USA > Massachusetts > Middlesex County > Arlington > Town of Arlington annual report 1895-1897 > Part 6
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When suitable sewers and house drains are provided, with an adequate supply of waterto flush them, then cesspools must be dispensed with and the most dangerous source of disease, which threatens our homes, will be removed.
The Board has given prompt attention to all calls for their services to abate nuisances and remedy sanitary defects.
In most cases parties interested have readily responded to requirements of the Board, with results satisfactory to all concerned.
Continued enforcement of the State Plumbing Laws and our Town Plumbing Regulations has resulted in great improvement in the construction and ventilation of drains and waste pipe connections in our houses, stores and public buildings. Before the adoption of present laws such work was frequently done in the cheapest manner possible, and the plumbing work or substitutes therefor now in use in many of our dwellings cause serious defects in sanitary con- ditions very dangerous to the health of occupants.
From reports of 1895 of the Inspector of plumbing it appears that during the year, ninety-eight applications for plumbing permits and notices of work to be performed, have been regularly made and filed.
127
REPORT OF BOARD OF HEALTH.
Thorough inspections as required for each case have been made in conformity to State laws and our Town regulations relating thereto.
Many examinations of plumbing have been made at requests of owners or occupants of premises, also at, suggest- ions of attending physicians in cases of illness, to discover sanitary defects and suggest remedies therefor.
We desire to express our appreciation of courtesies extended, and aid received in the discharge of our duties from physicians of our town, also for the efficient services of our Chief of Police in cases of contagious diseases requiring use of disinfectants and fumigation.
128
REPORT OF BOARD OF HEALTH.
Deaths Registered during the year ending Dec. 31, 1895.
NAMES.
DATE OF DEATH.
Years.
Mos.
Days.
John H. Pendergast
Jan.
3, 1895
20
4
Corrigan
66
5,
5,
66
66
7
-
Julia Barry .
66
22,
66
79
9
22
Jonas C. Harris .
Feb. 10,
66
75
8
-
-
66
18
7
19
Lawrence McCahey
66
19,
66
87
11
23
Sarah McLeod
·
66
25,
66
30
8
-
Michael J. Barrett
Mar. 2,
66
11
9
Frank A. Richards .
66
6,
66
21
3
11
Michael Fermoyle
66
9,
66
69
10
-
Adelaide L. Dodge
66
9,
66
63
7
18
Philip C. Stingel
66
12,
66
1
Bitzer
66
14,
66
86
13
Christiana D. Webber
66
17,
66
83
Jeremiah Russell
60
20,
66
85
3
Cornelia Murphy
66
26,
66
48
5
John Carroll
66
27,
66
70
-
2,
66
3
5
6
Rosella T. Doyle
66
2,
66
30
4
20
Ralph O. Squire
66
5,
10,
66
-
2
23
Clara L. Loud
66
16,
46
James McCarthy
68
20,
66
1
6
8
Sherman Kinney
66
26,
66
6
Lena B. Preston
66
27,
66
26
9
-
Almira Holt
66
30,
.6
80
4
12
Julia W. Hood
66
8,
66
56
-
66
10,
66
59
10
29
Catharine Sheehan
66
10,
66
63
-
66
28
9
14
Daniel Curley
66
17,
66
68
-
Margaret Kelley .
66
17,
66
47
Mary Sisk
66
18,
66
Patrick Kelley
27.
66
65
-
Elsie Farrow
66
27,
66
4
9
Eva M. Wilcox .
66
30,
22
8
27
Elizabeth Ahern
June 2,
66
1
1
4
Elizabeth Chaffin
2,
66
69
-
Michael Burns
.
.
66
13,
66
30
-
-
Sophronia Russell
66
21,
87
9
-
4,
48
11
4
Rose A. Welch
66
16,
66
25
Michael J. McCarthy
66
17,
66
22
5
19
Catharine Ahern .
18,
18,
66
35
3
Helen C. Swendsen
66
17,
66
-
-
-
Mary E. Gurry
May
5,
66
1
2
John F. Ireland .
Frank W. Keniston
66
14,
Edna G. Wilson .
Apr.
11
William T. Burns
66
17,
John C. Hobbs
Bridget McCarthy
66
Frederick M. Crawford
15
Betsey M. Brown
AGE.
