USA > Massachusetts > Middlesex County > Somerville > Report of the city of Somerville 1925 > Part 21
USA > Massachusetts > Middlesex County > Somerville > Report of the city of Somerville 1925 > Part 21
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Gentlemen,-In accordance with the city ordinances, the following report of the work done and expense incurred for the year ending December 31, 1925, by the Engineering De- partment and appropriations under my charge and supervi- sion, including the accounts of city engineer, sewers construc- tion, sewers maintenance, parks maintenance, playgrounds maintenance, and other public works, is herewith presented :- the 53rd annual report-my thirtieth report as city engineer.
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-he shall be consulted in relation to public improvements of every kind when the ad- vice of a civil engineer would be of service. City Engineer is also Supt. of Sewers and Supt. of Parks and grounds.
Divisions
Appropriations and Transfers
Expenditures
Balances
City Engineer
$13,600 00
$919 26
$14,516 57
$ 2 69
Parks Maintenance ...
15,000 00
373 38
15,303 62
69 75
Playgrounds Maint. ....
7,650 00
*7,649 24
76
Pk. and Playgrd. Imp.
6,294 09
10 00
*5,876 39
427 70
Sewers Maintenance ..
25,000 00
24,982 12
17 88
Sewers Construction
98,446 90
91 17
89,219 59
9,318 48
*$700 00 transferred to Construction New Field House- Somer- erville Field.
*$800 00 transferred to City Engineer Account.
(Expenditures in the various divisions are shown in de- tail in the city auditor's annual report.)
338
ANNUAL REPORTS
CITY ENGINEER DIVISION, CLASSIFICATION OF EXPENDI- TURES, 1925
Sewers and Storm Drains,-comprising surveys, estimates, profiles, lines, grades, titles, plans, assessments, all engineering work relating to same and supervision .... $2,352 70 Highways,-comprising plans, estimates, titles, profiles, lines and grades, inspection of paving and all other engineering work relating to the department 2,277 88
Sidewalks,-comprising profiles, lines, grades, measure- ments, inspection, titles, costs and assessments 199 84
Water Works,-comprising lines, grades, locations of mains, gates, hydrants, services for buildings, and other matters relating to the department 212 51
Parks and Playgrounds,-comprising surveys, plans, esti- mates, profiles, and grades, including laying out of parks, playgrounds, boulevard and supervision 238 78
Public Buildings,-comprising surveys, estimates, lines and grades, and other work relating to construction and laying out of grounds 125 25
Street Numbering,-comprising locations of buildings, plans, assigning street numbers, etc. 480 65
Street Lines and Grades,-comprising establishing of lines, grades, and miscellaneous data given parties for building and grading
178 79
Bridges and Grade Crossings,-comprising surveys, plans, profiles, estimates, lines and grades, etc. 10 00
City Survey,-comprising establishing of street lines, acceptance plans, and miscellaneous survey work for city map, etc. 271 24
'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 conduits Setting Stone Bounds and Brass Rods,-defining street lines and city boundary lines
138 42
Office Work,-comprising record of all locations, indexing, typewriting, bookkeeping, calculations, reports, and general draughting
1,370 04
Miscellaneous Work,-comprising designs, sketches, etc., relating to various schemes for committees
Holidays, Vacations and Sickness 692 82
National Guard Duty 70 00
Engineering,-General Departmental expenses (all divi- sions) comprising city engineer's salary, auto, tele- phone, carfares, and supplies
5,737 73
Total ..
$14,516 57 Value of field instruments, tools and office instruments, $1,500.00.
159 92
. . . . . . . . . . . .
339
CITY ENGINEER
The total cost of maintaining the Engineer's Division since it was established, 1872-1925, both years inclusive, has amounted to $479,061.57.
Five assistants have been employed the greater part of the year, on engineering work.
A number of plans were made during the year for street acceptance and five streets have been accepted as public high- ways under the betterment act.
There are plans for acceptance of ten private streets on file in this office, that for various reasons have not been made public ways.
Middlesex Avenue and a section of Mystic Avenue (be- tween Middlesex Avenue and Austin Street) have been trans- ferred or turned over from State control to the ctiy as pub- lic highways-and the city has widened Middlesex Avenue on the easterly side 20 feet, the total width being 80 feet; Mystic Avenue is 66 feet wide. The paved roadways, when fully completed, will be 60 feet and 52 feet in width.
Surveys, calculations, estimates and plans have been made for taking land, buildings and private property for various purposes in certain sections of the city.
Some of the old main thoroughfares should be renum- bered their entire length, so as to eliminate half numbers and letters now being used, also certain streets, continuing in bor- dering cities where numbers conflict.
