USA > Massachusetts > Middlesex County > Reading > Town of Reading Massachusetts annual report 1924 > Part 6
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7 ... .
.15
.43
.04
.05
7
8. . . .
.03
.20
.04
.15
9. ..
T
.48
.03
4.52
.9
10 ... .
.05
.06
.07
.03
.40
.58
.32
· 10
11 .. . .
.29
.99
.09
.02
.03
11
12 .. . .
T
.13
1.32
.92
.02
.06
.12
13 .. . .
.02
.02
T
1.21
.01
.06
.04
.13
14 .. . .
.10
15 ..
.28
15
16 ....
.62
.02
16
17 ....
. . .
.44
.24
.33
.80
.02
.18
18
19 .. . .
T
.06
.01
T
1.23
.04
T
.25
.02
20
21 .. . .
.10
.02
.07
T
21
22 ...
.12
.01
.50
1.11
22
23. . . .
T
.17
T
23
24 . . ..
.90
.68
.18
.41
24
25 ....
.11
.01
1.62
.45
25
26 ....
T
.32
2.43
26
27. ...
.02
T
.04
27
28 .. ..
.02
.28
29 .. . .
.30
1.01
.29
30 .. ..
T
.76
.58
.30
31 ....
.. ..
Total
3.77
2.55
1.71
4.25
3.10
2.53
2.70
4.80
7.95
.05
2.56
1.52
Total
Tto D
3.77
6.32
8.01
12.28
15.38
17.91
20.61
25.41
33.36
33.41
35.97
37.49
Tto D
. ..
.28
17
18 ...
.28
.05
.19
20 ....
.96
T
...
..
T
...
.14
.02
1.11
... 31
.28
RAINFALL AT PUMPING STATION 1900-1924
Year
Jan.
Feb.
Mar.
Apr.
May
June
July
Aug.
Sept.
Oct.
Nov.
Dec.'
Total
1900
5.32
8.69
5.03
2.15
4.60
3.13
1.90
3.17
4.15
3.31
5.05
2.44
48.94
1901
1.33
1.08
5.88
9.59
7.21
1.74
4.65
2.66
3.59
2.76
3.06
8.10
51.65
1902
1.80
6.11
4.69
6.22
1.69
1.98
3.02
3.75
4.01
4.91
0.99
5.60
44.77
1903
3.84
3.16
6.38
4.95
0.48
8.91
3.40
3.42
2.29
3.69
1.33
2.59
41.44
1904
4.42
2.21
2.21
9.90
3.56
2.56
1.88
4.26
5.16
2.02
1.80
2.25
42.23
1905
5.44
1.47
2.92
2.59
1.39
6.11
1.19
3.30
7.87
1.20
2.22
3.72
39.42
1906
2.60
2.53
6.48
2.84
5.14
2.63
5.88
4.18
1.36
2.38
3.31
3.08
42.41
1907
3.97
2.10
2.40
3.21
2.89
3.80
3.58
1.33
7.90
3.36
6.83
3.60
44.97
1908
3.07
4.28
2.72
1.71
1.00
1.58
3.09
4.07
0.86
3.56
1.10
2.66
52.70
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
10.10
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
).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
2.91
39.95
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
837
1.02
2.24
2.18
36.02
1919
3.24
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
2.09
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
1.77
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
82
3.63
4.13
4.83
39.30
1924
3.77
2.55
1,71
4.25
3.10
2.53
2.70
4.80
7.95
.05
2.56
1.52
37.49
Average 3.38
3,46
3.58
4.19
3.13
3.60
3.60
3.28
3,64
2.63
3.20
3,46
41.15
90
COMMONWEALTHI OF MASSACHUSETTS-STATE DEPT. OF HEALTH Water Analysis-(Parts in 100,000)
APPEARANCE
Residue on
Evaporation
Chlorine
Ni-
Ni- trates trites
Hardness
Iron
Remarks
1923
173907 Dec. 14 Very slight
.10
15.90
.0006
. 0022
.52
.0080 .0060
.0003
4.9
.075
Discharge- Wells
173908 Dec. 14| Very slight
.10 16.60
.0006
.0010
.52
.0001
4.6
.053
Discharge-Wells
173909 Dec. 14 Very slight
.10 16.10
.0006
.0012
.52
.0060
.0001
5.0
.065
Discharge - Wells
173910 Dec. 14 |Very slight
.08 17.80
.0004
.0020
.52
.0070
.0001
5.3
.105
Discharge - Wells
173968 Dec. 15 |Very slight
.10 16 40
.0004
.0112
. 42
.0080
.0008
4.4
.058
Discharge - Wells
173969 Dec. 15 Very slight
.10 17.00
.0006
.0112
.42
.0060
.0002
5.0
.060
Discharge - Wells
173156 Nov. 13 Very slight
None
.45
10.10
.0140
.0152
1.36
.0000
.0000
3.0
.035
173457 Nov. 13 Distinct
Considerable
.50 12.60
.0196
.0102
1.04
.0100
.0005
4.6
.660
17345-
Nov. 13 Very slight
None
.05 19.20
.0024
.0054
.94
.0070
.0002
9.4
.033
1924
None
.80
6.80
.0022
.0134
.48
.0000
0000
1.4 .017
Ips. River Unfilt.