129
REPORT OF BOARD OF HEALTH.
Deaths - Continued.
AGE.
NAMES.
DATE OF DEATH.
Years.
Mos.
Days.
Ida E. Worthley
June 21, 1895
38
11
Margaret Ross
21,
90
Eber Hill
66
28,
71
Agnes Borns
July 1,
66
34
2
8
Henry F. Deihl
66
3,
66
3
3
20
Michael Flynn
66
4,
66
4
10
-
Mamie H. Madden
66
7,
66
-
5
7
Samuel King
66
15,
66
1
4
1
William H. Wolffer
66
26,
66
1
2
6
John Nolan
66
27,
66
52
John Dacey
Timothy Lee
Aug. 4,
71
-
7,
66
3
3
13
James Daley
66
8,
72
5
8
Roger S. McIntosh
66
8,
66
74
63
5
29
Rose A. Shellen .
66 12,
1
2
14
Marion H. Schnetzer
27,
4
2
5
Marshall B. Sawyer
66
28,
41
10
26
William J. Hennessey
66
31,
-
1
15
Frank P. Frost .
Sept. 7,
19
3
10
William McNichol
8
Stephen Lavender
66
9,
9,
50
10
24
Nettie E. Menchin
21
3
4
Ruth Blodgett
66
24,
77
8
14
Eliza M. Juchan .
66
29,
66
64
6
2
Henry Swan
Oct.
1,
4,
6:
4
2
25
John F. 1) wight, Jr.
66
7,
-
4
16
Mary Butler
66
22,
66
75
-
66
25,
67
Nathan Nourse .
66
25,
66
66
9
23
Mary King .
Thomas Robinson
Nov. 5,
66
7
5
-
-
66
14,
66
1
S
6
- Madden .
66
25,
83
7
22
William F. Prendergast
66
3,
66
32
3
9
Leon N. West
66
3,
66
22
3
-
Mary Packard .
.
5,
66
77
2
-
Howard G. Forsyth
.
10,
66
16
8
4
7,
66
-
1
5
Arabella P. Moulton
3
Helen Murphy
66
27,
66
8,
66
67
6
26
Emma F. Steele
66
19,
73
1
7
Nellie Scannell .
26,
66
26
2
John Carro 1
6,
66
35
Bertram E. Lowell
-
Robert C. Clifford
Dec.
2,
-
-
--
Patrick Daley
6,
66
-
Helena M. O'Brien
Fugere
23,
28,
58
Apollos J. Tillson
10,
66
14,
28
David Puffer
Hannah McCarthy
-
1
.
130
REPORT OF BOARD OF HEALTH.
Deaths- Continued.
NAMES.
DATE OF DEATH.
Years
Mos.
Days.
Eliza Prentiss
Dec. 18, 1895
74
Mary R. Ceiley
19,
66
49
6
7
Ellen Sullivan
19,
66
85
Timothy A. Taft .
20
39
9
7
- Burke
Walsh
66
28,
66
-
-
SOME OF THE DISEASES OR CAUSES OF DEATH.
Heart disease .
7
Pneumonia
8
Consumption
11
Typhoid fever
5
Old age .
5
Diphtheria
4
Brain disease
.
4
Accidental
5
Respectfully submitted.
EDWARD S. FESSENDEN, E. P. STICKNEY, M. D., EDWIN MILLS,
ARLINGTON, Dec. 31, 1895.
Board of Health.
.
Females
49
Number under 5 year of age
.
1
66 10 66
30
66
14
30
60
66
66
20
66
60
70
13
66
70
80
66
66
66
8
American parentage
34
Mixed
66
·
8
Unknown
.
24,
Barry .
28,
Collins
28,
66
Whole number of Deaths
104
Males
between 5 and 10 years of age
12
over
90 years of age
1
Foreign
80
90
56
6
AGE.
55
35
REPORT
OF THE
SEWER COMMISSIONERS.
The first report of this department is as follows :
The section known as the Henderson Street Sewer has been completed, with the exception of a short piece on Massachusetts avenue below Henderson street, which will be built as early as possible in the spring of 1896.