Perambulation of the Somerville-Cambridge city bound- ary line. A committee appointed from each city, including the city engineers and street commissioners,-examined the monuments and reference points defining the division line be- tween these two cities. The granite bound No. 7 on Line Street is to be reset.
These boundary lines are perambulated every five years as prescribed by the statutes.
340
STREETS ACCEPTED AS PUBLIC HIGHWAYS IN 1925, UNDER THE BETTERMENT ACT.
Name of Sreet
Ward
From
To
Width in ft. 40-50
Length in ft.
Date of Acceptance
Boston Avenue
.6 Kidder Avenue
.Prichard Avenue
525.45
Dec. 28, 1925
Douglas Avenue
5 Edgar Avenue
Easterly
30
161.32
Dec.
28, 1925
Hardan Road
7 Powder House Blvd.
Southerly
40
183.37
Sept. 30, 1925
Pitman Street
6 Beech Street
Spring Street
30
381.11
Dec. 28, 1925
Smith Avenue
2 Line Street
.Beacon Street
23
213.42
Dec. 28. 1925
Total
(0.277 mile)
1,464.67
..
....
..
STREETS TRANSFERRED FROM STATE CONTROL TO CITY CONTROL
Middlesex Avenue (Middlesex widened 20 feet on easterly side by City, 1925) Mystic Avenue (between Middlesex Avenue and Austin Street)
ANNUAL REPORTS.
341
CITY ENGINEER
LENGTH OF STREETS
*Public ..
87.437
Private
14.470
Total length of streets
101.907
*Includes 1.406 Miles City Boulevard and Park Roadways
2.331 Miles State Boulevard
0.97 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.
LENGTH OF PUBLIC STREETS IN EACH WARD
Miles
Ward one
10.824
Ward two
9.952
Ward three
7.630
Ward four
10.026
Ward five
12,658
Ward six
13.966
Ward sven
22.381
Ttotal length of public street in the city
87.437
Street "Markers"-(Stone Bounds) (Brass rods set in cement sidewalks.)
There are at the present time a total of 662 bounds or brass rods set for defining street lines, and this work should be continued as much as possible each year. These bounds are also of great convenience in establishing permanent "Bench Marks" throughout the city for giving grades.
Previous reports will show location of all street bounds set.
(9) STREETS CONSTRUCTED UNDER BETTERMENT ACT
Type of constructions Granite Edgestone, Concrete Gut- ters and Bituminous Macadam Roadway.
Width of roadway
Length in feet
Cady Avenue
26.7
158.1
Corinthian Road
26.7
560.3
East Albion Street
23.3
284.9
Fairfax Street
26.7
933.0
Fremont Street
26.7
182.8
Lewis Street
26.7
416.0
Sunset Road
26.7
656.2
Watson Street
26.7
236.5
Woods Avenue
26.7
1,148.7
Total
(0.867 Mile)
4,576.5
342
ANNUAL REPORTS
Average cost $11.86 per linear foot.
Assessments have been levied on abutting property own- ers for approximately one-half of the cost of constructing these streets.
STREETS GRANITE PAVED
· New blocks and old blocks (re-cut) have been laid on a concrete base with Portland cement grout in
Square Yards
Length
Middlesex Avenue (west side) (except 24'
width old concrete rodaway)
Middlesex Avenue (east side)
9,657.0
2,306.0
Prospect Street (between R. R. bridge and Webster Avenue
560.0
152.9
Webster Avenue (between Columbia Street and city line) (St. Ry. location )
335.0
610.0
Medford Street (between Broadway and Nor- wood Ave.)
2,857.0
690.0
Somerville Avenue (southwest side) (between Wilson Square and opposite Central St.) Somerville Avenue (northeast side) (between Granite Street and Elm Street)
10,862.1
2,424.1
Mystic Avenue (between Austin Street and Boston line) old blocks and concrete base relaid
3,750.0
1,054.0
Total
(1.35 Miles)
28,021.1
7,237.0
STREETS SURFACED WITH WARRENITE (Warren Bros. Patent)
Laid on top old concrete base.
Square Yards
Length
Broadway (northeast side) (between Magoun
Square and Alfred Street)
1,838.0
758.6
Medford Street (between Norwood Avenue
and including Gilman Square)
12,381.0
3,191.6
Pearl Street (between Gilman Square
and
Cross Street )
9,779.0
2,574.0
Total
(1.23 Miles)
23,998.0
6,524.2
..
The total length of permanent paved streets in the city amounts to 18.768 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 best and most economical pavement for this city.
343
CITY ENGINEER
Grades were given and measurements taken for the re- construction of five streets with a bituminous wearing surface, a length of 4,670 feet.
In constructing the granite pavement, new bituminous streets and granolithic sidewalks, 14, 283.0 feet (2.70 miles), of new edgestone were set.
