USA > Massachusetts > Middlesex County > Somerville > Report of the city of Somerville 1899 > Part 25
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Number of persons treated at my office
433
Number of children vaccinated . 227
Number of persons from whom teeth have been extracted
43
Number of women attended in childbirth 30
Number of visits to the police station . 29
Number of candidates examined for the police force . 25
Number of candidates examined for permanent men in the fire de- partment 7
Number of visits made and certificates given where persons had died unattended by a physician 5
There has been expended for medicine since January 13, 1899, $686.10. No supplies were carried over from last year, but such stock now on hand equals approximately in value the amount of druggists' bills now payable.
The net cost to the City of Somerville for supplying medicine and medical attendance unstintedly to the very needy sick within its borders has been in 1899 almost exactly one-half what that cost was in 1898.
I do not deem, and the Overseers of the Poor, by their hearty approval of my medicine bills, have not seemed to think, there would be any real economy in being at all niggardly in supplying medicines of the best quality in whatever quantity was needed.
Very respectfully submitted,
ARTHUR R. PERRY, City Physician.
REPORT OF THE CITY ENGINEER.
OFFICE OF THE CITY ENGINEER, CITY HALL, SOMERVILLE, January 25, 1900. >
To His Honor, the Mayor, and the Board of Aldermen :-
Gentlemen,-I herewith present to your honorable body a report of the work done and expense incurred for the year ending December 31, 1899, by the departments under my charge and supervision, including Engineering, Sewers, Public Grounds, and. other public works.
ENGINEERING DEPARTMENT.
During the past year many preliminary plans and estimates of cost of various items of work have been made as required, lines and grades given for all construction work on sewers, sidewalks, streets, parks, water and gas mains, and other miscellaneous work. All sidewalk assessments have been computed, and plans and assessments made for sewers constructed.
A large amount of work has been done in the city by different companies and corporations during the year, requiring inspection, locations, lines and grades from the Engineering department, and the alteration of many house drains, catch-basins, sewers, water services and mains.
The Massachusetts Pipe Line Gas Company have laid two thirty-six-inch mains across the southerly section of the city, from the Charlestown line to the Cambridge line, a length of 6,840 feet. The New England Telephone and Telegraph Company have con- structed about ten miles of underground conduits in streets where their principal lines of poles exist, the city having the use of one duct for the city wires. The West End Street Railway Company have added a double track to their location in Somerville avenue and Elm street, a length of about 9,000 feet.
A number of plans and miscellaneous data have been ac- quired in the matter of the abolition of grade crossings on the Fitchburg railroad, and the Lexington and Arlington branch of the Boston & Maine railroad in this city, but no scheme or set of plans have been adopted as yet.
Fourteen assistants have been employed in the department as engineers on the various works in progress during the year, ten permanently, and others as the work required.
299
CITY ENGINEER.
All items of engineering work have been paid from the en- gineering appropriation, with the exception of a small amount on construction work, where the Engineer was used as an inspector. Appropriation $10,000 00
Received from other departments and corporations for work done, credit
328 62
$10,328 62
Salary City Engineer (including maintenance of team)
$2,400 00
Salaries of assistants 7,413 91
Draughting materials, stationery, and office supplies 169 03
Tapes, plumbs, stakes, tools, and general supplies
106 42
Car fares
216 15
Expressing, telephone, and incidental penses
ex-
22 90
Total
$10,328 41
Unexpended balance $0 21
Engineering services on account of inspec- tion of construction work, paid from Sewers Construction account and Powder-House Boulevard account
$149 00
Total cost maintaining Engineering depart- ment, 1899 $10,477 41
Classification of Expenditures, Assistants' Salaries.
Sewers-comprising surveys, estimates, pro- files, lines, grades, titles, plans, assess- ments, and all engineering work relat- ing to sewers
$1,690 05
Highways-comprising plans, estimates. titles, profiles, lines and grades, and all other engineering relating to the department
472 15
Sidewalks-comprising profiles, lines,
690 24
Public Grounds-comprising surveys, plans, estimates, profiles, and grades, includ- ing laying out of parks and grounds . Public Buildings-comprising surveys, esti- mates, lines, grades, and other work relating to construction .
