO EITHER CURB, HOUSES, OR CONNECTED
Streets
Curb
Houses
Connected
Total Length
Arlington.
66.50
46.00
175.00
287.50
Ash
401.10
401.10
Bancroft
619.40
619.40
Berkeley
1,018.70
1,018.70
Brook.
131.10
131.10
Center
344.00
379.00
Chute.
66.50
66.50
Copeland
506.00
506.00
Dudley
382.00
382.00
Eaton.
307.40
307.40
Elliott .
217.00
217.00
Fremont .
209.00
209.00
Fulton
44.00
44.00
Gardner.
225.50
225.50
Gould
236.50
236.50
Green
36.00
173.00
1,742.91
1,951.91
Harnden .
32.00
257.80
289.80
Harrison
45.00
45.00
Haven
186.00
79.00
1,304.80
1,569.80
High.
22.00
252.80
274.80
Hillcrest.
25.00
967.00
992.00
Ide.
56.50
56.50
John.
37.00
544.10
581.10
King
369.10
369.10
Kingston.
587.00
587.00
Lincoln
70.00
253.00
323.00
Linden
41.00
339.70
380.70
Lowell
232.50
232.50
Main .
338.50
99.00
2,234.75
2,672.25
Maple
18.00
40.00 80.50
80.50
Middlesex
26.00
138.00
1,031.20
1,195.20
Minot.
42.00
77.00
331.00
450.00
Mt. Vernon.
698.70
698.70
Park.
37.00
208.00
245.00
Parker
267.50
267.50
Pearl.
318.20
318.20
Perkins
434.80
434.80
Pine.
46.00
46.00
Pleasant
28.00
935.30
963.30
Pratt.
116.00
191.00
2,934.70
3,241.70
Prospect.
203.29
888.31
1,091.60
Sanborn
98.00
659.40
757.40
School .
365.40
365.40
Scotland
60.00
60.00
Summer
94.00
576.20
670.20
Smith
602.30
602.30
Sweetser
45.00
43.00
152.00
Temple .
173.00
800.80
1,258.80
Union .
66.00
177.00
243.00
Village
34.00
658.50
692.50
Warren .
36.00
68.00
565.00
669.00
Washington.
50.00
48.00
1,178.80
1,276.80
Wenda.
202.50
202.50
Wilson .
43.00
380.90
423.90
Woburn.
389.80
222.50
3,107.10
3,719.40
Totals
2,069.09
1,809.50
33,260.07
37,138.66
Sewer Department
165
242.00
242.00
Prescott.
786.80
786.80
Salem
58.00
Middle
570.00
570.00
Howard
35.00
64.00 285.00
LENGTH OF MAIN SEWERS IN STREETS
Streets
8ยช
10"
12"
15"
18"
20"
24"
Totals
Arlington
399.80
399.80
Ash.
822.90
258.80
1,081.70
Bancroft
1,051.52
1,051.52
Berkeley
1,256.10
1,256.10
Brook
847.60
847.60
Center
620.60
620.60
Chute. .
120.00
120.00
Copeland
500.00
500.00
Dudley
374.50
374.50
Eaton.
500.00
907.70
1,407.70
Elliott .
396.00
396.00
Fremont
456.50
456.50
Gardner
475.00
475.00
Green
175.20
1,717.40
821.60
2,714.20
Harnden
559.30
559.30
Harrison
454.50
454.50
Haven .
1,752.80
1,752.80
High.
1,338.05
736.10
2,074.15
Hillcrest.
770.80
770.80
Howard
300.00
1,110.00
1,410.00
Interceptors.
205.00
2,732.00 2,937.00
John. .
266.00
569.60
178.50 1,014.10
King.
340.00
175.00
515.00
Kingston
719.30
719.30
Lincoln
573.40
538.10
1,111.50
Linden.
125.00
735.30
860.30
Lowell
813.10
813.10
Main .
1,246.10
234.90
2,436.50 313.60
Middlesex
1,423.40
1,423.40
Minot
1,409.65
1,409.65
Mt. Vernon.
828.52
160.00
988.52
Orange.
396.21
396.21
Park
507.30
322.70
830.00
Parker
427.00
427.00
Pearl
855.55
855.55
Perkins
400.00
400.00
Maple
189.20
189.20
Pine.
226.00
226.00
Pleasant
1,496.80
843.96
2,340.76
Pratt.
555.50
555.50
Prescott
2,265.30
1,174 10
3,439.40
Prospect
1,260.00
1,260.00
Salem.
1,004.90
132.50
1,137.40
Sanborn
716.30
716.30
School.
688.25
688.25
Smith.
475.00
475.00
Summer
1,229.40
1,229.40
Sweetser
334.30
334.30
Temple.
896.76
432.89
661.39
1,991.04
Union.
303.60
303.60
Village.
1,015.60
487.80
1,503.40
Warren
715.00
715.00
Washington.
424.90
246.80
1,574.30
2,558.90
Wenda.
300.00
471.40
333.10
804.50
Woburn.
732.80
2,944.70
917.40
4,594.90
Totals .
2,869.76 37, 222.24 3,773.44 8,745.21 2,870.60 487 .80 1,809.20 3,758.10 61,536.35
Sewer Department
166
312.90
300.00
Wilson.
955.50
Middle
313.60
LENGTH OF UNDERDRAINS IN STREETS
Streets
5"
6"
8'
10"
Total Length
Total Length Sewers and Underdrains
Arlington
399.80
Ash.
237.00
258.80
495.80
1,577.50
Bancroft
1,051.52
Berkeley
456.00
456.00
1,712.10
Brook
847.60
847.60
1,695.20
Center
620.60
620.60
1,241.20
Chute
120.00
Copeland ..
500.00 374.50
Dudley
880.00
527.70
1,407.70
2,815.40
Elliott
456.50
456.50
913.00
Gardner
974.10
1,811.00
4,525.20
Harnden .
588.20
588.20
2,341.00
High
487.70
736.10
1,223.80
3,297.95
Hillcrest
450.40
450.40
1,221.20
Howard
1,410.00
1,410.00
2,820.00
Interceptors
2,937.00
2,937.00
5,874.00
John
748.10
748.10
1,762.20
King
175.00
175.00
690.00
Kingston
609.30
110.00
719.30
1,438.60
Linden.
290.40
444.90
735.30
1,595.60
Main .
1,246.10
234.90
2,436.50
4,873.00
Maple
189.20
189.20
378.40
Middle
254.00
437.00
1,409.65
2,819.30
Mt. Vernon
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