USA > Massachusetts > Middlesex County > Somerville > Report of the city of Somerville 1888 > Part 16
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The cost of opening and cleaning this section of the sewer to January 1st, 1889, was $147.43.
285
REPORT OF THE CITY ENGINEER.
The wooden box drain at the outlet of the Wheatland-Street sewer is broken and out of place, and will need extensive repairs in the spring.
WINTHROP AVENUE SEWER.
The Winthrop Avenue sewer now ends at Mystic Avenue. From Mystic Avenue the sewage is continued in an open ditch, across private lands, and about in the direction of the extension of Winthrop Avenue, to Middlesex Avenue. Passing through a culvert under Middlesex Avenue, it is continued in an open ditch to the Mystic River.
The open ditch between Mystic Avenue and Middlesex Avenue is located on private lands over which the City has never acquired a right of way. As this ditch is one of the main out- lets of the sewerage system, it is highly proper that so important an outlet should be on land over which the City has complete control. The location of the open ditch should be abandoned, and the Winthrop Avenue sewer extended to Middlesex Avenue through a proposed extension of Winthrop Avenue. A taking of land could then be made which would be satisfactory to the owners of the property.
The extension of Winthrop Avenue would be a great public improvement, because it would open a shorter route from Somer- ville to Malden via Middlesex Avenue.
An examination has recently been made of the culvert under Middlesex Avenue at the end of the open ditch. The lower end of the culvert was found to have been undermined, and the bot- tom of the culvert forced from its place, to such an extent that at high tide, water is forced through the bottom of the culvert, and the sewers in Winthrop Avenue and Wheatland Street are filled by the tide. The result of this is, that, in time of high tide, the sewers, being filled by tide-water, are overcharged by the addition of rain-water from the streets to such an extent that the contents of the sewers is forced through the house drains into the cellars. The condition of this culvert is such that it seems imperative that it should be rebuilt this season.
The south-westerly or inlet end of this culvert under Middlesex Avenue is seven and one-half inches above the end of the Win- throp Avenue sewer at Mystic Avenue. This difference in eleva-
286
ANNUAL REPORTS.
tion is effective in retaining a certain depth of slack water in the open ditch, and causes an accumulation of deposit in the Win- thorp Avenue sewer, which, at the present time, has accumulated to a depth of fifteen inches. This deposit must necessarily con- tinue to increase from year to year. If this culvert under Mid- dlesex Avenue. were rebuilt at a lower grade, the trouble above referred to would be avoided.
The benefit which would result from an increased scour in the Winthrop Avenue sewer to be obtained by lowering this culvert is a strong argument in favor of rebuilding.
From these facts already mentioned, viz .: That the open ditch is on private land ; that by the proposed extension of Winthrop Avenue, the City would obtain a right of way for the main northerly outlet of the sewerage system, and that by the proposed extension of the Winthrop-Avenue sewer an increased scour, and, consequently, an increased discharge, would be obtained in the sewer ; that the proposed extension of Winthrop Avenue would open a shorter route between Somerville and Malden via Mid- dlesex Avenue; that the culvert under Middlesex Avenue is unsafe; that it should be lowered, as it is seven and one-half inches above the brick sewer in Winthrop Avenue, and causes a deposit to form in the said brick sewer; that the tide flows back through the culvert under Middlesex Avenue into the connecting sewers, and into the house drains in time of heavy rain. From these facts it is evident that the culvert under Middlesex Avenue should be rebuilt, and the Winthrop Avenue sewer extended to Middlesex Avenue.
I would, therefore, recommend that the City proceed to take land for the extension of Winthrop Avenue, and that the Win- throp-Avenue sewer be extended to the northeasterly line of Middlesex Avenue, said sewer to be provided with suitable tide gates.
EAST SOMERVILLE SEWERAGE.
A great deal of complaint has been made by the inhabitants of that part of East Somerville drained by the Cross-Street sewer, between Pearl Street and Broadway, of the continual flooding of cellars in time of heavy rain.
A thorough examination of the Cross-Street sewer should be
287
REPORT OF THE CITY ENGINEER.
made, having special reference to the grade of the present sewer, and also to the amount of deposit which may have accumulated.