The sewer is now available and services will be put in as soon as the frost is out of the ground. A full report, of the proposed sewers for the entire town, has been furnished in book form giving all possible information regarding the work that is to be done. A large number of copies were printed and are at the Town Clerk's office for distribution ; any further report at this time would be simply a repetition of the printed report.
EDWARD S. FESSENDEN, GEORGE D. TUFTS, WINFIELD S. DURGIN, Sewer Commissioners.
REPORT
OF THE
COMMITTEE ON WATER SUPPLY.
ARLINGTON, Jan. 31, 1896. To the Town of Arlington :
The Committee appointed at a Town meeting January 26, 1892, " To examine and report on the best means of increas- ing and improving the water supply for the whole town," submit the annexed communication received from the State Board of Health, and, as the subject of an improved water supply has been referred to another Committee, we respectfully ask to be discharged.
A. D. HOITT, S. E. KIMBALL, GEO. P. WINN, JOHN T. WHITE, EDWARD J. BUTLER, FRANK W. HODGDON.
COMMONWEALTH OF MASSACHUSETTS.
Reply of the State Board of Health to an application from Arlington, for advice in relation to water supply under the provisions of Chapter 375, of the Acts of 1SSS. OFFICE OF STATE BOARD OF HEALTH, STATE HOUSE, BOSTON, May 25, 1894.
To the Committee on improved Water Supply of the Town of Arlington :
GENTLEMEN -The State Board of Health received from you an application dated April 26, 1894, stating that since the reply
133
REPORT OF COMMITTEE ON WATER SUPPLY.
made by this Board to you on Feb. 10, 1893, you had continued your investigations, and that you now ask if, in view of the addi- tional information which you had obtained, the Board had any additional advice to give you. Your application was accompanied by two printed reports of your committee to the Town of Arling- ton, one dated Feb. 21, 1893, and the other Feb. 26, 1894. The first of these reports contains the reply of the Board above referred to, and the other the results of subsequent investigations.
By tests of the ground at various points within the water-shed from which the present supply of the town is derived, you have found no place likely to furnish as good a supply of water as the source tested last year, on the border of the Great Meadows near the Eist Lexington railroad station. At this place you have driven a few additional wells, and have made tests to determine the capacity of the source by connecting the wells together and pumping from them from Dec. 1 to Dec. 29, 1893, at an average rate of about 500,000 gallons per day. During this test you sent three samples of water to this Board for analysis. The samples were collected on Dec. 14, 19 and 27, 1893. The analyses gave substantially the same indications as those made a year before, and, like them, they showed a perceptible deterioration in the quality of the water during the progress of the test. The qual- ity of the water at the time of the test was such that it would be satisfactory for all water supply purposes, but there is reason to think that it will deteriorate if a large quantity of water is pumped from this source.
The tests of this year show more definitely than those of last year that quite a large quantity of water can be obtained from this source, but they do not give additional information of such a character as to cause the Board to change its views, as expressed in its previous reply, as to the limitations of this source in a dry year.
The conditions under which you now apply for the advice of the Board are somewhat different from those of last year. You then had in view the construction of permanent works, and you now indicate that it is proposed to put in works of a temporary character for pumping water from these wells until a metropolitan
134
REPORT OF COMMITTEE ON WATER SUPPLY.
water supply is available. Having in view the temporary char- acter of the proposed works and the unfavorable results of inves- tigations for obtaining a better water supply at some other point, the Board thinks that you cannot do better than to adopt this source. It is the general experience that the amount of water to be supplied for the first few years after the construction of works is comparatively small, and it is probable that this source will furnish all of the water needed for a temporary supply ; more- over, the smaller the amount of water pumped, the less likelihood there is of deterioration in the quality of the water. It may be well to add that in referring to the possible deterioration in the quality of this water the Board has had in view the possibility that it might become unsuitable for laundry uses and unpalatable, rather than that it might become unwholesome.
By order of the Board.
SAMUEL W. ABBOTT, Secretary.
REPORT OF WATER COMMISSIONERS.
During the past year the construction of the high service system has been completed, and as the whole question of the water supply is now being agitated, and as numerous inquiries have been made for information as to various parts of the works, it seems best at this time to give a general history of the works, their construction, improvement, ex- tension and maintenance up to the present time ; and a plan has been prepared, and is annexed to this report, which shows the size and location of the property owned or held by the town for securing and storing its water supply, and also the sizes and locations of its pipe systems for distribu- ting the water throughout the town.