174315 Jan. 21 Slight
Slight
.50
7.40
.0136
.0104
.76
.0160
.0000
2.6
.200
Filter Gallery
174316 Jan. 21 Very slight
None
.10
16.60
.0016
.0046
.70
.0080
0004
7.3
.024
Filter Weir
174315 Jan.
21|
Slight
.50
7.40
.0136
.0104
.76
.0160
.0000
2.6
.200
Filter Gallery
174316 Jan. 21 |Very slight
None
.10| 16.60
.0016
.0046
.70
.0080
.0004
7.3
.024
Filter Weir
175124 Mch. 11 Slight
Considerable
.37
8.90
.0110
.0060
.90
.0080
0000
2.9
280
Filter Gallery
175159 Mch. 17 Distinct
Slight
.45
9.00
.0110
.0084
.79
.0080
.0000
3.0
.230
Filter Gallery
175255 Mch. 18 Slight
Slight
.35
8.30
.0110
.0086
.80
.0080
0000
2 7
.170
Filter Gallery
175396 Mch. 24 Slight
Considerable
.28
7.60
.0112
.78
.0100
.0000
2.7
.175
Filter Gallery
175125 Mch. 11 None
None
.02
16.00
.0012
.0040
.94
.0090
.0001
8-3
.015
Filter Weir
175160 Mch. 17 None
None
.14 14.40
.0020
.0060
.80
.0130
0002
7.7
.022
Filter Weir
175256 Mch. 18 None
None
.10 14.90
.0018
.0074
.71
.0100
.0003
7.9
.020
Filter Weir
175397 Mch. 21 None
None
.13
15.00
. 0006
.0060
.68
.0090
.0002
7.4
.011
Filter Weir
176045 May 17 None
Very slight
2.00
6.40
.0060
0272
48
.0000
.0000
1.6
.032
River
176046 May 19 Slight
Considerable
.90
7.80
.0098
.0106
.62
.0120
.0000
2.3
.228
Filter Gallery
176047 May 19 None
None
.20 16.70
0012
0048
.62
.0100
0002
7.4
.043
Filter Weir
176048| May 19 Very slight
.25|
16.00
.0002
.0054
. 50
.0070
.0000
6.9
.097
Tap in P. S.
177300 July 24 Very slight
Slight
.62
9.60
.0114
.0268
1.84
.0000
.0000
2.1
.048
River
177301 July 24 Distinct
Considerable
.00 10.40
.0208
.0178
1.00
.0160
.0000
3.0
.320
Filter Gallery
177302 July 24 Very slight
None
.25 17.30
.0004
.0086
.76
.0100
0000
8.0
.055
Filter Weir
177303 July 24 Very slight
None
.28| 18.20
.0000
.0076
.78
.0130
.0000
7.9
.012
Tap in Boiler R'm
178390 Sept 15 None
None
.35 19.20
.0002
.0078
1.29
.0070
0002
8.9
.053
Filter Weir
178391 |Sept. 15 None
None
.33
19.20
.0004
.0072
1.34
.0070
0004
9.1
.037
Tap in Boiler R'm
178392 Sept. 15 None
Very slight
2.00
9.90
.0068
.0428
.63
.0000
.0000
2.2
.048
Ipswich River
No.
