USA > Massachusetts > Middlesex County > Somerville > Report of the city of Somerville 1896 > Part 27
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Parallel to the storm drain, pipe sewers, varying in size from twelve inches to eight inches in diameter, are laid to provide for the ordinary house sewage of the Tannery Brook District, which discharge into the Metropolitan sewer through Cambridge.
Lateral sewers have also been constructed in all the inter- secting streets where the trunk line passes, thus giving complete drainage to a section heretofore unable to be sewered.
The contract for the construction of the storm water channel and trunk sewers was awarded the A. W. Bryne Construction Company at the following prices :-
Excavation (including drain and pipe sewers) $1.50 per lin. ft. Laying 6 in., 8 in., 10 in., 12 in. pipe sewer .50
Laying underdrain
.15
American cement concrete
4.50
" cu. yd. 66 66
Portland cement concrete Brick masonry .
6.00 .
11.00 .
Rubble stone masonry ·
66 Portland cement lining .
· 4.50 .50
sq.
.
524
ANNUAL REPORTS.
Work was commenced the first of July, 1896, and continued to completion in December.
The total cost of constructing three thousand one hundred and forty-four feet of the storm water conduit, with overflow connections (land damage excepted), was $31,942.76 and in con- junction with the storm drain three thousand nine hundred and seventy-six and four-tenths feet of trunk sewers were constructed at a cost of $4,706.70.
The accompanying cuts show some details of constructior and views on the line of work during construction.
TYPICAL CROSS SECTIONS STORM DRAIN AND SEWERS.
BETWEEN ELMWOOD STREET AND CARR'S FACTORY.
1 5-0
OVERFLOW CHAMBER
PLAN.
SECTIONAL
#24'X"0" STORM DRAIN.
IN SEVEN PINES AVENUE
DETAIL OF OVERFLOW Connection for Trawved Melier Jewer from Morrison Brady
city of Somerville.
PLAN AND JECTIONS SHOWING TANNERY BROOK VALLEY Storm Drain and Sewers Dec. 311896.
Ernest W.Bailey. City Engineer.
TRANSVERSE SECTION.
- -----***
3-6' SEWER
OVERFLOW CHAMBER.
4-414-0 frankBaum
HOLLAND
LOCATION
PLAN .
VAY ST.
GORMAN ST.
ST.
ST.
SCALE OF LOCATION PLAN.
LEXINGTON AND ARLINGTON BRANCH OF THE BOSTON AND LOWELL RAL HOLD
DAVIS
HIGHLAND AYE. So.
----
DoPER
IL ELN ST.
ELMWOOD
D
E
finir Brick Hetles Sinch [ Beast
LONGITUDINAL
SECTION.
3-8" CIRCULAR.
OLD SEWER, DAVIS SQ.
Concrer
I NHOLMVOR
CLARENDON AVE.
THORNDIKE
SINCH UNDERDMANN
CAMERON AVE
Carr's Factory.
CONNECTION AT DAY ST.
OLD SEWER, DAVIS SO. 3''CIACULAR.
TANNERY BROOK .- Outler of Storm Drain into Open Channel, Clarendon Avenue. Concrete over Arches and Waterproof Covering.
Geo. H. Walker & Co., Boston.
TANNERY BROOK - Curves between Clarendon Avenue and Newbury St., on Private Land.
Geo. H. Walker & Co., Boston.
TANNERY BROOK .- Curve on Storm Drain and 12 inch Sewer between Yorklowen and New bury Streets.
I Beams and Rough Concrete before Plastering
TANNERY BROOK. - Between Carrs Factory and Cameron Avenue, on Prival Land
Geo. H. Walker & Co., Boston.
E
TANNERY BROOK .- Between Elmwood St. and Cameron Ave. on Private Land.
Geo. H. Walker & Co., Boston.
COMPETITION
TOWEST
URE AD CARPETS CREDIT
FURNITURE CO.