309 35
Street Numbering-comprising locations of buildings, plans, and affixing street numbers on houses · Street Lines-comprising establishing of lines, grades, and miscellaneous data given parties for building and grad- ing
148 07
149 04
175 97
Amount carried forward
$4,419 49
grades, measurements, titles, costs, and assessments · Water Works-comprising lines, grades, lo- cations of mains, gates, hydrants and services, and other matters relating to water department, also new map for department ·
784 62
300
ANNUAL REPORTS.
Amount brought forward
$4,419 49
Middlesex Registry-comprising copying of plans and abstracts from deeds filed, and examination of titles 152 88
City Survey-comprising lines, angles and measurements, calculations of trav- erses and locations of division lines and buildings
320 15
Powder-House Boulevard-comprising sur- veys, calculations, taking of land plans, construction plans, profiles. deeds, and general engineering work in laying out and constructing .
1,186 13
Boston Elevated Railway Co .- comprising grades, plans, and profiles 81 92
Electric Light Co. and Telephone and Telegraph Co .- comprising lines, plans, locations of poles and conduits, and office notes 48 76
Gas Light Companies-comprising lines, lo- cations, and office notes 32 75 .
Grade Crossings-comprising miscellaneous data, plans, and profiles 68 42
Office Work-comprising records of all lo- cations, indexing, typewriting, calcu- lations, and general draughting . 989 13
Miscellaneous Work-comprising prelimi- nary surveys, designs, sketches, etc., relating to various schemes for differ- ent committees 114 28
Total
$7,413 91
There are a number of old streets in the city where no well- defined street line exists, and many times the Engineering De- partment is called upon to give lines and grades for public im- provements, and have no recorded data or authority for the same ; at these various places plans should be made and adopted by the city, showing an established line and grade to be used in future work.
At the intersections of streets and at angle points in streets stone bounds should be set, yearly, defining the lines and preserv- ing points that are being used continually, and would save consid- erable time and expense in the laying out of the city's work; no bounds have been set for a number of years past.
All plans of streets submitted with petitions to the city for acceptance should be made on a uniform scale of forty feet to an inch, and the profile showing the grade on a vertical scale of four feet to an inch ; this plan and grade should be approved by the city before obtaining releases for acceptance from the property owners.
Bridges .- The railroad bridges and highway bridges within the city's limits are in the same general condition as stated in the Engineer's report for the year 1898.
301
CITY ENGINEER.
SEWER DEPARTMENT.
The principal work done on construction during the past year has been the extension of the so-called "separate system" sewers, designed for taking house drainage only (roof and ground water being excluded), the district benefited including a portion of the low, flat area in the southwesterly part of the city, in the vicinity of Concord square, where cellars have been badly flooded for a number of years past during storms, but can now be relieved by separate connections with the new sewers con- structed during the year.
The above-referred-to district, together with the Somerville- avenue district, includes all the low-lying land south and west of Somerville avenue, and extending to the City of Cambridge boundary line; within this section, in addition to the mere extent of area, unfavorable conditions prevail, due to physical causes, not encountered in other parts of the city. While some of the exist- ing sewers are of comparatively large size and capacity, the fact remains that their outlet during storms through the sewerage sys- tem of the city of Cambridge is practically at the level of mean low water, and many of the cellars in this area are below high tide, so that the sewers in an area of this extent and character, running under pressure (due either from excessive rainfall or to high tides), results in back water in the house drains and the flood- ing of cellars, there being about 900 in this entire area so affected under the most unfavorable conditions.
This separate system to receive the house drainage provides for new pipe sewers, of greatly reduced size from the present struc- tures, built in each street ; in many cases two sewers, one under each sidewalk, are designed, and when wholly completed the en- tire area, where low cellars exist and flooding is now experienced, will be relieved. All of the storm water from the entire area and the house sewage from the high portion will continue to be dealt with by the existing combined sewers. This "separate system" should be extended westerly in Somerville avenue as rapidly as possible, that relief from flooding of cellars may be obtained for a district in the vicinity of Spring and Belmont streets.