By Chapter 245, Acts of 1871, the Arlington Lake Water Company obtained from the legislature the right to take the waters of Sucker brook and its tributaries above Lewis' mill, at Arlington Heights, and to store the water and sup- ply it to the inhabitants of Arlington. The town, on June 26, 1871, bought this right from the company and pro- ceeded to build our present low service works in 1872. By Chapter 242, Acts of 1873, the legislature confirmed this purchase and gave the town additional powers. This act is the foundation for all the powers exercised by the town in regard to its water works, with the exception of the au- thority to borrow more money as it was needed to pay for the works and to refund a part of the water debt, and the authority to lay a pipe in Massachusetts avenue in Lexing- ton, which powers were given by later acts.
136
REPORT OF WATER COMMISSIONERS.
The original works consisted of a storage reservoir located on the line between Lexington and Arlington, and on the westerly side of Lowell street. It has an area of about 31 acres and a capacity of 77,000,000 gallons. The area of the reservoir lot, including the area of the reservoir itself, is 464 acres. This reservoir was formed by building a dam across North brook, one of the tributaries of Sucker brook, and as this brook would not alone furnish sufficient water to supply the town, Munroe's and Fessenden's brooks were diverted from their natural courses through the Great Mead- ows and turned into North brook, so that now all three flow into the reservoir.
The total drainage area tributary to the reservoir at the present time is about 2} square miles. From the reservoir a 12-inch cement-lined pipe was laid to the centre of the town, with smaller pipes branching from it to supply the various streets, and with the necessary gates and hydrants ; all the pipes being of sheet iron, lined and covered with cement. At the time the reservoir was built, an additional 12-inch main was laid through the dam for use when another pipe should be needed, and there was also laid another 12-inch pipe to be used as a drain and this pipe is kept open whenever water is running over the wasteway, so as to draw away as much of the impure water in the bottom of the reservoir as possible. Up to 1874 extensions of the pipe system were made with cement-lined pipe, but since then nearly all new pipes laid have been of cast iron.
In 1876 so much complaint was made as to the quality of the water as it was supplied direct from the reservoir, that a filter gallery, 135 feet long, 12 feet wide, and 12 feet deep, was built in a bed of coarse gravel on the easterly side of the reservoir, and this was connected with the main pipe below the reservoir by a brick conduit and iron pipe. This gave a very satisfactory quality of water, but not enough of it, and in the following years this gallery was extended and
137
REPORT OF WATER COMMISSIONERS.
two additional ones built, one in the reservoir itself, in the " flat," so-called, opposite the filter first built, and one just below the easterly end of the main dam of the reservoir ; but all these together did not give enough filtered water, and it was still necessary to use water direct from the reser- voir a part of the time in the dry weather of summer.
In 1892 a 20-inch vitrified clay pipe was laid, beginning at the brook just before it enters the reservoir, and running around the northerly and easterly sides of the reservoir to the filter gallery which was built first, so that the water of the brook could in dry weather, when it is quite clear, be turned through the filters into the pipes without being mixed with the foul water in the reservoir, and since that year (1892) no water has been drawn directly into the pipes from the reservoir, the small amount which the brook and filters could not supply having been taken from the Great Mead- ows. A 10-inch drain pipe was laid at the same time to divert the drainage of the farm north of the reservoir and prevent it from entering the reservoir, and this same pipe is so laid that it can be used to drain the filters for the pur- poses of inspection and cleaning.
At the time the reservoir was built, about 175} acres of the Lexington Great Meadows were taken to make a reserve storage basin in which the surplus water of Munroe's and Fessenden's brooks could be stored in the spring and let down into the reservoir as wanted during the summer. There is also one-half a square mile of drainage area tribu- tary directly to these meadows in addition to that tributary to the reservoir. In order to use the meadows, it was necessary to build a dam at each and to divert the water of Brown's brook around it, and this was done in 1877 with the intention of using this water to keep the reservoir full during the summer and thus keep the yield of the filters up to the maximum, but it was found that this plan could not be carried out successfully, and that the water stored in the
138
REPORT OF WATER COMMISSIONERS.
meadows became very offensive ; so for a long time it has only been used in connection with the low service for a few days in dry years when the other sources were deficient ; during the past year it was not so used at all.