TANNERY BROOK .- Excaraling Machine al upper end of work, Davis Square.
Geo. H. Walker & Co., Boston.
INSIDE VIEW COMPLETED STORM DRAIN AT CAMERON AVE. SIZE, 7 x 4.
Geo. H. Walker & Co., Boston.
INSIDE VIEW COMPLETED STORM DRAIN AT ELMWOOD ST. SIZE, 5 x 4.
525
REPORT OF THE CITY ENGINEER.
METROPOLITAN SEWER CONNECTIONS IN SOMERVILLE.
The whole sewerage system of Somerville is emptying into the Metropolitan, or State sewer, with the exception of a very small area on the easterly slope of Mount Benedict, which has its outlet at North Union Street.
During the past year connections have been made at the junction of Mystic Avenue and Moreland Street, at the junction of Mystic and Winthrop Avenues, at the junction of Waverly and Roland Streets and at the junction of Poplar Street and Somerville Avenue; through these four connections nearly the whole sewage of the city passes and after reaching the Metro- politan sewer is pumped, or raised, at three pumping stations, eventually finding its outlet at the easterly extremity of Deer Island into the Atlantic Ocean.
All of the connections in design and construction are similar, being composed of a "regulator," or shut-off chamber, built of brick, in which the machinery is located and works automatically according to the height of flow in the Metropolitan sewer, and a "sump," or sand and dirt-catching manhole built in connection with the old sewers.
Also a double set of gates is constructed at all tide water overflows to prevent water from the rivers entering the Metro- politan sewer.
As the Metropolitan sewer was not designed to take storm water, whenever a storm occurs a gate in the regulator chamber closes and the sewage, diluted with storm water, is discharged through the old outlets into the rivers.
All work was done by day labor by the sewer department on connections made with the Metropolitan sewer during the past year, except the one connection at Mystic Avenue and More- land Street.
Construction has been necessarily slow and expensive on ac- count of encountering a great amount of ground and tide water, old foundations, water pipes, sewers, street railway tracks, etc.
526
ANNUAL REPORTS.
MYSTIC AVENUE AND MORELAND STREET CONNECTION.
This connection with the Metropolitan sewer is on Mystic Avenue, about four hundred and fifty feet from the Medford- Somerville boundary line; it gives house drainage (surface and roof water being excluded) for an area of about forty-eight acres on the northerly slope of Winter Hill adjacent to the Medford city line, seven acres being within the City of Medford.
Work was done by contract in conjunction with the con- struction of the sewer main leading to this connection; the con- tract having been awarded during the latter part of the year 1895, but not completed until March, 1896.
January 1, 1897, sixty-six hundredths of a mile of sewers, taking the sewage of sixty-five buildings, was discharging through this connection into the Metropolitan sewer.
MYSTIC AVENUE AND WINTHROP AVENUE CONNECTION.
The sewage from the Winter Hill and East Somerville Dis- tricts, comprising an area of about four hundred acres, is dis- charged into the Metropolitan sewer through a connection made at the junction of Mystic Avenue and Winthrop Avenue.
Work was commenced on the construction of this connec- tion April 13, 1896, and completed July 5, 1896, the total cost of the structure amounting to $4,548.50.
To complete this connection an eighteen inch pipe sewer, laid in concrete, was constructed on Mystic Avenue from the "sump manhole" at Winthrop Avenue to the old sewer at Wheat- land Street where brick chambers were built in which were placed tide gates to prevent the Mystic River from flowing back into the Metropolitan sewer.
At Wheatland Street and Chauncey Avenue the old sewers, thirty inch and twelve inch respectively, are connected with this new sewer, which discharges into the Metropolitan through the connection previously described.
527
REPORT OF THE CITY ENGINEER.
January 1, 1897, fourteen and eighty-six hundredths miles of sewers, taking the sewage of two thousand six hundred and forty buildings, were discharging through this connection.