In conjunction with this work it is proposed to relieve the eight-foot Somerville-avenue sewer main in times of heavy storms by an overflow drain at the East Cambridge boundary line, having its outlet into Miller's river ; as a part of this structure would pass through a small section of Cambridge, it was necessary to have an act passed by the Legislature giving the City of Somerville rights outside of the city limits. This act was approved April 15, 1899, with the proviso that the State Board of Health should first approve of the city's plans; these, with a general description of the work contemplated and other miscellaneous data, were duly submitted, and in December a reply was received from the State Board of Health not approving of an outlet into Miller's river.
302
ANNUAL REPORTS.
This river is the city's only available tide water overflow in times of storms for a very large area, and was also originally the outlet for this drainage area, and the State Board of Health, in refusing this application, is causing the city a great inconvenience and heavy expense, as well as giving an erroneous report on the matter, while the cities of Cambridge and Boston are discharging polluted water through over forty sewer overflows, varying in size from one foot to eight feet in diameter, into the Charles river (a stream having the same tides and salt water as Miller's river), all of which are contaminated many times more than the one overflow asked for by this city.
This overflow into Miller's river would only be in operation a few times a year, and the discharge a portion of the same that now reaches Charles river ; the same structure proposed to be built would, in the future, take care of all storm water from this area, when the city has been put entirely on the "separate sys- tem," which is being accomplished each year as the appropriation will allow.
Another storm water overflow outlet in the easterly section of the city, across the marsh lands of the Reed Heirs and the Bos- ton & Maine Railroad Company, into Mystic river, should be completed at an early date.
Sewers and Drains Constructed in 1899.
Sewers have been constructed during the year on the "sepa- rate system" in the vicinity of Concord square and the adjacent streets, varying in size, the largest being twenty-two inches by thirty-three inches brick and the smallest a six-inch pipe, the total length laid amounting to 15,300 linear feet (2.9 miles) ; the entire length of this new system constructed to date is 3.25 miles.
Fifteen pipe sewers have been laid in different parts of the city, as petitioned for at various times during the year, a combined length of 5,059.1 feet. Record plans have been made showing all locations, and assessments have been levied on the abutting land owners ; also four sewers, built in 1898, have been assessed. The total length of sewers constructed during the year was 20,359.1 feet (3.86 miles).
A storm relief drain has been laid in School street, between Summer street and Berkeley street, a length of 437 feet, and over- flow connections constructed with the old sewers. In Otis street and Albion street short lengths of pipe drains have been laid to provide for storm water; the total length of storm drains laid during the year amounting to 1,065 linear feet.
Seventy-nine catch-basins have been built during the year in different parts of the city, at a cost of $3,038.65; this does not include nineteen that were constructed on the line of the Powder- House Boulevard.
The total cost of work done under Sewers Construction ac- count during the year amounted to $24,100.00.
TABULAR STATEMENT OF SEWERS BUILT IN 1899.
LOCATION.
ITEMS OF CONSTRUCTION AND COST.
SEWER.
SUB-DRAIN.
PIPE SEWER, COST PER LINEAL FOOT.
NAME OF STREET.
FROM
To
CONTRACTOR.
MATERIAL EXCAVATED.
Average Cut.
Size in inches.
Length in feet.
Size in inches.
Length in feet.
Cubic yards Rock
Price per cubic
yard. Rock.
Manholes.
Excavating. Re.1 filling, and Pipe Laying.
Sewer.
Sub-
drain
Pipe, including
where laid
Inspection.
Miscellaneous.
Average cost per
Total cost.
Assessment
Cost to City.
College ave.
l'albot ave
Professors' row
Daniel A. Dorey
Hardpan
F.
300.00
0,5
$2.00
1
$37.95
$0,35
SO. 18
$0.6.
8206.32
$20G,32
Concord-sq. Sewer Dist., Sect. 1:
Newton st. (north side) .
Clark st.
Joseph st.
Charles A. Kelley .
Sand aud clay
10,8
15
268.70
1
36.58
0.71
Joseph st.
Concord ave ..
Charles A. Kelley.
Sand and clay
9.G
12
171.10
3.00
2
30.68
0.45
Concord avenue (north side) .
Newton st.
Springfield st.
Charles A. Kelley .
Sand and clay
8.6
12
553.80
0.45
Springfield st. (west side)
Concord ave. .
Dickinson st.
Charles A. Kelley .
