USA > Massachusetts > Middlesex County > Somerville > Report of the city of Somerville 1927 > Part 19
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Extension of Water Mains
About 1100 feet of new mains were laid in the Ten Hills Farms District and about 1200 feet were installed in other sections of East Somerville. Work was started in the new development on Clarendon Hill at Garrison and Farragut Avenues and about 1,000 feet of pipe have already been laid.
A new development near Washington Street between Beacon Street and the Cambridge city line has been started undeer the control of the Harvard Housing Trust. This tract has been named Holden Green and water mains have been in- stalled to supply all the buildings which will be erected in this plot in Somerville.
Control valves and fire hydrants have been installed on all the new work as it has progressed. A net increase of 13 fire hydrants and 61 gate valves has been made this year.
Maintenance and Reconstruction
The outstanding single job of the season was the re- newal of practically all the water service pipes in Highland Avenue for a distance of nearly two miles, in anticipation of a new pavement to be laid down. The service pipes were very old and in such bad condition that they had given us much trouble for a considerable period. The job was a costly one but necessary to be done and it was handled in such a manner that at no time was traffic inconvenienced or other reconstruc- tion work held up.
-
321
WATER DEPARTMENT
New Services
About the same number of services (125) were installed as in the previous year. Ten new private fire supplies for sprinkler systems were laid and 12 were installed for the protection of as many school houses; a list of the same is given on an earlier page of this report.
Water Meters
Meter installation dropped off largely on account of the city having reached 100% meterage the previous year. 382 meters were installed but the net increase in operating meters is only 125, these being mostly on new buildings.
Water Consumption
About 3,000,000,000 gallons of water were used in the city in 1927, being an average daily consumption of nearly 8,000,000 gallons and a daily per capita use of 78 gallons, the same as in the previous year. This shows a favorable comparison with the Metropolitan District as a whole, which: consumed 99 gallons per capita.
Distribution and Finance
The distribution system of the Water Works is regarded as in excellent condition, and the year closes with surplus water income of $32,657.99, no water debt, and all current bills paid:
In Conclusion
Acknowledging the generous support extended to me by the mayor, aldermen, department heads, and all employees, this report is respectfully submitted.
FRANK E. MERRILL,
Water Commissioner.
322
ANNUAL REPORTS
SUMMARY OF STATISTICS FOR THE YEAR ENDING DECEMBER 31, 1927 In form recommended by the New England Water Works Association. SOMERVILLE WATER WORKS SOMERVILLE, MIDDLESEX COUNTY, MASS. 7
General Statistics
Population, census 1920, 93033; present, estimated 103,000.
Date of construction: Commenced in 1868.
By whom owned: City of Somerville.
Source of supply : Metropolitan water system.
Mode of supply: Water is delivered into the city's mains, under both high and low pressure, by the Metropolitan Water Works.
Statistics of Consumption of Water
Census population, 1920, 93,033.
Population on lines of pipe, Dec. 31, 1927, 103,000.
Population supplied, Dec. 31, 1927, 103,000.
Total consumption for the year, 2,900,301,000 gallons.
Average daily consumption, 7,946,000 gallons.
Gallons per day to each inhabitant, 78.
Statistics Relating to Distributing System, 1927 MAINS
Kind of pipe, cast iron.
Sizes, from 4-inch and under to 20-inch.
Laid 7,340 feet; discontinued 785 feet; net extension, 3,555 feet.
Total now in use, 109.48 miles.
Number of hydrants added during year (public, 13, private, 1) 11. Number of hydrants (public and private) now in use, 1,336.
Number of stop gates added during year, 61.
Number of stop gates now in use, 2,294.
Number of blow-offs, 197.
Range of pressure on mains, 35 pounds to 100 pounds.
SERVICES
Kind of pipe: Lead; lead-lined wrought iron; cement-lined wrought iron; cast iron.
Sizes, one-half to eight inches.
Laid 5,061 feet.
Number of service connections made, 148.
Services in use, approximately, 13,857.
Number of fire supplies (sprinkler systems), 81.
Number of meters added, 382; meters and motor registers dis- continued, 257; net increase, 125.
Number now in use, 13,857.
Percentage of services metered, 100.
Percentage of water receipts from metered service, 98.3.
Number of motors and elevator registers added, 0; removed, 0. Number now in use, 1 (included in number of meters.)