The accompanying cut shows some details of construction and machinery required.
CITY of
Somerville.
PLANS AND
GENERAL
PLAN.
-
-
5M. Overflow Sewer
CONNECTION with. Metropolitan Sewer at junction
MYSTIC AVE, AND WINTHROP AVE. DEC.31,1896.
Ernest W. Bailey.
City Engineer;)
---
SECTIONAL
SUMP
EX CONCRET
/8"SEWER.
MANHOLE
30"SEWER.
13.95
Tide Gate - 4-6"×7-0"
Chambers.
Winthrop Ave. Servers Circular.
verflow Server.
FL.W2.62
102.2
Sump Manhole 6'Circular:
Regulator Chamber. 6-6"× 9-6" -
PiPc
Tank
Aron Pipe Server
Mer Jewer
30" Circular B. - ich Sewer.
Float:
LONGITUDINAL
SECTION.
METROPOLITAN SEWER. 35"X48"
CHAMBERS.
WINTHROP AVE|Tide >>3 Cir. Brick Jewels
Gares.
Regulator
"~Pipe.
30
Picia
chamber.
-----
AVE.
"BO
ewer
ofiton
TIDE
-
--
-
5H.
adidas1
MYSTIC
Showing SECTIONS
overflow ,
ro
Dirch. Mystic River.
GATE
, PLAN.
HELIOTYPE PRINTING CO, BOSTON
13
529
REPORT OF THE CITY ENGINEER.
WAVERLY STREET CONNECTION.
This connection with the Metropolitan sewer is made near the Charlestown line at the junction of Waverly Street and Roland Street (extended) and takes the sewage from the south- easterly section of East Somerville, comprising an area of about seventy-five acres.
A set of tide gates was built in the overflow channel of this connection.
Work was commenced on the construction of this connec- tion July 5, 1896, and completed August 29, 1896, the total cost amounting to $2,411.66.
January 1, 1897, three and seven hundredths miles of sewers, taking the sewage of five hundred and fifty-nine buildings, were discharging through this connection into the Metropolitan sewer.
SOMERVILLE AVENUE CONNECTION.
This connection with the Metropolitan sewer is made at Poplar Street where the "State sewer" crosses Somerville Ave- nue, and takes the sewage of all the remaining sections of the city, not drained by the three connections previously described, excepting an area of about eighty-two acres in North Somer- ville draining into Medford.
Sewage from an area of eleven hundred and sixty-five acres discharges at this point. The tide gates on the overflow for this connection are located in the old sewer where it has its outlet at Bridge Street into the Charles River, Cambridge.
In conjunction with the city's connection there was also constructed at this point a separate connection with the Metro- politan sewer, through which all the drainage from the packing houses passes independently.
This connection is not shut off in times of storm, but always has a free outlet for the drainage from the slaughtering houses.
530
ANNUAL REPORTS.
Work was commenced on these connections September 28, 1896, and completed December 15, 1896, the total cost amounting to $6,451.85.
January 1, 1897, forty-nine and one-half miles of sewers, taking the sewage of seven thousand and one hundred buildings, were discharging into the Metropolitan sewer at this point.
The accompanying cuts show some details of both connec- tions.
POPLAR ST.
2"X33" BRICK JEWER.
=
SOMERVILLE
AVE.
PIPE
SOMERVILLE AVE.JEWER
7'CIRCULAR BRICK -... OVERFLOW TO EAST CAMBRIDGE
¥
¥
--
Jump &
WER
CHAMBER
7779
MOUTH;
TIDE GATES
AA BRICK
HOUSE CONNECTION
.6,5x,2-5
JUMP,
:24"PACKING HOUSE
INECTION
-PACKING HOUSE - Fold-31
CONNECTION
EL ; 15. 1
12
FORTE
TION GATE
CHAMBERS
EL.1047
24" PIPE OVERFLOW
EL.1044
JUMP MANHOLE
4-0 x'9-0"
EL 1028
.102.2
96.