TABLE OF STREET CONSTRUCTION
Square Yards
*Streets paved with granite blocks
164,917
Miles 7.838
** Streets paved with concrete
11,772
.46
¿Streets paved with asphaltic top
29,666
1.71
Streets paved with vitrified brick
20,958
1.29
Streets paved with "Bi-co-mac"
2,581
0.22
Streets paved with bitulithic (patent)
37,405
2.03
Combination pavement (concrete base with bituminous top)
81,065
5.44
¿Streets macadamized (bituminous binder) ..
47.012
Streets macadamized (water bound)
20.37
Streets graveled or unimproved
15.75
Total
101.91
*Also 31.41 miles (single tract) electric railway paved with gran- ite, asphalt, bitulithic, etc.
** Includes 6,149 sq. yds. concrete roadway Middlesex Avenue. +Includes 0.97 mile of state highway.
#Includes 1.406 miles of city boulevard and park roadways and 2.331 miles of state boulevard (Metropolitan District Com- sission, Park Division.)
There are a number of crossings in this city at inter- secting public 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 thrity-seven new granolithic sidewalks- 4,783 square yards (1.027 miles) and assessments were computed, the abutting property owners paying one-half the cost on twenty-six sidewalks, the remainder the entire cost. City work was done at an average cost of$3.40 per square yard.
In laying out new work, under orders passed for con- struction of sidewalks, etc., occasionally portions of build- ings and fences are found to be encroaching on the sidewalk and on some of the old rangeways these encroachments have existed for many years ; as improvements are made, the full width of sidewalk should be maintained.
344
ANNUAL REPORTS
In sections of the city where brick sidewalks have been laid many years, and must necessarily be relaid on account of deterioration and unevenness,-cement sidewalks should be substituted in place of brick.
MILES OF EDGESTONE, GRANOLITHIC, GRAVEL AND BRICK SIDEWALKS IN EACH WARD
Edgestone
Gravel Sidewalk
Brick Sidewalk
Granolithic Sidewalk
Ward one
20.174
3.441
11.843
5.184
Ward two
17.564
6.034
6.340
4.304
Ward three
14.325
0.906
11.527
1.968
Ward four
16.186
0.993
9.548
4.700
Ward five
22.921
4.270
12.103
6.237
Ward six
25.432
3.579
10.475
11.992
Ward seven
36.655
0.556
8.220
24.64
153.257
19.779
70.056
59.025
(Details, etc., streets and sidewalks in report of Street Commissioner.)
Plans have been made by the various companies 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 conduits, underground, and removing poles from the streets should be extended 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 existing poles should be eliminated, at the present time, being unnecessary.
A special ordinance should be enacted concerning city inspection on all underground work done by private com. panies or corporations and regulation as to method of street openings.
UNDERGROUND CONDUITS
Miles laid in City Streets
Boston Elevated Electric R. R.
4.46
Edison Electric Light Co.
15.42
New England Telephone and Telegraph Co.
19.52
City Fire Alarm Wires (located in ducts
constructed by Corporations)
12.95
Cambrige Gas Co. (pipe line)
65.96
Charlestown Gas Co. (pipe line)
31.15
Total
149.46
345
CITY ENGINEER
All locations for sub-surface construction arc assigned by this department.
Lines and grades have been given for laying new city water mains. New house services, many gates, hydrants, water posts and blow-offs have been located and recorded, sketches and plans made showing the same, and the water works maps corrected to date; also a large number of old water services where new meters were installed, have been located and recorded.
A number of the locations of old hydrants, gates, etc., have been found to be incorrect, a few having been removed entirely; 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 com- missioner.)
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 assessments made out showing the property owners.
A set of block plans should be made covering the en- tire city area, from accurate surveys made during the past thirty-five years, and carefully compared section by section with the deed dimensions and areas recorded in the assessors' department, and in this manner the correct areas of land de- termined.
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. Five of these sectional plans have been partially made. A seperate appropriation should be made for completing these plans.
Total number of plans on file in the office approximate- ly eight thousand, eight hundred and fifty.
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 steam railroad bridge over Washington Street (East Somerville) reconstructed with in- creased head-room for street traffic,-the dangerous railroad grade crossing at Park Street should be abolished, as decreed by the courts a number of years ago.
-
346
ANNUAL REPORTS
I respectfully refer to some of the more important rec- ommendations and suggestions made in reports of the city engineer for a number of years past, which are for the im- provement of conditions in this city.