Date of Collec- tion
Turbidity
Sediment
Color
AMMONIA
NITROGEN AS
rir
Free Total
.
Ips. River Unfilt. Filter Gallery Filter Weir
174314 Jan. 21 |None
Slight
None
0086
92
SUMMARY OF STATISTICS For Year Ending December 31, 1924
Reading Water Department, Reading, Middlesex County, Massachusetts
General Statistics
Population by census of 1920: 7424.
Date of construction : 1890 and 1891.
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 Mch. Co., George F. Blake Mfg. Co., and Platt Iron Works.
Description of fuel used :
Kind: Coal.
Brand of coal: New River.
Average price of coal per net ton delivered : $7.49.
Percentage of ash.
Wood, price per cord :
Coal consumed for the year: 665,632 pounds.
Total pumpage for the year: 119,653,855 gallons, with allowance for slip.
Average static head against which pumps work: 219.
Average dynamic head against which pumps work: 240.
Number of gallons pumped per pound of equivalent coal: 180.
Gallons pumped x 8.34 (lbs. ) x 100 x dynamic head (240) Duty equals:
Total fuel consumed
Equals 35,980,715.4 including heating.
Cost of Pumping, figured on Pumping Station expenses including filtration, viz: $11,589.11.
Per million gallons pumped : $97.39.
Per million gallons raised one foot (dynamic) $48.29.
93
DISPOSITION OF BALANCE-Carried to New Account Net cost of works to date $426,249.94
Bonded Debt to date
65,000.00
Cost of supplying water per million gallons figured on total mainte- nance of Pumping Station and Filter: $97.39.
Total cost of supplying water, per million gallons figured on total maintenance plus interest on bonds: $180.78.
Statistics Relating to Distribution Mains
Kind of Pipe: Cast iron.
Sizes : From 6 inches to 12 inches.
Extended : 1143.3 feet during year of six-inch pipe.
Total now in use: 33.68 miles.
Cost of repair per mile: $0.00.
Length of pipe less than 4 inches in diameter: 0 miles.
Number of hydrants (public and private) now in use: 205.
Number of stop gates added during the year : 0.
Number of stop gates now in use: 310.
Number of stop gates smaller than 4 inch: 0.
Number of blow-offs: 14.
Range of pressure on mains: 45 lbs. to 90 lbs.
Kind of pipe: Cast iron, galvanized iron, lead and cement-lined.
Sizes : 34 to 6 inches.
Extended: 7121.15 feet.
Discontinued: 0 feet.
Total now in use: 29.57 miles.
Number of service taps added during year: 79.
Number now in use: 2017.
Average length of service, 1924: 60.00 feet.
Average cost of service, 1924: $62.86. Number of meters added: 109. Number now in use: 1965.
Percentage of services metered: 98.
Number of motors and elevators added: 0. Number now in use: 0.
94
WATER DEPARTMENT
Following is the principal work performed other than repairs to- gether with recommendations for the ensuing year.
Pumping Station
The Board of Public Works having received a letter dated Nov. 19, 1923, from the State Department of Public Health in which they called their attention to the fact that during the preceding summer water had had been taken from the Ipswich River, and recommending that "An investigation be begun as soon as practicable, for the purpose of obtain- ing adequate water supply for the town from some suitable source," employed Mr. F. A. Barbour, Consulting Engineer of Boston, to make such an investigation and to report on the condition of our water supply.
During the months of February and March experiments and tests were conducted at the Pumping Station. It is interesting to note that for sixteen days, during the test, the deep wells were operated contin- uously, with the gallery supply shut down, except for short intervals necessary to meet the demands of the town. It might be said now that during ordinary running the Filter Gallery furnishes about 60% of the supply of water consumed by the town, and the wells 40%.