The Broadway sewer, from Cross Street to Winthrop Avenue, should be similarly examined, and man-holes built at connections with lateral sewers, and at changes in grade and alignment. By this means the sewer can be examined at any time, obstructions removed, and defects remedied. There are no man-holes on the Broadway sewer between Franklin Street and Winthrop Avenue.
I would recommend that the Committee on Sewers be instructed to examine the sewerage system of East Somerville, and report what defects exist, and what improvements can be made in the present system of sewers. Also that man-holes be built on Cross Street and Broadway at such points as the City Engineer shall deem necessary.
EXAMINATION OF SEWERS.
An examination has been made of sewers that have man-holes built upon them. Deposits were found in the Wheatland-Street sewer and its laterals; the Dane-Street sewer from Somerville Avenue to Washington Street; the Kent-Street sewer; the Washington-Street sewer from the Fitchburg Railroad to Haw- kins Street, and from Franklin to Waverley Street; the Cross- Street sewer from Pearl Street to Broadway; the Winthrop- Avenue sewer; and the Holland-Street sewer from Irving Street to the railroad. In addition to the above, pipe sewers in West Somerville and in the Lowell and Vernon Street district, in Allen, Linden, Merriam, South, Ward, Bedford, Chestnut, Ham- let, Bradley, Central, Mount Pleasant, Lincoln, George, and Vine Streets, need attention, and are flushed during the year as occa- sion requires.
CLEANING SEWERS.
Sewers were cleaned in Bolton and Oak Streets; Washington Street from the Fitchburg Railroad to Somerville Avenue ; Somerville Avenue from Union Square to Poplar Street; and Marshall Street from Pearl Street five hundred and fifty feet northeasterly. The outlets at North Union Street, Winthrop Avenue, Wheatland Street, and Waverley Street were cleaned
288
ANNUAL REPORTS.
several times during the year. In addition, the usual amount of flushing in pipe sewers was done.
The cost of cleaning sewers for the year 1888 was $946.93. The cost of flushing pipe sewers was $370.55.
CATCH BASINS.
Twenty-two catch basins have been built during the year at a cost of $1,809.44, and an average cost of $82.25. One catch basin has been removed and re-located at a cost of $54.84.
The cost of cleaning catch basins was $2,058.13; an increase over the cost of doing the same work in 1888 of thirty-four per cent, due to the large amount of rainfall during the year.
WHEATLAND STREET OUTLET.
The outlet of the Wheatland-Street sewer is through an open ditch from Wheatland Street to Winthrop Avenue. At several places along the west side of the ditch, it has been sheeted with two inch spruce, to prevent the banks from slipping into the ditch. About five hundred and sixteen linear feet of ditch has been sheeted at a cost of $360.16.
WAVERLEY STREET OUTLET.
The wooden outlet which forms the continuation of the Wav- erley-Street sewer has been thoroughly repaired. A larger portion of one side and the top were removed and replaced with new stock. All old surfaces which were exposed by the repairs and all new material were thoroughly coated with coal tar. The cost of the repairs was $108.87.
BRIDGE STREET OUTLET.
The amount and cost of work done at the Bridge Street outlet is as follows : -
Boynton Brothers, dredging, 4,520 cu. yards at $ .60 $2,712 00
Cambridge Water Works (flushing) .
92 80
Teaming
2 50
Labor
327 00
Total
. $3,134 30
Of this amount five-ninths, $1,741.28, was paid by the city of Somerville.
289
REPORT OF THE CITY ENGINEER.
PRIVATE DRAINS.
Four hundred and twenty-four permits have been issued during the past year for laying and repairing private drains. An ac- curate record has been kept of the new locations and the changes in old drains.
INSPECTION OF HOUSE DRAINS.
May 7, 1888, Alfred Pitts was appointed inspector of house drains and of drain layers' work. All drains laid since that date have been inspected and laid under his direction.
PROPOSED SEWER
IN THE LOCATION OF THE BOSTON AND LOWELL RAILROAD.
I would respectfully call the attention of the City Council to the necessity of building a trunk sewer in the location of the Boston and Lowell railroad from Washington Street to some point west of Cedar Street.
A sewer built in the railroad location would provide for the drainage of a certain section of the city which it would not be practical to take into our present trunk sewers. It would relieve the trunk sewer in Elm and Beacon Streets of the drainage from a large area, and would be of great benefit to the sewer in Medford and Pearl Streets by relieving it of the drainage of Winter Hill from Marshall Street north-westerly. The area that could be drained by the proposed sewer is about four hun- dred and fifty acres.