2.4
ARRON
4.9513
CONCRETE
· City of Somerville . PLANS AND SECTIONS CONNECTIONS
showing
with METROPOLITAN JEWER at junction
SOMERVILLEAVE AND POPLAR ST.
Sheet 1? PLANAND SECTION OF Separate Connection
Dec. 31, 1896.
Packing Houses.
Ernest W. Bailey City Engineer.
HELIOTYPE PRINTING 20. BOSTON
OHNE21
24"OVERFLOW. ***
REGULATOR
CHAMBERI
MANHOLE+
METROPOLITAN SEWER 5'9"×6-6"' >>
531
REPORT OF THE CITY ENGINEER.
PACKING HOUSES' DRAINAGE. CONNECTION WITH CITY SEWERS.
The City of Somerville, through its solicitor, different sewer committee and engineers, has, for a number of years past, been attempting to have the enormous quantities of salt and waste water discharging into her sewers by the three packing-house companies, North's, Squire's and the New England Dressed Meat and Wool Corporations, removed, but not until about the middle of the past year was anything definite accomplished.
In September an agreement was signed between the three packing-houses and the city, whereby this great quantity of waste water, together with the most polluted of sewage, in fact, prac- tically everything discharging into Somerville's sewers, with the exception of storm water, from these establishments, should be removed and conducted directly into the Metropolitan sewer by a separate channel and connection, thus relieving our sewers of a large flow, which will increase their capacity just so much in storms, and have forever taken care of the foulest of sewage, the stench from which has caused many complaints in the past to the city, by the discharging of this objectionable matter at low tides in Cambridge.
The City of Somerville assumed the cost of making all neces- sary changes in the drainage systems of these three packing- house companies for conducting away sewage, roof and surface water; on the other hand the packing-house companies assumed the expense of taking care of all salt and waste water.
A sewer has been constructed on the southerly side of Som- erville Avenue, between Poplar Street and a point about one hundred feet easterly from the Fitchburg Railroad crossing, having its outlet at the Metropolitan sewer, through the separate connection before referred to.
This is a pipe sewer, partly of twenty inches and partly of eighteen inches in diameter, with the sides and top encased in concrete to give it additional strength; under the Fitchburg Rail-
532
ANNUAL REPORTS.
road tracks the sewer was laid in a tunnel one hundred and thirty- five feet in length.
This is an independent sewer used for conducting away the sewage from the North and Squire companies' slaughtering es- tablishments.
A similar sewer has been constructed, having its outlet through the separate connection into the Metropolitan, for dis- posing of the sewage from the New England Dressed Meat and Wool Company's buildings.
These two lines of sewers are also used at present for discharging into the Metropolitan sewer all salt and waste water used for manufacturing purposes by the three packing-house companies; agreements having been made between the Metro- politan Sewerage Commissioners and the Companies, whereby this large quantity of water pumped daily from Miller's River may be discharged through the "State" sewer for a number of years, by paying a certain amount per million gallons to the State for its disposal.
The North and Squire companies have had to make many changes in the drainage systems within their premises to accom- plish the result aimed at :- namely, the diverting of everything formerly discharged into the city's sewers to the Metropolitan sewer, through an independent, or separate connection, except- ing storm water.
DRAINAGE OF THE CITY.
While the Tannery Brook Storm Drain constructed the past year will be a great relief to the western section of our over- crowded sewer system in heavy storms, no provision has been made in the way of construction to relieve the easterly portion of the city.
Through Cross, Pearl, Marshall and Medford Streets, on the easterly side of the divide, and Somerville Avenue and Summer Street in the vicinity of Union Square, on the westerly side, the sewers are of insufficient capacity to take care of one-half the
533
REPORT OF THE CITY ENGINEER.
storm water discharged into them, and thus complaints innu- merable are received by the flooding of cellars.