Sand and clay
7.5
10
337.40
3.th:
3G,55
0.53
Dickinson st. .
Near Cambridge line
Charles A. Kelley .
Sand and clay
408.10
3.00
1
36.56
0.44
Newton st.
Adrian st.
Charles A. Kelley . Charles A. Kelley .
Filling and clay Filling and clay
9.6
8
412.60
3.00
0.44
0.02
0,8%
5,285.74
$5,285.74
Adrian st. (south side)
Joseph st.
Marion st. Marion st.
Charles A. Kelley .
Filling and clay
8.8
571.00
3.00
36.58
0.44
Cook st. (both sides)
Marion st
Sonth Wyatt st.
Charles A. Kelley .
Filling
6,4
573.40
3
562
3.00
36.58
20
0.14
0,15
Marion st. (both sides)
Adrian st.
Near Concord ave.
Charles A. Kelley .
Filling
G.7
343.60
219
1 1
36.58
0,35
0,15
Dickinson st. (both sides)
Springfield st.
Near Cambridge line
Charles A. Kelley .
Sand and clay
8.2
1137.40
3.00
G
36.68
0.44
Concord-sq. Sewer Dist., Sect. 2:
Webster avc. (west side)
Newton st.
Prospect st.
H. A. Hanscom & Co.
Clay
11
19
316.40
3.0
38.34
0.7G
Prospect st. (west side)
Concord ave.
H. A. Hanscom & Co.
10,5
12
73.50
3.00
3.00
2
38.3-1
11
0.39
0.15
Newton st. (south side) .
Webster ave.
Near Concord sq .
H. A. Hanscom & Co.
8.4
605.50
0,5
3.00
1
38.34
38.34
38.24
12
0.39
(0,16
0.03
0.79
G, 737.84
6,737.84
Springfield st. (east side)
Concord ave
Near Cambridge line
H. A. Hanscom & Co.
7.5
749.30
3.00
1
38.34
38.31
10.4
0.39
0.15
Bolton st. (both sides)
Houghton st.
H. A. Hanscom & Co.
6.9
002.30
3
850
3.0
0.39
0,15
5.5
374.00
3
618.10
3
300
3.00
38.34
30
0.29
0. 15
No. 25: Washington st.
Northerly
Sand and clay
5.
115.00
Built
at petit ioners'
expense.
Marshall st.
Near School st.
Charles A. Kelley .
Hardpan
G.0
12
340.50
81
1
35.05
0.41
0,32
0.03
$0.01
0.0
330,00
329.16
0.91
Fairview ter.
Sycamore st
Easterly
Maurice Buttimer
Hardpan and rock .
6.1
117.30
10
131.00
10
168.GO
45.5
0,62
0,10
0.09
1.15
193,57
146.00
47.5
Murray st.
Washington st.
Southerly
D. C. Collins
Filling
G.4
12
186.8
35.65
13
0,58
0,33
0.09
257.39
296.76
30.6
Muscum st.
Beacon st.
Southwesterly
7.
8
155.00
Built
at petit ioners'
expens c.
Mystic st.
Washington st.
Southerly
C H. Eglee & Co.
Sand
97,50
1 1
Built
at Masa
l'ipe Li ne Gas Co.'s ex pense.
Packard ave. and Private lands
Electric ave Packard ave.
Curtis st.
I. F. Crimmings
4.5
12
733.4
458.7
1.2
4.00
0.20
0.20
0.07
0.01
1.31
1,498.93
063.14
826.79
Somerville ave.
Newton st. Clark st.
Daniel A. Dorey Daniel A. Dorey
Sand, gravel, and clay
12.8
₸87.2
723
2.3
G.O
C
0.2
4.96
3,907.94
3,907.94
Prospect st.
Oak st.
Cambridge line
C' H. Eglee & Co.
Clayey sand
6.3
1ª
676.5
21
Built |at Mass. |Pipe Line Gas |Co.'s ex pense.
Sycamore st.
Richdale ave. .
Willoughby st.
C. A. Mongan
Gravel
4.9
12
28G.9
33.60
0,38
1
0,3
0.05
0,94
737.37
658.45
18.92
Willoughby st.
Sycamore st.
Central st.