Brown's brook was diverted by building a brick circular drain, three feet in diameter, alongside the railroad location from Slocum's mill pond to the point where the brook enters the meadows by a culvert under the railroad near the East Lexington railroad station.
There are fifty houses on the water shed draining into the Great Meadows and one hundred and ten on the water shed draining into the reservoir. Most of these latter are on the water shed of Munroe's brook. The population on both drainage areas is increasing, and a large amount of manure is used on the cultivated portions, some of which is close to the banks of the brooks which in summer flow directly through the filters into the pipes which supply the low service system. There is no sure way of preventing this pollution of the drainage area, unless the town acquires the property. The water which comes from the portion of the area draining into the Great Meadows, on which about 45 houses are located, can readily be diverted into the Brown's brook culvert and thus be kept out of the town's water supply, but this will very much reduce the amount of water which will be collected in the Great Meadows, unless a pipe should also be laid from the meadows to tap the brook above the line of contamination. On the other hand, the contaminated water might be purified by passing it through a system of filters.
In settling the damages sustained by the mills on the stream below the reservoir and Great Meadows, about three acres, including the location of Slocum's mill and mill pond, were bought. The following is a statement of the quantity of land now owned or held by the town in connection with its water supply.
139 .
REPORT OF WATER COMMISSIONERS.
Acres. 46.29
Site of low service reservoir,
Great Meadows property,
175.55
Slocum Mill property,
2.88
Stand-pipe site, Arlington Heights,
1.62
Land for diverting Munroe's and Fessen- den's Brooks,
1.63
227.97
In 1894-5 the high service system was built, the water being taken from twenty-five 23 inch tubular wells driven in a bank of course gravel at the edge of the Great Meadows near the East Lexington railroad station. A brick pump- ing station is located here with a Blake compound duplex pump of a capacity of 500 gallons per minute, and the necessary boiler, air pumps, etc., and the water is pumped into an iron stand pipe or tank, 40 feet in diameter and 60 feet high; in the centre of the park at the top of Arlington Heights. This tank has an iron roof 20 feet high and will hold 565,000 gallons. From this runs a 12-inch main pipe and branches leading to the streets which require high service, with the necessary gates and hydrants. All the pipes of this system are of cast iron.
The locations of the pumping station, stand pipe and pipe system are shown on the plan accompanying this report.
During the year the construction of the high service works has been completed and paid for, with the exception of a balance of $500 held back, under the terms of the pipe-laying contract, till March 1, 1896, to secure the town against loss on account of any poor work which may develop before that time, and a small balance, $725.67, on account of contract for the stand pipe, which will probably be adjusted early in the spring.
. The whole expenditure for the works authorized by the vote of May 28, 1894, for which an appropriation of $92,000
140
REPORT OF WATER COMMISSIONERS.
was made, is as follows, including the two items above mentioned.
Expenditures under appropriations of $92,000 made in 1894, for the construction of High Service Water Works.
Stand Pipe.
Paid for land,
$2,537 90
for iron work,
7,438 33
for foundation,
1,055 52
$11,037 75
Pipe Contract.
Donaldson Iron Co.,
$34,341 29
Less pipe for Lake street,
3,554 00
30,787 29
Paid for inspecting pipe,
529 60
Laying Pipe.
Paid E. E. Eglec,
$20,827 27
Water Department,
2,605 87
23,433 14
Hydrants,
Paid Chapman Valve Co.,
$3.930 15
Less those used on other work,
900 00
3,030 15
Gates.
Paid Ludlow Valve Co.,
$1,829 82
Less those used on other work,
281 50
1,548 32
Special castings,
2,520 35
Gate boxes,
386 70
Connecting driven wells,
1,032 50
Amount carried forward,
$74,305 80
141
REPORT OF WATER COMMISSIONERS.
Amount brought forward,
$74,305 80
Pumping Station.
Paid A. L. Bacon,
$4,762 80
H. B. S. Prescott, plans, 75 75
Peirce & Winn Co., cement,
44 21
Radiator, stove, scales,
194 31
Lightning rod, carpenter work, 212 75
Plumbing, painting and fittings,
113 90
5,403 72
Pumps.