Something in the line of construction of storm relief drains for these two sections should be carried on each year, and the ob- taining of satisfactory outlets on the adjacent rivers should be no further delayed, inasmuch as the points desired for outlets will be more difficult to obtain.
A number of alterations in the sewer mains on Elm, Morri- son and Grove Streets should be made in order to divert the flow, in storms, through pipe lines connecting with the storm drain conduit at Davis Square, and thus relieve the overcharged sewer through Grove Street.
That part of Somerville lying northwest of Curtis Street and between the cities of Cambridge and Medford, is being built upon quite extensively, and will require a system of drainage in the near future.
The outlet for the trunk or main sewer will be the Metropoli- tan sewer running along the easterly bank of Alewife Brook, as the route to the "State" sewer will necessarily be across private lands, between North Street and the Brook, on the line of pro- longation of Raymond Avenue, the riglit of way should be se- cured at once while the land is available.
A large area along the line of location of the Boston and Lowell Railroad, in Somerville, is at present without proper drainage.
A structure designed to take away sewage and storm water combined, through this valley, should be built in the near future, which would eventually give relief to sections of the city's sur- charged sewer system in time of heavy storms by diverting through this proposed conduit, its natural drainage area, part of which is at present flowing in other directions.
HUDSON AND ALBION STREETS, DISPOSAL OF SURFACE WATER.
A section of the city on the northerly side of Highland Avenue, in the vicinity of Hudson and Albion Streets, formerly
534
ANNUAL REPORTS.
known as "Polly Swamp" and extending to the Lexington and Arlington Branch Railroad, has had practically no means of dis- posing of surface water in storms, the sewers in this locality being designed to take house drainage only.
During the past year a drain about nine hundred feet in length has been constructed, extending from the culvert located northwest of Lowell Street, at the Lexington and Arlington Branch Railroad, across private lands, Alpine, Princeton and Al- bion Streets to Hudson Street, this route being practically where the old water course originally ran.
This drain varies in size from about the discharge of a three and one-half circular structure to a fifteen inch pipe and is de- signed to take surface water from an area of about forty acres.
When edgestone is set and gutters paved on the adjacent streets the water can be conducted to catch basins and thence discharged into this drain. The work of construction was done by day labor the total cost amounting to $1,390.86, which in- cluded the cost of connecting five catch basins.
SEWERS CONSTRUCTED IN 1896.
Thirty-five sewers have been constructed during the past year, a length of twenty-two thousand two hundred and thirteen feet, or four and two-tenths miles, at a total cost of forty-seven thousand seven hundred and sixty-four dollars and sixty-eight cents.
Abutters were assessed twenty-one thousand nine hundred and seventy-three dollars and seventy-seven cents, the city as- suming the balance.
The increased length of sewers constructed during 1896 over the year 1895, has been two and eight-tenths miles.
The total length of sewers in the city December 31st, 1896, amounted to sixty-eight and seven-tenths miles.
A tabular statement in this report shows location, items of cost, assessments and cost to the city of all sewers constructed in 1896.
535
REPORT OF THE CITY ENGINEER.
PRIVATE DRAINS.
Permits were granted for laying five hundred and twenty- two private drains, connecting buildings with the public sewers, during the year 1896; these drains have all been examined by an inspector and properly located and recorded for future refer- ence in the engineer's office.
The cost of inspection has been two hundred and ninety- four dollars and ten cents.
CATCH BASINS.
Twenty-five catch basins have been built during the past year, at a cost of one thousand six hundred and eighty-six dol- lars and nineteen cents, making the total number of basins in the city December 31st, 1896, eight hundred and sixty-four.
The cost of changing the grade, re-building, repairing, cleaning, flushing and general maintenance of catch basins for the year 1896, has been two thousand eight hundred and sixty- six dollars and twenty cents.
REPAIRING AND CLEANING SEWERS.