C. A. Mongan
Gravel and clay
8.2
10
444.1
2.9
4.50
33.60
30
0.38
1
Stone pl.
Stone ave.
Easterly
T. F. Crimmings
Sand and clay
G.7
G
130.0
Built
at petit ioners'
expens e.
Washington st.
Mystic st.
Westerly
C. H. Eglee & Co.
Sand
5.
8
296.7
Windham road
Washington st,
Columbus ave.
Hardpan
G.G
16
293.6
30.20
23
0,37
0.15
0,0
0,83
277.09
277.01
0,05
Columbus ave.
Northerly
R. Falvey R. Falvey
Hardpan
8.0
40.3
Total length and cost of new sewers built in 1899
$19,423.28
$2,506,89
$10,91G.39
· Iron pipe across Sycamore st. bridge.
Total length of sewer built by the city January 1, 1900 "Total length of private sewers in the city January 1, 1900 Total length of sewers in the city Jannary 1, 1900
360,061.5 feet 33,465,0 feet
384,129,5 feet, or 72,55 miles.
THE FOLLOWING SEWERS WERE BUILT IN 1898 AND ASSESSED IN 1899.
NAME OF STREET.
FRON
To
CONTRACTOR.
TOTAL COST.
ASSESSMENT.
COST TO CITY.
Curtis st.
Electric ave.
Conwell ave.
Daniel A. Dorey
$1,OGD 47
$1,004 86
SCO 61
North st. and
Private lands
Raymond ave.
Daniel A. Dorey
Raymond ave.
North st.
Southeasterly
Daniel A. Dorey
1,844 59
1,844 45
D 14
Private lands
Alewife Brook
North st.
Richard Falvey
885 8G
442 93
442 93
Raymond ave.
Curtis st.
Northwesterly
Daniel A. Dorey
164 37
10-4 30
0 0
$3,960 29
$3,456 54
8503 75
#
H. A. Hanscom & Co.
Sand and clay
9.8
=
319.20
Sand and clay
7.5
627.00
183
3,00
Concord ave. (south side) (north side)
Prospeci st.
Sprinfield st. .
H. A. Hanscom & Co. H. A. Hanscom & Co.
7.9 8.4
10
986.2
41
3.00
3
0.49
0,15
Prospect st.
Near Concord sq ..
H. A. Hanscom & Co
Sand
G.8
*
2376.70
1,409
3.0
374
3.00
1
38.34
23
0.30
0.15
Springfield st.
Near Prospect st. . Near Cambridge line
H. A. Hanscom & Co. .
H. A. Hanscom & Co.
Sand
6.2
10
285.10
3.00
2
36,58
0.53
Joseph st. (southwest side) (both sides).
Newton st.
Netr Lincoln park
Charles A. Kelley .
Filling and clay
9.0
10
632.20
133
0.5
3.00
19
36,58
0,53
$0.15
(north side)
Joseph st.
Webster ave Concord ave. . Oak st.
Oal: st.
Near Honghton st.
H. A. Hanscom & Co.
Sand and clay
Sand and clay
610.00
3,00
Oak st. (both sides)
Prospect st.
Near Cambridge line
Oak st.
Honghtou st. (south side) . (both sides)
Court of Washington st.
Evergreen ave.
5.5
20
100.00
Built at petit, ioners'
Built
at petit ioners
expens c.
Gordonia road .
Old Sewer
Angle
Bartholomew Burke
Hardpan and clay
-
Built
at petit ioners'
expense.
Medford st.
Old Sewer
Near Walnut st
Charles A. Kelley .
Hardpan
11.2
40G.S
40G.8
4.011
1
35,90
31
1.47
0,20
Prospect st and Newton st.
Prospect st.
Private Lands
T. F. Crimmings
Clay and sand
9.2 16 × 24
Clay and sand
.. .
22 × 33
5, 6
and
·10
29.3
Florence ter.
Jaques st.
Southerly
Sand and clay
1 1
0.00
0.30
Clay
Sand and clay
Sand
Sand
Oak st.
0.15
expense.
0.01
1.38
Pipe Line Gas Co.'s ex pense.
Built at Mass.
Sub-drain
lineal foot.
Main
18
Average Cost Manholes.
Inlets.
20,359.1
Excavation-
36.58
....