REVENUE
EXPENDITURES
From Water Rates :-
Water Works Maintenance :-
Temporary supplies for
builders and contrac-
tors
$1,395 34
Meter rates
308,564 78
Special :-
Total from consumers
$309,960 12
(including Highland
Ave. relaying service
Water service assessments
9,558 24
pipes )
$22,451 00
Labor and materials:
From private parties
6,053 15
Total
$103,928 79
Water Works Buildings
1,567 12
Water works Construction :-
6,839 31
Mains
17,100 88
Services 8,631 30
Meters
4,319 74
Total construction
30,051 92
Metropolitan water assessment
164,205 30
Balance
32,657 99
Total
$332,411 12
Total $332,411 12
Disposition of balance: applied to municipal purposes. Cost of works to date $1,357,436 06 Bonded debt at date None
323
WATER DEPARTMENT
From Commonwealth of
Massachusetts on ac-
count Northern Ar- tery
Operation (Management, repairs and renewals) $81,477 79
Miscellaneous accounts
From other sources :-
324
ANNUAL REPORTS
REPORT OF THE CITY ENGINEER
OFFICE OF THE CITY ENGINEER
CITY HALL, SOMERVILLE, JANUARY 28, 1928.
To His Honor, the Mayor, and the Board of Aldermen :-
Gentlemen :- The undersigned presents herewith the 55th annual report, for the year ending December 31, 1927, of the Engineering Department, including sewer, park and playground divisions.
ENGINEERING DEPARTMENT
In previous reports the general work, charter require- ments and city ordinances relating to the duties of the City Engineer have been fully described. City Engineer is also Supt. of Sewers and Supt. of Parks and Grounds.
Divisions
Appropriations
Transfers Expenditures
Balances
City Engineer
$15,820 00
$15,723 74
$ 96 26
· Sewers Maintenance ..
25,860 00
$ 82 11
25,923 87
18 24
Sewers Construction ..
38,442 46
370 11
32,039 13
6,773 44
Parks Maintenance
13,900 00
13,012 75
887 25
Playgrounds Maint. ....
9,600 00
53 73
*9,298 21
355 52
Playground, Foss Park
1,322 24
821 66
500 53
John M. Woods Play- ground
500 00
..
...
500 00
Additional Land Play-
ground, Glen Street
9,800 00
3 45
9,796 55
* $1610 Transferred to Sewers Maintenance Account.
(Expenditures in the various divisions are shown in de- tail in the City Auditor's annual report.)
325
CITY ENGINEER
CITY ENGINEER DIVISION, CLASSIFICATION OF EXPENDI- TURES, 1927
Sewers and Storm Drains,-comprising surveys, estimates, profiles, lines, grades, titles, plans, assessments, all engineering work relating to same and supervision .... $2,700 72 Highways,-comprising plans, estimates, titles, profiles, lines and grades, inspection of paving and all other engineering work relating to the department 1,649 82
Sidewalks,-comprising profiles, lines, grades, measure- ments, inspection, titles, costs and assessments 312 62
Water Works,-comprising lines, grades, locations of mains, gates, hydrants, services for buildings, and other matters relating to the department 61 06
Parks and Playgrounds,-comprising surveys, plans, esti- mates, profiles, and grades, including laying out of parks, playgrounds, boulevard and supervision 93 53
-
Public Buildings,-comprising surveys, estimates, lines and grades, and other work relating to construction and laying out of grounds
34 88
Street Numbering,-comprising locations of buildings, plans, assigning street numbers, etc. 1,059 94
Street Lines and Grades,-comprising establishing of lines, grades, and miscellaneous data given parties for building and grading
7 33
Subway, Bridges and Grade Crossings,-comprising sur- veys, plans, profiles, estimates, lines and grades, etc. 22 00
City Survey,-comprising establishing of street lines, ac- ceptance plans, and miscellaneous survey work for city map, etc. 438 55
Middlesex Registry and Land Court,-comprising copying of plans, and abstracts from deeds and examination of titles filed at East Cambridge, also tracing of street acceptance and sewer taking plans, filed for record .... Private Corporations, Railway, Telephone, Electric Light and Gas Light Companies,-comprising grades, plans, profiles and office notes, locations of poles and con- duits
115 58
Setting Stone Bounds and Brass Rods,-defining street lines and city boundary lines
............