The cost of changing the grade and rebuilding manholes, the repairing, cleaning and general maintenance of sewers dur- ing 1896, has been two thousand and seventy-two dollars and sixty-six cents.
Two sewers have been repaired and partially rebuilt, namely, Oak Street and Evergreen Avenue; these were private sewers, built many years ago.
Oak Street sewer is the shape of an ox bow, having a brick invert and side walls covered with stone slabs; through the side walls in many places gas pipes were found running across the sewer near the flow line, and almost completely blocking the
536
ANNUAL REPORTS.
sewer the gas company was compelled to remove these pipes, and manholes were constructed at intervals to enable the clean- ing of this old sewer when necessary.
The Evergreen Avenue sewer, between Marshall and School Streets, has probably never been cleaned since its con- struction, as there is no way provided for entering the sewer. Holes were dug at intervals of about fifty feet on the line of sewer, the top removed, and the sewer thoroughly cleaned of the deposit.
This sewer was found to be constructed of ledge stone side walls, covered with stone slabs, with apparently nothing but a clay bottom; the side walls were very uneven, stones in many places projecting into the sewer, forming dams; the sewer should be rebuilt in the near future.
EXPENDITURES.
The total cost of work done under sewers construction ac- count the past year amounted to $96,368.45.
The total cost of work done under sewers maintenance ac- count the past year amounted to $8,243.16.
An itemized account of receipts and expenditures in the sewer department will be found in the report of the Committee on Sewers.
TABULAR STATEMENT OF SEWERS BUILT IN 1896.
LOCATION.
ITEMS OF CONSTRUCTION.
COST.
SEWER.
SUB-DHAIN.
PIPE SEWER, COST PEX LINEAL FOOT.
FROM
To
CONTRACTOR
Size in inches.
Length in feet.
Size in inches.
Length in feet.
Average cut.
Cubic yards rock
Inlets.
Manholes.
Chimneys.
Chimneys.
Price per cubic
yard, Rock.
Labor, Earth.
Pipe. including
where laid
Inspection.
Miscellaneous.
lineal foot.
Total Cost.
Assessment.
Cost to City.
Boston avo.
Medfoni line
Broadway
143.2
143.2
liarilpan, elay.
11
1
10.5
18
3
$58.24
G.9
1.10 0.15
0.24
0.04
0.0
$2.49
54,325.10
$2,506.04
$1,729.06
Willow avo.
Broadway
near Fosket st.
1216.2
077.9
Hardpan and rock
11.3
00.3
5.00
0.9
Broadway
Cedar st.
Sontheasterly
John J. Dorey
370.5
Sond
3.9
1
45.70
0.48
0.18
0.00
0.02
0.89
331.30
210.69
190.45
Cameron ave. .
Seven l'ines ave.
Northeasterly
Richard Falvey
8.ª
23.5
11.37
0.53
0.18
0.07
0.02
592.IN
8R2.22
Cedar
Broadway
Dear B. & 1 .. 1. 12.
Christopher Barke
00
412.8
416.8
13.5
1
0.70
0.80
0.05
0.04
0.01
1.55
645.09
570.21
Cottage Cirele
Cottage ave.
Southwesterly
T. C. Connor
00.9
Sand
G.6
2.50
0.14
0.11
0.02
0.25
24.92
24.04
East Albion
Fremont st.
Medford line .
Richard Falvey
175.0
0
174.6
Gravel and rock
8.5
40.8
:01.83
3.20
1.53
0.12
0.01
1.0G
1.00
33.18
111.02
222.80
Basi Albion aud Aah ave.
Kast Alblon st.
Sontliwesterly
John J. Dorey
088.5
150.5
Loom and rock
8.6
47.0
48.20
0.00
0.14
0.22
0.02
2.52
1,271.08
051.32
119.76
*Elmwood
Tannery Brook sewer
Sonllwesterly, northeasterly
11. A. Hunscom & Co. .
031.0
Sand
9.2
0.55
0.19
0.01
0.02
0.93
587.54
1,385.45
Fremont .