To publishı the entire contents of the report is unnecessary but it might be said that Mr. Barbour, after giving a general statement and resume of his report, took under consideration the following subjects, namely: The present water supply of Reading which includes gallery and wells; the operation and routine work at the station; the quantity and quality of the available water and present supply; the cost of the present supply, and the fire services obtainable.
He then took up the question of the Metropolitan supply, the law governing the entrace fee and annual payments, the necessary pipe connection, the quantity and quality of water and the fire service which would be rendered by gaining admission, and lastly the comparing of cost, quantity, quality and fire service of the present supply with that of the Metropolitan supply, and then gave his conclusion.
In reporting on the future supply of Reading, Mr. Barbour states: "In our opinion, the future supply of Reading must be obtained either from the Ipswich Valley by further development of the area adjacent to the present works, or from the Metropolitan District system.
"In reference to the possibilities of some more distant locations in the Ipswich Valley-it is to be remembered that Martin's Pond, Swan
95
Pond, Sandy Pond, Silver Lake, and various well locations have been studies in the past by competent engineers, and discarded as infeasible for various reasons.
"The surface waters of the Ipswich Valley are generally high in color and the sub-surface sands in considerable part are over-lain with soil containing much vegetable matter, with the result that the ground water generally contains iron and this iron, because of the influence of the organic content of the water, is, as in the case of the present supply, difficult to remove.
"In our opinion, therefore, it is highly improbable that a satis- factory supply can be obtained from any other location in the Ipswich Valley at less cost per gallon of water than that of the present supply- so highly improbable that, in our judgment, the cost of any further detailed investigation would not be justified.
"As to the possibilities of further extension of the present deep well system, or of developing an auxiliary supply from the ground at some point not far distant from the present station-the answer can only be found by actual trial, involving a substantial outlay. In our opinion, however, any such further development will increase the present per gallon cost of the entire supply because, while in estimating the cost of the present supply, the interest and bond charges have been dis- regarded, these charges must be recognized in considering the relative feasibility of any further development of the existing plant involving additional investment.
"In more detailed reference to the advisability of additional wells, it may be stated that the draw-down of the water table in the twenty-two day test of February-March, 1924, with the six days required for the replacement of the excess in draft during the sixteen days of continuous pumping over that normally incident to eight hour pumping, does not indicate that more wells adjacent to the station will furnish much additional water. More wells will increase the possible rate of draft and enable such additional water as is available to be added to the supply within the limits of one-shift operation, but in any case the increased drawn-down will add substantially to the cost of pumping the water so obtained. As to whether more wells at greater distance from the station will materially add to the supply, cannot be known without trial, but here again the interest charges and the operating expense will result, in our opinion, in a per gallon cost greater than that of the present supply, as already figured on operating expenses alone.
"There remains the Metropolitan District supply-recommended to the town in 1895 by the State Department of Health. Whether in view of the necessity within three years of increasing the capacity of the present plant, and if such further development of this plant will result in a per gallon cost higher than that of the existing supply, the time has come for the abandonment of the present works and entrance into the
96
Metropolitan District, can safely be measured by a comparison of the cost, quality and effective pressure of the present supply with the corresponding conditions incident to a connection with the Metropolitan system-figuring cost of the present supply on operating charges alone and including in the Metropolitan not only the annual assessment but also the interest and bond charges on the additional investment in en- trance fee and construction of the connecting pipe line. On this basis the loss of investment due to the abandonment of the present works is dis- counted." Mr. Barbour closes his report with the following conclusion:
"In view of the foregoing comparison, it is concluded that Reading should at once seek the legislation necessary to enter the Metropolitan District and that no further expenditure should be made in the improvement or development of the present supply."
General Maintenance and Construction
Seventy-nine applications for water services have been received and constructed during the past twelve months, which is an increase of twenty- two over last year. The average length of these services is approxi- mately sixty feet and their total linear length amounts to 4,739.75 ft. Since 1899 when ninety-seven services were constructed, the Department has not put in as many water services as they have this year.