It would also provide means for disposing of surface water on the railroad location, and would be of great service to the road.
I am certain that the railroad company would co-operate with the city in the building of such a sewer.
I would respectfully recommend that the Committee on Sewers be requested to investigate this subject and report to the City Council.
A NEW LOCATION FOR THE TOOL HOUSE.
The sewer department has under its charge about forty-two miles of public sewers. The care and maintenance of these sewers requires the employment of a considerable number of men
290
ANNUAL REPORTS.
and teams. Its yard for the storage of materials and tools is far too small for the needs of the department, and larger quarters should be provided at an early date.
I would respectfully recommend that a yard and buildings be provided and teams be purchased for the sole use of the depart- ment, and the City Engineer be instructed to do all the work needed to be done in connection with the laying of sewers and drains, and building catch basins, and the necessary repairs on the highways in connection with such work as the sewer depart- ment is required to perform. By this means the highway de- partment would be relieved of a considerable amount of work, and the sewer department made directly responsible for the care and maintenance of sewers and house drains, and for what repairs are needed on the highways in connection with the laying and repairing of sewers and drains.
NORTH METROPOLITAN SEWERAGE SYSTEM.
The Massachusetts State Board of Health has submitted to the Legislature of 1889, a report recommending a system of in- tercepting sewers for the Mystic River valley and a portion of the Charles River valley. It is proposed to provide for the cities of Cambridge, Somerville, Malden, Chelsea, Woburn, and East Boston, and the towns of Arlington, Medford, Winchester, Melrose, and Winthrop, by a system of intercepting sewers, but for house drainage only and excluding surface water; the sewage to be conveyed to Deer Island and discharged into the bay, the surface water to be allowed to flow into the streams. That the city of Somerville would receive an immediate benefit commensurate with the expense cannot be ad- mitted. The only apparent benefit to be derived is that there will always be a certain movement in the sewage at all stages of the tide; whereas, now our sewers must act as reservoirs and store the sewage between tides.
It can be said that at some future time when our city is more densely populated, and the pollution of the Mystic River be- comes more apparent, then this question of the disposal of sewage would become a public health measure, and such a system as is recommended would then become a necessity.
291
REPORT OF THE CITY ENGINEER.
The apportionment of the cost of the system does not come within the power of the State Board of Health, and no statement has been made as to what this scheme would cost the City of Som- erville ; but it has been estimated that the cost would be about $500,000. Whether the City of Somerville ought to be obliged to make such an addition to its debt is a question.
A table showing the location, size, cost per foot, assessment, and cost to the City of sewers built in 1888, may be found in Appendix A.
HIGHWAYS.
About ten thousand two hundred and eighty-two linear feet of edgestone and sidewalk have been laid, for which lines and grades have been given. The cost of this work has been estimated, and returns, with the owners' names, have been made to the Board of Aldermen for assessment.
Street lines have been furnished, and grades given for buildings and fences, when called for.
STREETS ACCEPTED.
Two streets have been accepted. Plans showing location and profile have been submitted by the abutters, and have been re- vised and deposited with the City Clerk.
The street lines on these streets have been verified from the plans, and permanent points fixed at deflections in the street lines and at street intersections.
A table, showing location, width, and length of streets accepted in 1888, will be found in Appendix B.
STREETS NUMBERED.
Four streets have been numbered. Surveys have been made, plans prepared, and notices issued to owners of buildings on streets numbered. Many new houses have been located and numbers assigned them.
SIDEWALK IMPROVEMENTS.
In Appendix C. will be found a table, showing sidewalk im- provements completed in 1888.
292
ANNUAL REPORTS.
LOCATION AND LENGTH OF PUBLIC AND PRIVATE STREETS.
A table, showing the location and length of public and private streets, will be found in Appendix C.
SURVEY OF THE CITY.
But little progress has been made on the City Survey, owing to the large amount of routine work required by the Sewer, Highway, and Public Grounds Departments. About fifty acres of the survey of East Somerville has been revised, the measure- ments of fences checked, and new houses located. About twenty- five acres have been surveyed in the Albion Street District.
BRIDGES.
Bridges on the Location of the Boston & Lowell Railroad.
WASHINGTON STREET BRIDGE.