Office Work,-comprising record of all locations, index- ing, typewriting, bookkeeping, calculations, reports and general draughting
2,156 S1
Miscellaneous Work,-comprising designs, sketches, etc., relating to various schemes for committees 4 03
Assessors' Map,-compiling information on large map in interest of assessors 110 01
Holidays, Vacations and Sickness. 688 65
Engineering,-General departmental expenses (all divi- sions) comprising City Engineer's salary, automobile maintenance, telephone, car fares, and supplies
6,131 35
Total
$15,723 74
136 86
326
ANNUAL REPORTS
The total cost of maintaining the Engineer's Division since it was established, 1872-1927, both years inclusive, has amounted to $509,646.30.
Five assistants have been employed the greater part of the year, on engineering work.
A number of plans have been made during the year for street acceptance and three streets were accepted as public highways under the betterment act; and there are plans for acceptance of fourteen private streets on file in this office, that for various reasons have not been made public ways.
Surveys, calculations, estimates and plans have been made for taking land, buildings and private property for vari- ous purposes in certain sections of the city.
Some of the main thoroughfares should be renumbered their entire length to eliminate half numbers and letters now being used, also certain streets, continuing in bordering cities where numbers conflict.
The Northern Traffic Artery, a combination of boulevard and traffic road extending across the easterly end of the city, has been completed during the year by the State Metropolitan District Commission. Land and buildings were taken, for widening Somerville Avenue on the northerly side from the East Cambridge line to Medford Street, on the easterly side of Medford Street to Chester Avenue (opposite Greenville Street) thence by a bridge over the B. & M. R. R. tracks and across private lands to Broadway at Fellsway East, which was widened on the easterly side to Mystic Avenue and con- tinuing to Middlesex Avenue by widening Winthrop Avenue on the easterly side, a length of 9,250 feet (134 miles) in Som- erville and varying in width from 60 feet to 140 feet-por- tions of Aldrich, Dana and Edmands Streets were taken and Flint Street dead-ended.
Betterment assessments have been levied, by the state, on adjacent property owners.
In conjunction with this new thoroughfare, the city should immediately widen the street in front of the Central Fire Station at the junction of Medford Street and Highland Avenue-a much needed improvement.
327
-
CITY ENGINEER
The recent development of the Boston and Maine Rail- road property at the junction of Mystic and Middlesex Ave- nues requires the widening and acceptance of North Union Street as a public way and the immediate paving of this street.
328
STREETS ACCEPTED AS PUBLIC HIGHWAYS IN 1927, UNDER THE BETTERMENT ACT
To
Width
Name of Street
Ward
From
in ft.
Length in ft.
Date of Acceptance
Earle
.2 South Street
Northerly
30
332
July 15, 1927
Kensington Avenue
4 Mystic Avenue
.Middlesex
Ave.
40
420
Dec. 23, 1927
Shore Drive
4 Mystic Avenue
.Fellsway
50
2,081
Sept.
9, 1927
Total
(0.536 mile)
2,833
ANNUAL REPORTS
329
CITY ENGINEER
LENGTH OF STREETS
Miles
*Public
89.338
Private 12.830
Total length of streets 102.168
*Includes 1.406 Miles City Boulevard and Park Roadways. 2.331 Miles State Boulevard.
0.72 Miles State Highway.
In the 1910 report, tables were published showing old names of certain streets as formerly known, and names of public Squares in the city ; the names of some of these Squares have been changed recently, and new Squares added.
LENGTHS OF PUBLIC STREETS IN EACH WARD
Miles
Ward one
13.883
Ward two
14.718
Ward three
10.674
Ward four
13.823
Ward five
11.486
Ward six
11.874
Ward seven
12.880
Total length of public street in the city
89.338
There are at the present time 665 street boundaries con- sisting of stone bounds and brass rods set in cement for defil- ing street lines, and the number should be increased each year; definite boundaries do much to simplify surveying and are convenient to use for bench marks. Previous reports give locations of existing bounds.
STREETS CONSTRUCTED UNDER BETTERMENT ACT
Type of construction Granite Edgestone, Concrete Gutters and Roadway of broken stone base and asphaltic mixed top-"Simasco" (Simpson Bros. Corp. patent.)
Width of roadway
*Douglas Avenue
20.0
Length in feet 162.0
*Edgar Avenue
33.3
850.0
*Highland Road
50.0
107.0
330
ANNUAL REPORTS
Warwick Street 25.0
313.0
Shore Drive (under construction)
Total (.271 mile) ...... 1,432.0
* Asphaltic Penetration.