In order to accomplish the above work, the distributing mains, had to be extended some 3,524.70 feet, which makes a total of 8,264.45 ft. of trench work for the year for the Water Department. The most important of these distributing mains were Bancroft Avenue, 300 feet northerly to Tower Road; South Street, 393 feet easterly to a point where the street makes a right-angle turn to the left going in from West Street; Forest Street, 450 feet westerly from Van Norden Road; and North Pearl Street, 709 feet southerly from the property owned by Mr. Davis. The 11/4 inch main on Hanscom Avenue, between the hydrant near Mr. Aus- tin's house and Tower Road, was replaced by a six-inch pipe, since build- ing operations in this vicinity demanded a larger sized main. The De- partment has in its distributing system over five miles of 11/4 inch mains which were laid during past years. These mains which were of sufficient capacity at the time of their construction are now becoming overloaded and in the near future several will have to be replaced by six-inch pipe. The latter will also give hydrant protection whereas the former will not.
Several times during the year a thorough investigation of all hydrants was made, with the following results: Forty-two drips ( a drip is the small hole in the base of the hydrant which drains the barrel or stand pipe of the hydrant after use) have been cleaned and opened where roots of trees or other foreign substance had worked their way in; two hydrants have been broken off by automobiles hitting them, and ten hydrants have been replaced. Six have been raised one foot, and three, eighteen inches. In raising the hydrants, an extension piece was in- serted between the barrel of the hydrant and the hydrant post, with new
97
and longer extension rods replacing the old ones. This method of raising was found to be far more satisfactory than by using off-sets in the connection which is between the water main and the hydrant, for it saved 80% of the labor charge and also placed the hydrant out of operat- ing use for only about 1/4 of the time. The cost of materials, however, was about the same. The building up of the road surfaces, which pre- vented the use of the steamer connection of the Fire Department, was the cause of the raising of the hydrant. In all cases where hydrants have been replaced, they have been gated. This is a very important factor, since the increase of automobile traffic advances materially their risk of being broken and where hydrants are not gated, a large amount of distributing mains often have to be shut off, in order to repair or re- place them. Other repairs have been made of minor importance, such as repacking of the stuffing box nuts, oiling and greasing the hose and steamer connections, painting, etc. There still remain more work on the raising of hydrants and replacements, but all at the time of this writing are in working condition. Article XV, Section 1, of the By-Laws of the Town of Reading states that "No person shall turn on or off the water at any water main, service pipe, hydrant, water post. drinking fountain or other fixture or appurtenance connected with the Reading Water Works, or make any opening into or connection therewith, without authority from the Superintendent of the Water Department, excepting that hydrants may be used by firemen in the discharge of their duty." The improper understanding of the operation of hydrants is ninety per cet of the cause of hydrants being put out of condition. This coming year permits will be issued by the Superintendent only to those who are authorized by him to operate hydrants, excepting firemen in the dis- charge of their duty. For the town's own safety, the Superintendent sin- cerely wishes that citizens would promptly report anyone known to be meddling with our hydrants. The men to whom permits are given will be instructed to show them upon request. A list of hydrants with a new description as to their location will be found at the end of his report
On account of the age of many of the water meters, a large number were taken out and either cleaned and repaired by the Depart- ment's men or sent to their respective factories for general over- hauling. The Department had to buy 109 meters of different sizes to take care of new house services which have been constructed during the past two years.
The Department not having available funds to construct a per- manent water main on Forest Street to take care of water applications received at the office, laid a temporary main on the ground of approxi- mately 2000 feet in length, which supplied families during the warm weather months of the year. This main had to be removed during November on acount of cold weather.
Other work of minor importance has been done, such as the re- pairing of services, putting on new shut-offs in cellars, cleaning and repairing of shut-off boxes, repairing leaks, etc.
98
The Pumping Station in general is in good condition, due to the personal care and supervision of Mr. Strout. Only very minor repairs, done by the station men, were necessary this past year. Next year the sand filters will doubtless have to be cleaned. In the fire box of boiler No. 1, the brick lining is showing signs of general wear and should be re-lined this coming year. The plungers of the pumps, al- though worn through thirty-four years of use, will doubtless stand for a year or two more.