This is a substantial plate girder bridge and crosses over Wash- ington Street. It is in good condition. The highway ap- proaches are practically in the same condition as in January, 1888. The head room remains the same, and the north-west sidewalk has not been graded.
CROSS STREET BRIDGE.
This bridge is in a dangerous condition. The floor timbers are not deep enough to give the floor its necessary stiffness. The temporary wooden blocking under the ends of the floor timbers, put there in 1887, at the time the bridge was raised, was not intended to be permanent, and should be replaced by masonry. The abutments are out of line and unsafe.
WALNUT STREET BRIDGE.
This bridge is in a fair condition. The floor timbers rest on wooden blocking, and should be made safe by substituting ma- sonry for this temporary blocking.
MEDFORD STREET BRIDGE.
This bridge is in good condition.
SCHOOL STREET BRIDGE.
This bridge is in fair condition. The sidewalk on the southerly side of the bridge is in need of repairs.
293
REPORT OF THE CITY ENGINEER.
SYCAMORE STREET BRIDGE.
The floor beams are decayed and should be renewed.
CENTRAL STREET BRIDGE.
The stone arch at this bridge is in fair condition. The repairs made on the sidewalks have put them in good condition.
CEDAR STREET BRIDGE.
The old bridge and abutments have been torn down, and a substantial iron bridge with block stone masonry abutments are now under construction.
BROADWAY BRIDGE.
The floor timbers are not deep enough, and the floor, for this reason, lacks stiffness. This bridge should be rebuilt, if possi- ble, during the next season.
Bridges over the Fitchburg Railroad. PROSPECT STREET BRIDGE.
The old bridge and the southerly abutment have been removed. and a new abutment is now under construction four feet south of the old location. The new bridge will be of the same style as the old one.
The Washington Street and the Beacon Street bridges are in good condition.
Miscellaneous Bridges. BROADWAY BRIDGE OVER ALEWIFE BROOK.
The stone arch is in good condition. The retaining walls need pointing, and the joints need pinning in some places.
BOSTON AVENUE BRIDGE OVER MYSTIC RIVER.
One-half of this bridge is supported by the City of Somerville. The fence rails are decaved, and should be renewed. The bracing under the floor is somewhat decaved, but will not need to be renewed before another year.
MIDDLESEX AVENUE BRIDGE OVER MYSTIC RIVER.
One-half of this bridge is supported by the City of Somerville. The superstructure was rebuilt in 1887, and the bridge is in good condition.
294
ANNUAL REPORTS.
PUBLIC GROUNDS.
CENTRAL HILL PARK IMPROVEMENT.
Work was commenced on the improvement of Central-Hill Park, April 23, 1888. The work done during the past season consists in laying 1,702.68 square yards of coal tar and asphalt concrete walks, with necessary grading and sodding for the borders. About three acres on the top of the hill have been covered with loam, dressed, ploughed, harrowed, and seeded, and are well grown to grass. The following is a statement of the cost of the work done during the year 1888 : -
157.44 cords manure
$440 99
537 cubic yards loam
489 05
10,585 square feet sod
264 62
1,702.68 square yards asphalt walks
1,872 95
9.5 bushels grass seed .
38 00
Labor
1,592 08
Tools
35 11
Repairing tools
14 78
Fencing, lumber, paint stock
27 65
Building steps at Battery, and at Walnut and Med- ford Street entrances
139 20
Total .
$4,914 43
BROADWAY PARK.
Early in the spring of 1888, a careful examination was made of the condition of Broadway Park.
The walks in the vicinity of the pond were found to be at least twelve inches below the curbing around the pond. The. settlement of the walks prevented the surface water from flow- ing into the pond, and the grass has been flooded over large areas. In these low places, the frost has thrown the curbing out of line, and the grass has been winter killed.
Estimates were made of the cost of filling the walks to the grade of the curbing, and sodding where the grass had been destroyed.
Proposals were submitted for furnishing and delivering the gravel for filling the walks. It was, however, decided that the amount appropriated for public grounds should be used for
295
REPORT OF THE CITY ENGINEER.
the improvement of Central-Hill Park, and nothing was done on Broadway Park.
I would recommend that the work on Broadway Park contem- plated in 1888, be commenced as early the coming year as prac- ticable, and that an appropriation be made for that purpose.