Average cost $14.28 per linear foot.
Assessments have been levied on abutting property owners for approximately one-half of the cost of constructing these streets.
STREETS PAVED WITH GRANITE BLOCKS
New blocks and old blocks (re-cut) have been laid on a concrete base with Portland cement grout in
Sq. Yds.
Length
Beacon Street (North side) Buckingham St. to Washington Street (Recut) 1,827.0
1,120.0 ft.
Mystic Avenue-Connecticut Ave. to Austin St. (New)
4,524.0
1,097.0
Total (0.419 Mile)
6,351.0
2,217.0 ft.
STREET SURFACED WITH WARRENITE (Warren Bros. Patent)
Laid on old concrete base
Square Yards 30,320
Length 8,874 ft.
Highland Avenue
Prospect Street (Cambridge Line to Webster
Ave.)
3,896
1,020
Total (1.874 Miles) 34,216
9,894 ft.
The total length of permanent paved streets in the city amounts to 18.851 miles.
Permanent street pavement should be extended as rapid- ly as possible, using old granite blocks, re-cut and laid on a concrete base-the most economical pavement for this city.
Grades were given and measurements taken for the re- construction of eight streets with a bituminous wearing sur- face, a length of 5,592 feet.
In constructing the new bituminous streets and grano- lithic sidewalks, 3,611 feet (0.683 mile) of new edgestone were set.
331
CITY ENGINEER
TABLE OF STREET CONSTRUCTION
* ** Streets paved with granite glocks
Square Yards 224,292
Miles 9.349
Streets paved with vitrified brick
20,958
1.290
Streets constructed with concrete base and asphaltic mixed top
70,168
3.513
Streets constructed with concrete base and bituminous penetrated top
40,513
2.613
¿Sreets constructed with broken stone base and asphaltic mixed top
42,512
2.067
#Streets constructed with broken stone base and bituminous penetrated top
50.423
Streets constructed of water bound ma- cadam
18.722
Streets graveled or unimproved
14.385
Total
102.168
*Also 30.78 miles (single track) electric railway paved with granite, asphalt, bitulithic, etc.
** Includes 6,149 sq. yds. concrete roadway Middlesex Ave.
+Includes 0.72 mile of state highway.
¿Includes 1.406 miles of city boulevard and park roadways and 2.331 miles of state boulevard (Metropolitan District Commission, Park Division.)
There are a number of intersecting thoroughfares, where the corners should be cut back and the roadway widened for the safety of traffic and improvement in appearance.
Lines and grades were given and measurements taken for constructing twenty-two new granolithic sidewalks-4,110 square yards (1.089 miles) and assessments were computed, the abutting property owners paying one-half of the cost on nineteen sidewalks, the remainder the entire cost.
In laying out new work, under orders passed for con- struction of sidewalks, etc., occasionally portions of buildings and fences are found to be encroaching on the sidewalk and on some of the old rangeways these encroachments have ex- isted for many years; as improvements are made, the full width of sidewalk should be maintained.
In many places the old brick sidewalks should be re- placed with granolithic.
332
ANNUAL REPORTS
MILES OF EDGESTONE, GRANOLITHIC, GRAVEL AND BRICK SIDEWALKS IN EACH WARD
Edgestone
Gravel Sidewalk
Brick Sidewalk
Granolithic Sidewalk
Ward one
20.528
2.958
11.797
5.712
Ward two
17.646
5.673
6.331
4.674
Ward three
14.325
0.760
11.527
2.114
Ward four
17.916
0.681
9.461
5.099
Ward five
23.070
3.796
11.049
6.764
Ward six
25.662
3.370
10.452
12.223
Ward seven
37.268
0.070
8.157
25.418
156.415
17.308
68.774
62.004
(Details, etc., streets and sidewalks in report of Street Commissioner.)
Plans have been made by the various public service cor- porations and filed in the City Engineer's office, showing the locations of gas mains, poles, tracks and conduits in this city, which have been granted by the board of aldermen during the year ;- the work of placing overhead wires in underground conduits, and removing poles from the streets should be ex- tended as rapidly as possible.
In the City's squares overhead wires should be placed underground immediately and practically all poles (except for lights) removed-on the main thoroughfares many of the exist- ing poles should be eliminated, at the present time, being un- necessary.