The Stand Pipe this coming year should be cleaned inside. The number of new meters which the Department will need in 1925 will de- pend on building operations. Approximately $1,200.00 ought to cover the meters needed as dwellings are ready for them. On account of water applications received at the office a six-inch main should be laid on Forest Street, from Pearl Street to Grove Street, and on Libby Avenue, from Salem Street to its present end. Hydrants set along the lines on these two main extensions will materially help the Fire Department in fighting forest fires.
Location of Fire Hydrants
Ash Street
West Side, opposite No. 50.
West Side, North corner Shackford Road.
West Side, North corner Cross.
Auburn Street
South Side, West corner Beacon.
South Side, in front of Weston's Greenhouse.
Bancroft Avenue
West Side, South corner Middlesex Avenue.
East Side, South corner Weston Road.
East Side, opposite Tower Road.
Bay State Road North Side, West of of No. 52.
North Side, West corner of Haverhill.
Berkeley Street
West Side, in front of No. 14.
Brook Street
East Side, South corner Ash.
Center Avenue 1
North Side, West of No. 13.
Deering Street East Side, South corner Lowell.
Dudley Street North Side, West corner Deering.
Eaton Street
East Side, South corner Salem.
East Side, North corner Pleasant.
99
Elliott Street
East Side, North corner Green.
Fair Road
North Side, opposite house of A. H. Parsonson.
Federal Street North Side, in front of No. 35.
Franklin Street
North Side, East corner Pearl.
North Side, East of No. 159.
North Side, East of No. 279.
West Side, opposite No. 336.
West Side, North of No. 393.
West Side, North of No. 413.
East Side, near Grove Street.
Fremont Street
North Side, East corner Berkley.
Grand Street
East Side, in front of No. 27.
Green Street
North Side, in front of No. 18. North Side, in front of No. 104.
Grove Street
West Side, in front of No. 22. West Side, in front of No. 52. West Side, opposite Forest. West Side, South of No. 151.
Hancock Street
West Side, in front of No. 26.
Hanscom Avenue
West Side, North of No. 8. West Side, opposite No. 33.
Hartshorne Street
West Side, in front of No. 18.
Haven Street.
North Side, East corner Chute. North Side, opposite Gould. South Side, opposite Linden.
South Side, opposite Sanborn. North Side, in front of No. 100.
Haverhill Street West Side, North corner Wakefield. West Side, in front of No. 266. Wist Side, South corner Charles.
100
West Side, North of No. 368. West Side, North of No. 454. West Side, corner Franklin.
High Street
East Side, South corner Mt. Vernon.
East Side, in front of No. 135. East Side, opposite Mineral. East Side, opposite Vine.
Highland Street
East Side, opposite No. 40.
West Side, South corner Locust.
Highland Road
North Side, West corner Waverly Road.
Hill Crest Road
East Side, North corner Ellis Avenue.
East Side, opposite No. 49.
Howard Street
South Side, in front of No. 24.
South Side, West corner Sigsbee Avenue.
John Street
West Side, North corner Pleasant. West Side, North corner Haven. West Side, corner Village East Side, opposite Boston Stove Foundry.
King Street South Side, opposite No. 13.
Kingston Street
East Side, in front of No. 13.
Linden Street
West Side, in front of Home for Aged Women.
Locust Street South Side, in front of No. 24.
Lowell Street
South Side, West corner Sanborn.
North Side, East corner Bancroft Avenue.
South Side, West corner Grand. South Side, East corner Willow.
South Side, opposite No. 223.
South Side, opposite No. 281.
Main Street
West Side, South corner Pearl. West Side, South corner Franklin. West Side, South of No. 430. West Side, South of No. 408.
101
West Side, opposite No. 399.
West Side, opposite No. 383. West Side, North corner Forest.
West Side, in front of No. 326. West Side, North of No. 306. West Side, South of No. 294.
West Side, in front of No. 250.
West Side, South corner Locust West Side, opposite Charles.
West Side, North corner Salen.
West Side, South point of Common.
East Side, in front of Reading Inn.
East Side, in front of Theater lunch. ,,
West Side, South corner Green.
West Side, North side of Railroad Crossing. West Side, opposite Avon.
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