Meacham st. .
Malu st.
Holm A. Dorey
060.9
997
8.0
48.167
4.50
0.48
0.14 0.40
0.1 € 0.14
2.39
1,517.32
1,3000.11
478.21
*Glendale
Yorktown st.
near Cameron ave.
Richard Falvey
334.
Sand, clay
5.6
-
1.38
0.53
0.01
0.67
291.54
402.00
·Gorlıam
Howaril st.
Northeasterly
IT. A. Hauscom & Co. .
509.6
4.0
418
Sand, hardpan
7.9
11.48
0.55
0.24
0.0
1.13
017,4G
1,138.48
Hanson avo
Hauson st.
Basterly and northerly
Charles A. Kolley +
10
7.0
31.70
0.40
0.21
0.02
0.01
0.77
189.44
189.33
1.13
Jay
Howard st.
Northeasterly
II. A. Hauscom & Co ..
320.9
221.5
Sand, harlpan
6.9
15
-
38.48
0.55
0.15 0.24
305.46
556.26
·Malvern ave.
Yorktown st.
wear Cameron ave.
Richard Falvey
333.5
Hardpan, clay
15
-
42.48
0.53
3.1x
0.04
0.88
203.20
481.82
Moroland East Alldou
Mystle ave.
East Alblou st.
243.7
243.7
Hardpan, ruck
8.7
30
00.70
10.4
236.5
-
50.70
Kast Alblon st.
Meacham st
11. 1
gcom
Medford line
141.5
141.5
4.2
5.7
H
Metropollian connection
at Myslle ave.
and Moreland a
1,400.10
1.100.10
Moreland
East Alblon at.
Meacham at.
589.
688.7
Sand and rock
10
51.51
Meacham and
Morelund st.
Ash ave. .
Chri
215.
134.7
10.4
51.61
3.00
0.55
0.20
0.21
0.13
0.05
2.41
1,499.6x
062.82
Ash ave,
Meachum st.
Northeasterly
301
321
Saml
8.3
19
-
35.33
0.48
0.29
0.10
0.9
314.13
313.49
0.04
Mystic ave. aml Fremont
Mystic ave.
near East Alblo
Rtchand Falvey
231.8
Clay ning aud ruck
100.6
-
4.00
3.25
0.01
0.19
0.00
2.85
1,480.84
398.34
1,001.50
Mystle ave. And Wheatland 8
Winthrop ave.
Wheatland st.
Manrice Buttimer
18
714.8
Clay and jeat
5.00
1.95
0.12
0.02
2,879.16
199.00
2,380.14
Tide gates.
308.45
398.48
Passageway off Broadway
Broadway
Southwesterly
W. F. Cunningham
221.1
Hardpan and clay
11.9
10
1.60
3.00
0.10
0.04
A 0.09
0.9
213.49
193.85
19.64
Passageway off Walter
Walter st.
Northeasterly
Jolm J. Dorey
148.0
Herchjuin and elay
-
30.02
30.02
Private lands
Sewer in private lands N. hion street, bullt In 1893
l'rinceton
911.
Sand
3.5
Northwesterly : erly Charles A. Mongan
4.9
74
27.33
3.4
12
27.33
3.50
0.95
0.15
0.0
1,193.17
1,193.16
0.01
10
421.0
C
421.5
Clay
8.4
12
-
43.17
0.65
nenr Broadway
477.9
481.0
Sand and clay
8.5
3
3
43.17
3.00
0.00
0.25
0.03
0.05
1,248.97
1,247.02
1.35
12
175.5
Clay and peat
14.8
12
90.3
11.1
12
632
Filling and clay
6.5
1.41
912.30
912.30
North l'acklng & Prov. Co
Poplar
15.5
75.19
2.0
0.95
0.59
0.00
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