8.2
San
10 .:
1
303
CITY ENGINEER.
The total length of sewers in the city is seventy-two and three-quarters miles, and the total cost of constructing has been about $862,600.00.
Total length of storm drains in the city, three miles; total cost of construction, $132,637.00.
Total number of catch-basins in the city, 1,039.
In the table showing sewers built in 1899 will be found an itemized statement of construction and cost.
Metropolitan Sewer Connections.
No new connections were made with the Metropolitan sewer- age system during 1899. The local system has eight connections within the city's limits and two outlets through other cities, one discharging in Medford and the other through Cambridge, con- necting with the Metropolitan mains; there are about seventy- two miles of the city's sewers discharging through these ten out- lets and taking the house drainage of over 11,300 buildings.
Somerville's assessment for maintenance of the Metropolitan system for 1899 was $13,579.65, and on construction account, $29,278.44 ; the total paid the Commonwealth of Massachusetts by this city for the construction and maintenance of the Metro- politan sewerage system, to date, amounts to $245,364.46.
An area of about twenty-one acres in the vicinity of Mt. Benedict, East Somerville, is the only district in the city not con- nected with the Metropolitan sewer; a connection should be made at North Union street, preventing the discharge of this sewage into Mystic river.
Maintenance of the Sewerage System, 1899.
A force of men are kept continually cleaning and flushing the catch-basins and sewer mains, and repairing the old structures throughout the city ; this work increases each year as new work is added to the system, and is one of the most important items in the city's welfare, its sanitary condition.
Three hundred and twelve permits were granted licensed drainlayers for connecting house drains with the public sewers during the year, and for the repairs and alterations of eighty-six old drains.
Fifty-five drains were changed, eleven catch-basins rebuilt, and two sewers constructed on the line of work where the Massa- chusetts Pipe Line Gas Company's mains were laid in this city ; thirty drains and a number of catch-basins were altered where the New England Telephone and Telegraph Company's underground conduits were constructed.
The inspection of sewers, drains, and alterations on the line of work where the Massachusetts Pipe Line Gas Company's mains were laid amounted to $364.11, and on the line of work where the New England Telephone and Telegraph Company's
304
ANNUAL REPORTS.
conduits were constructed amounted to $75.93, the city being re- imbursed the above amounts by the respective companies.
The cost of inspecting and locating private house drains and connections with sewer mains·has been $485.55.
The cost of changing the line and grade and repairing man- holes, the flushing, cleaning, repairing, and general maintenance of the sewer mains during the year amounted to $3,338.79.
The cost of changing the line and grade, repairing, cleaning, flushing, and general maintenance of catch-basins during the year amounted to $4,088.
The total cost of work done under Sewers Maintenance ac- count during the year, including rent of water course, amounted to $9,181.66.
An itemized statement of cost will be found in the report of the Committee on Sewers.
PUBLIC GROUNDS DEPARTMENT.
Work on the completion of Lincoln Park was commenced early in the season, and carried on during the year from time to time, as materials could be obtained at the best advantage on the various parts of work. Large quantities of filling material have been obtained by cars on the Fitchburg railroad, and all surplus earth excavated from the sewer, gas, telephone, and other trenches has been deposited in Wyatt's Pit, in all about 30,000 cubic yards, the past year.
The filthy water in the pit was pumped out, the bottom cov- ered with gravel, the sides cleaned, regraded, and fenced, and all dumping of rubbish and refuse material has been prohibited, so that now the enclosed pond is an additional attraction to the new park. The grading of the athletic field has been completed, and the field used during the last season for games, the driveway around the playgrounds has been macadamized, catch-basins con- structed, and trees and shrubbery planted at intervals on the roadway and walks.
In a few years' time this park will be one of the most attrac- tive open spots in the city, and will have one of the best athletic fields in the vicinity ; the amount expended on construction dur- ing the year was $10,006.83, and the total cost of constructing Lincoln Park has been $14,994.70.
Lincoln Park Construction, 1899.
Constructing driveway, catch-basins, sidewalks, etc., labor and materials $3,806 42
Laying out and grading athletic field, labor and materials . 2,509 29
Pumping and cleaning Wyatt's Pit, labor 263 87
Filling material for pit, labor, and teaming
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