A special ordinance should be enacted concerning city inspection on all underground work done by private companies or corporations and regulation as to method of street open- ings.
UNDERGROUND CONDUITS (Public Service Corporations)
Miles laid in City Streets
Boston Elevated Electric R. R.
5.55
Edison Electric Light Co.
20.17
New England Telephone and Telegraph Co.
19.56
Cambridge Gas Co.
67.35
31.94
Charlestown Gas Co. also City Fire Alarm wires (located in ducts constructed by Corporations)
144.57
Total
333
CITY ENGINEER
All locations for sub-surface construction are assigned by this department.
Lines and grades have been given for laying new city water mains. Many gates, hydrants, water posts and blow- offs have been located and recorded. A new survey of the entire distribution system should be made and the maps and office records compiled. (Length of water mains, details, etc., in report of Water Commissioner.)
All plans of estates in Somerville recorded at the Regis- try of Deeds, East Cambridge, including land court plans, have been copied, also titles examined, abstracts from deeds made for the purpose of assessments, and the proportional part of the cost of new work computed, and schedules of as- sessments made out showing the property owners.
A set of block plans should be made covering the entire city area, from accurate surveys made during the past forty years, and carefully compared section by section with the deed dimensions and areas recorded in the assessors' depart- ment, and in this manner the correct areas of land deter- mined. This set of plans would show the area and dimensions of each lot, all houses and other buildings, sewers, catch basins, house drains, water services, gas mains, underground conduits for wires, street lights, street railway tracks, etc., and be of great value to many city departments. A separate appropriation should be made for completing these plans.
Total number of plans on file in the office approximately nine thousand, five hundred.
For the immediate improvement of conditions in this city the highway bridges and approaches over the steam rail- roads should be rebuilt the full width of the street at Broad- way, (North Somerville) Prospect Street and Washington Street, near Union Square ; and the dangerous railroad grade crossing at Park Street should be abolished, as decreed by the courts a number of years ago. The steam railroad bridge over Washington Street has been reconstructed and widened with increased head-room for street traffic, and an automatic pump installed for removing storm water.
A compiled table of areas showing a sub-division of city's acreage was published in the 1925 report.
334
ANNUAL REPORTS
I respectfully refer to recommendations and suggestions made in reports of the City Engineer for a number of years past, which are for the improvement of conditions in this city.
SEWER DIVISION
The designing and construction of sewers, storm drains, catch basins, house drains, etc.,-maintenance of the drainage system and other items in this division are under the direc- tion and control of the City Engineer.
A number of sewers were petitioned for and constructed during the year in newly laid out streets; and at the time of construction, storm drain mains were laid in the same loca- tion.
CONSTRUCTION ACCOUNT, STATEMENT OF EXPENDITURES 1927
Labor (city dept.)
$2,165 94
Labor (contract)
21,171 05
Teaming and trucking (city and contract)
1,302 76
Materials and supplies, etc.
7,399 38
Expenditure
$32,039 13
Materials (1926)
1,121 33
Total
$33,160 46
CLASSIFICATION OF EXPENDITURES
Constructing sewers (separate system) ....
$10,900 38
Constructing sewers (combined system) ....
Constructing storm drains
16,671 76
Constructing catch basins and manholes on old sewers (includes $825.19 other depts. and div.)
3,431 90
Final payments 1926; payment made 1927
1,402 72
Cost of new work
$32,406 76
Materials on hand
753 70
Total
Balance
$33,160 46 6,773 44
CREDIT
Appropriation Balance unexpended (1926) 2,842 46
$35,600 00
TABULAR STATEMENT OF SEWERS AND STORM DRAINS BUILT IN 1927
LOCATION
ITEMS OF CONSTRUCTION AND COST
SEWER
SUB-DRAIN~
ROCK EXCAVATION
MANHOLES
COST PER LINEAR FOOT
Excavation Pipe Layins and Reniling
From
To
Contractor
Material Excavated
Average Cut
Size in Inchoy
Length In
Size In Inches
Length in
Cuble yards
Price per yard
Number
Average Cost
Number of Inlets
Pipe. Cement, etc.