Paid Blake Mfg. Co.,
$4,610 50
for coal for test,
73 82
4,684 32
Relief and Regulating Valves.
Paid for valves,
$742 50
manholes,
243 02
covers,
83 00
1,068 52
General Items.
Paid for engineering, etc.,
2,560 68
surveying,
557 58
pile foundation for pipe,
150 00
freight, express, etc.,
316 74
horse hire,
51 99
pipe fittings,
291 25
incidentals,
238 54
Paid Highway Department for repair- ing streets over pipe trenches,
1,000 00
Due on stand-pipe,
$725 67
Due on pipe laying,
500 00
1,225 67
Total,
$91,854 81
142
REPORT OF WATER COMMISSIONERS.
The stand pipe was finished and painted early in the winter and was filled January 15, 1895, and has been in use ever since, with the exception of four days in October, when it was emptied. to be cleaned and to have some loose rivets made tight. Owing to some defects in the appearance of the roof and some leaky rivets, the final payment has not been made as yet.
The pumping station boiler and pump were so far com- pleted January 11, 1895, that water was pumped into the stand pipe on that date, but there was so much air in the water that it was found necessary to put in an apparatus for separating the air from the water. This caused so much delay that the pumps were not tested till March 21, 1895 ; on that date an elaborate test was made and the pumps were found to more than fulfil the contract requirements. The engineer's report upon the test is annexed to this report.
The contracts for gates, hydrants, special castings and pipe have been carried out in a very satisfactory manner.
May 3, 1895, a supplemental contract was made with Mr. E. E. Eglee, by which he agreed to lay pipe in certain streets not included in his original contract, upon the same terms as the work was done last year. Some of the work authorized at the annual meeting in 1895 was included in this contract. The work of pipe laying under the contracts with Mr. Eglee was completed August 15, 1895, and a set- tlement was made with him, the work having been done in a satisfactory manner. The pipes as laid have been test- ed with a pressure of 200 pounds to the square inch, and only five defective pipes have been found.
The following table gives the lengths and sizes of the pipes of the high service system, together with the number of gates and hydrants in each street. All the pipes are of cast iron. There are eight relief valves located at various points throughout the system and one reducing valve located near
143
REPORT OF WATER COMMISSIONERS.
the corner on Massachusetts avenue and Forest street, by which the pressure on the pipes below it is reduced about 75 pounds.
Pipes, Hydrants and Gates of High Service System.
Street.
Pipe.
Hydrants, Gates,
Size, in.
Length, ft.
No.
No.
Academy, .
6
1648
4
3
Academy, .
4
300
0
2
Acton, .
6
556
2
1
Appleton, .
8
2113
3
3
Appleton, .
6
725
0
1
Appleton place,
6
380
1
1
Ashland,
6
365
1
1
Brattle,
10
1851
5
2
Cedar avenue,
10
352
1
1
Cedar,
10
64
0
0
Claremont avenue,
6
2239
6
2
Crescent Hill avenue,
6
957
1
3
Eastern avenue,
10
187
1
1
Florence avenue,
8
714
1
2
Florence avenue,
6
1220
2
2
Glen road,
6
667
2
2
Gray,
6
732
2
1
Gray,
10
604
1
1
Hillside avenue,
6
2773
6
3
Jason,
8
1879
4
3
Jason,
6
900
2
0
Kensington park,
6
1140
3
2
Lowell, .
6
2276
5
1
Massachusetts avenue
12
9686
23
7
Massachusetts avenue,
10
5423
6
7
Mill, .
12
955
2
2
Montague avenue,
8
351
1
1
Mt. Vernon,
6
1473
3
2
Mystic, .
10
3838
8
3
Mystic,
8
332
1
1
144
REPORT OF WATER COMMISSIONERS.
Oakland avenue,
6
1138
1
2
Park avenue,
12
4444
8
- 7
Park avenue,
6
448
1
1
Park square,
4
194
1
0
Prospect avenue,
8
387
0
1
Ravine, .
6
408
0
2
Summer,
12
1418
4
2
Summer,
10
2508
5
2
Wachusett avenue,
6
356
1
1
Wallaston avenue,
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