CITY HALL AND LIBRARY GROUNDS.
Early in April, the City Hall and Library grounds were top dressed with loam, the bare places seeded, and the entire grounds rolled with a heavy roller. Fences were erected at the front corners of the library building to protect the grass, and a paved gutter was laid on one side of the driveway.
The cost of the work done was as follows : -
Labor, top dressing with loam, seeding, and rolling . Grass seed
$40 01
16 00
Labor, care of lawn for the season
18 38
Paving gutter, 71.1 square yards at $2.60
184 86
Repairing tools
1 23
Labor, top dressing with manure
20 99
Manure .
82 40
Labor and materials, fence at library
23 52
Total
$387.39
HIGH SCHOOL GROUNDS.
The lawn in front and on the north-west side of the High-School building was top dressed with manure at the following cost : - Labor and dressing $54 25
Care of lawn for the season .
20 00
Total cost of care of grounds
$74 25
WATER-WORKS.
Lines and grades for laying water pipes have been given when called for by the Superintendent. All pipes, gates, and hydrants laid during the year have been accurately located and recorded. The plans showing the distribution have been revised and cor- rected to Jan. 1, 1889.
HORACE L. EATON,
City Engineer
296
APPENDIX A.
TABULAR STATEMENT OF SEWERS BUILT IN 1888.
LOCATION.
CONSTRUCTION.
COST.
Name of Street.
From
To
Built by
Materials.
Size in
inches.
| Man-holes.
| Chimneys.
Length
in feet.
Average
Aver. cost
per foot.
Total Cost.
Assess- ment.
Cost to City.
Ames
. Bartlett St. .
Southeasterly ·
Charles Linehan
. Akron pipe
8
1
1
21
447.0
8.6
Bartlett
Vernon St .. .
near Medford St.
Charles Linehan
·
66
8
4
1
34
768.5
9.0
*
Bennett and Court . end of old sewer. near Prospect St.
Charles A. Mongan
Richard Falvey.
66
-
-
9
191.5
Cedar
end of old sewer. Albion St.
Richard Falvey. Dennis O'Connell.
66
66
5 12,10
3
29 3,121.0
15.4
1.86
$5,801.82 $5,721.15
$80.67
and (1)
Cedar St.
. near Central St.
·
Andrew W. Bryne.
~
-
1
8
304.0
6.7
Dana
Pearl St.
Everett Ave.
.
Maurice Buttimer.
10
1
-
14
339.5
4.5
Delaware
Aldrich St.
Easterly
.
·
·
Christopher Burke
12
3
33
475.7
9.1
3.36
1,598.85
768.52
830.33
Elm (2) .
·
Elm St.
Easterly .
.
.
·
Christopher Burke
66
66
10
1
10
187.7
8.6
Grant
.
Sewall St. .
Southwesterly
·
·
Dennis Ryan. ·
.
.
Dennis Ryan.
.
§ 15,12
5
52 1,008.1
10.9
1.83
1,843.28
1,654.26
189.02
Highland Ave. ·
Grove St. .
. near Willow Ave.
Andrew W. Bryne
1& 10
Jay ..
Holland St.
· Southwesterly . .
William A. Muzzey Andrew W. Bryne.
66
10
3
155.1
6.5
Knapp .
School St. .
·
Westerly
.
Dennis Ryan. . .
66
8
1
3
220.0
7.7
Landers
School St.
Westerly .
Dennis Ryan.
66
8
1
3
220.0
7.7
*
Mansfield .
·
end of old sewer. near Sycamore St.
Andrew W. Bryne.
66
8 1
1 24
522.0
10.3
*
Robinson .
Bartlett St.
Southeasterly . .
Charles Linehan
.
Richard Falvey. ·
Thorndike
. Holland St. .
. Southwesterly . .
William A. Muzzey |
66
~
12 & 10 2 - 8 - -
22
504.0
8.7
Rossmore
Somerville Ave. near Wash'gton St.
2
142.0
8.4
*
Carlton.
Somerville Ave. South westerly
Charles A. Mongan
66
15
-
( & 8 00
9 I
169
-
1
4
182.2
8.8
0.91
165.42
122.70
42.72
Cherry .
end of old sewer. Southwesterly .
·
Maurice Buttimer.
.
Charles Linehan
10
1
7
243.8
8.6
1
50.7
8.6
0.81
40.90
40.13
0.77
Franklin .