Sub-Drain
Engineering
Inspection
Average Cost
Tolift Cost
Assessment
Cost to City
Boston and Malne R. R. Southern Dlv. Storm Drain
Gilman Square
West of Central Street
Sand and Clay
8.0
Crete Pipe 51" Seginent Block Plpo
2163.3
-
-
Crest Hill Road Sewer
Shore Drive
Near Ten Hills Road
City-Day Labor and Property Owner
Gravelly Hard Pau
9.9
8" Akrou Pine
206.0
1 Combi- nation
$103,27
14
$0.32
$0.035
$253.16
$253.16
Crest Hill Road Storm Drain
Sbore Drive
Near Ten Hlils Road
City-Day Labor
Gravelly Hard Pan
8" Akron Pipe
198.6
See Sewer
See Sewer
12
0.31
0.035
201.96
$201.90
Edgar Avenue Storm Draiu
N. E. of Meacham Street
Heath Street
Denis J. Crimmings Day Labor
Gravelly Hard Pan
4.5
10" Akron Pipe -
678.0
1.67
0,34
0,014
$1.6
1,134.91
1,134.91
Eudicott Avenue Sewer
Hooker Avenue
198' Northeasteriy
Denls 1. Criminlugs for
Gravelly Hard Fan
7.9
8" Akron Pipe
198.0
9
..
..
6.19
6.19
Endicott Avenue Storm Drain
Hooker Avenue
198' Northeasteriy
Denis I. Crimmings
G.S
S" Akron Pipe
198.0
1.17
0.60
0.081
1.981
392.42
392.42
Gliman Square Storm Draiu
Medford St. Storm Drain ;
Side Line of Gilman Sq.
Denis I. Crimminge Day Labor
Sand
12.0
48" Brick
80.0
80.0
30.92
0,50
$3.05
40.33
3,226,33
3,226.33
Highland Road Storm Drain
Boston and Maine R. R.
Morrison Avenue
Denis I. Crimmings Day Labor
Clay Quicksand
13 32
24" Akron Pipe
144.0
1
118.00 112.30
14.8
1.74
0,84
19.2 ..
2,772.69 02.1
2,772.09 92.19
Hooker Avenue Sewer
125' West of Garrison Av i
120' East of Endicott Av.
Denis 1. Crimmings for
Hard Pan
7.40
8" Akron Pipe
715.9
Cost Paid
by City
Hooker Avenue Storm Drain
125' West of Garrison Av.i
120' East,of Endicott Av.
Denis 1. Crimmings
Hard Pan
6.40
12" Akron Pipe
715.9
See Sewer
See Sewer
0.6G
0.08
1.981
1,419.00
1,419.00
Kensington Avenue Sewer
Mystic Avenue
Middlesex Avenue
Denis 1. Crininings Day Labor
Filling and Peat
11.44
8" Akron Pipe
440.0
302.4
25
3.155
0.60
0.028
0.51
2,964.45
1,600.00
1,364.45
Kensington Avenne Storm Drain
Mystic Avenue
Middlesex Avenue
Filling and Peat
8.44
10" Akron Pipe
440.0
See Sewer
1
3.00
0.37
0.028
0,25
1,470.21
1,470,21
1 Combl- natlon
104.96
16
.
0.31
0.063
262.00
262.00
Melville Road Storm Drain
Shore Drive
Near Ten Hills Road
City-Day Labor
4.3
8" Akron Pipe
221.1
See Sewer
See Sewer
14
0.39
0.050
233.12
233.12
Middlesex Avenue Sewer
Mystic Avenue
700.0' Northerly
Denis 1. Crimmings Day Labor
Filling and Clay
6.8
699.8
113.34
3.30
0.33
0.050
0.15
1,330 3,026.99
3,026.99
Middlesex Avenue Storm Draln
Mystic Avenue
658.0' Northerly
Denis 1. Crimminga Dax Labor
Filling and Clay 5.83
10" Akron Pipe
658.0
See Sewer
See Sewer
2.00
0.44
0.030
0.04
2.680 1,493.21
1,493.21
Mystic Avenue Sewer
Middlesex Avenue
213.0' Southeasterly
Denis i. Crimmings Day Labor
Filling and Clay
9,38
8" Akron Pipe
212.6
137.28
3.30
0,33
0.050
0.15
4,330
921.43
921.43
Mystie Avenue Storm Drain
Middlesex Avenue
213.0' Southeasterly
Denis I. Crimmings Das Labor
Filling snd Clay
8.38
10" Akron Pipe
@12.6
See Sewer
2.00
0.44
0.030
0.0
2.680
668,94
668.94
Mystic Avenue Sewer
Northern Artery
Kensington Avenue
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