.
Perkins St.
Southwesterly
.
Maurice Buttimer.
Greenville
Boston St. .
.
near High St. .
.
66
8
-
1
3
160.0
8.0
*
-
-
-
8
-
-
6
189.0
8.6
*
Jenny Lind Ave. Ext. Medford St.
.
Northeasterly
.
·
·
.
66
12 & 10
3
36
722.8
8.5
*
-
12
-
-
3
72.0
7.2
*
Richdale Ave.
·
10 252.3
10.5
1.35
341.63
325.27
16.36
Hersey . .
Berkeley St.
. Northeasterly .
.
.
Veazie St. .
Northeasterly
-
1
18
403.6
3.5
*
-
-
16
318.0
3.5
Bradley
Albion .
·
·
-
-
-
10|
1
-
-
-
-
-
Somerville Ave. near Wash'gton St. Richard Falvey.
ANNUAL REPORTS.
-
·
*
-
-
*
Francesca Ave.
end of old sewer. Kidder Ave. .
Andrew W. Bryne.
66
10
12
8
6.6
*
·
7.7
10
*
8
8
*
.
*
*
cut.
Inlets.
Thurston . Winthrop Ave. · . brick sewer . .
. Blakeley Ave.
Winthrop Ave. . Kensington Avc.
Blakelcy Ave. . Kensington Ave. Wyatt and .
Blakelcy Ave.
. Southwesterly .
Cook St.
North'y & South'ly .
Cook. .
Wyatt St. .
Marion St. . .
Andrew W. Bryne.
12 & 10 3
50
9.3
*
$9,906.10, $8,741.67 $1,161.43
.
(1) 113.3 cubic yards of rock. (2) 345 enbie yards of rock.
* Built by private parties.
Total length of sewers built by city previous to Jan. 1, 1888
213,734.7
" during the year 1888
5,218.0
Total length of public sewers built by city Jan. 1, 1889 218,952.7
10}
8.0 | 0.89 *
114.20)
112.64
1.56
. | Maurice Buttimer. | Akron pipe Robert H.
12
1
-
6
1
1
66
6
10 1 10 -
-
-
12
8.2 7.3 3.4 2.1
* * *
New Street through Tufts Est.
Elin St. .
Total length
sewers built by
near Summer St. . city private parties.
.
*
-
612.5 - 489.0 757.0 128.0 -. -
5,218.0 17.949.0
.
.
APPENDICES TO CITY ENGINEER'S REPORT.
297
.end of old sewer. Incar Broadway.
- 10|-| 15| 1 -
10.2
McDowell. Chas. A. Mongan
298
ANNUAL REPORTS.
APPENDIX B.
STREETS ACCEPTED IN 1888.
NAME OF STREET.
FROM
TO
WIDTH IN FEET.
LENGEH IN FEET.
Boston . .
Washington Street
Walnut Street
40
1,880
Buckingham
Beacon Street
Dimick Street
.
40
290
APPENDIX C.
SIDEWALKS.
STREET.
SIDE.
FROM
TO
MATERIALS.
Approx. length of walk in ft.
COST.
Berkeley
Both .
.
.
.
Northwesterly .
Gravel and Edgestones
.
.
1,381
$828.10
Bow .
.
.
North .
Bow Street Place
·
.
.
Bricks and Edgestones
.
.
167
261.09
Dane .
Northwest
Somerville Avenue
.
Washington Street
Gravel and Edgestones . .
.
1,208
761.29
Dartmouth
.
Southeast .
Broadway
·
.
Evergreen Avenue
Gravel and Edgestones .
.
641
450.08
Dartmouth
.
.
Both . ·
Evergreen Avenue
·
Medford Street
Gravel and Edgestones
1,508
1,019.88
Franklin
Southeast .
Franklin Avenue
·
Northeasterly
Bricks and Edgestones
219
363.29
Glen .
Both . ·
Pearl Street .
.
.
Flint Street .
Bricks .
.
6-42
504.99
Glen
.
.
·
.
.
.
·
.
1,364
931.44
Grove .
Northwest
Highland Avenue
·
.
Bricks and Edgestones
387
502.01
Vinal Avenue .
Northwest
Highland Avenue
Summer Street
Bricks .
1,421
992.02
Wallace
.
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