COMPILED TABLE OF AREAS, USEFUL FOR VARIOUS DEPART- MENTS, SHOWING A SUB-DIVISION OF CITY'S ACREAGE
Land and water, total area city (4.22 square miles)
2700 acres
Water
100
acres
Streets
514
acres
Boulevards-City and State
22.5 acres
Squares
11 acres
Steam railroads, locations
90
acres
Frieght, distribution areas
26
acres
Parks
39 acres
Athletic fields and playgrounds
43 acres
(30) Schoolhouse lots
24.5 acres
(7) Fine station lots
2.5 acres
Miscellaneous city building lots and in- stitutions
28
acres
(42) Church lots
13.5 acres
(30) Large manufacturing and mercan- tile plants
115
acres
Tufts College Land
31
acres
Areas vacant and refilled marsh land ....
125
acres
1185 acres
Approximate dwelling area built upon
1515 acres
Approximate number of dwellings in city, 15170.
Average area to a dwelling about 4350 square feet.
Average persons to an acre (built upon) 65.
(Somerville is the most densely populated suburban city in the U. S.)
347
CITY ENGINEER
SEWER DIVISION
The designing and constructing of sewers, storm drains, catch basins, house drains, etc.,-maintenance of the drain- age system and other items in this division are under the direction, supervision and control of the city engineer.
A large number of sewers were petitioned for and con- structed during the year in newly laid out streets, on account of extensive building operations.
One of the city's principal outlets for storm water (a structure 71/2 feet by 11 feet) had to be re-located and con- structed on the easterly side of Middlesex Avenue and thence discharging into Mystic River, on account of the Ford Motor Company's building construction ; the old wooden box drain, constructed across this property by the B. and M. R. R. Cor- poration in the year 1902, being abandoned.
A number of new sewers and storm drains will have to be constructed and alterations made in the city's drainage system, immediately, on account of the laying out and con- structing of the new state boulevard and traffic road across the easterly end of this city.
CONSTRUCTION ACCOUNT, STATEMENT OF EXPENDITURES, 1925
Labor (city dept.)
$5,051 17
Labor (contract)
68,914 50
Teaming and trucking
1,017 09
Materials and supplies
14,236 83
Total Expenditure
$89,219 59
CLASSIFICATION OF EXPENDITURES
Constructing sewers (separate system) ..
$12,410 23
Constructing sewers (combined system)
...
29 48
Constructing storm drains
71,600 69
Constructing catch basins
4,249 19
Constructing new manholes on old sewers
146 00
Cost of new work
$88,435 59
Materials for other depts .- credits, etc.
91 17
Materials on hand
692 83
Total
$89,219 59
CREDIT
Appropriations
$89,000 00
Balance unexpended, 1924
3,446 90
Service Transfers and Credits
6,091 17
Total
..
$98,538 07
Balance unexpended (over to 1926)
$9,318 48
348
ANNUAL REPORTS
Twenty-eight new sewers and storm drains were con- structed during the year ; a length of 16,220 feet, approximate- ly three miles, part of the work being done by department labor, the remainder by contract.
See tabular statement for 1925, showing itemized account of work.
Total length, city's drainage system 118.646 miles Cost of construction (including catch basins) $1,477,741 00
The 1918 report contains a compiled table of Storm Drains constructed showing length, cost, date of construc- tion, district benefited, etc.
Assessments, Metropolitan sewerage system, 1925 (City's proportional cost) $109,022 32 Total paid Commonwealth of Massachusetts for state sewer (1892-1925, inclusive) $2,025,247 35
Total length Metropolitan sewerage system mains running through this city 3.475 miles 14 connections, in Somerville, with Metropolitan sewerage mains. Locations of city's mains connecting with state sewer in 1912 report, and details of construction in previous reports. New catch basins constructed in city's highways 1925 38
Total catch basins constructed and maintained by sewer division 2,004
Other catch basins-State, R. R. Co., etc. 166
Total catch basins in the city for storm drainage purposes 2,170
The "separate system" sewers should be extended in the older sections of the city each year, as the appropriation will allow, and storm drains completed in certain localities as previously recommended :- especially in the North Somerville District, where the discharge is across the boundary line into City of Medford, "Two Penny Brook" outlet; also a "flood- ing relief" project in Morrison Avenue-Highland Road area and the B. and M. railroad valley; and a storm overflow at the East Cambridge line extending from the Somerville Ave- nue sewer and discharging into Miller's River.
No agreement has been reached concerning a new loca- tion and size of outlet for discharging storm water into Mys- tic River, where the Consolidated Rendering Co. has placed filling material in the natural drainage outlet and along the shore of the river.
Sidewalk sewers in Mossland Street should be construct- ed immediately and sections of the old sewers in Poplar Street and Franklin Avenue reconstructed,-thereby relieving the continuous blocking of house drains in these streets under existing conditions.
TABULAR STATEMENT OF SEWERS AND STORM DRAINS BUILT IN 1925
LOCATION
ITEMS OF CONSTRUCTION AND COST
SEWER
SUB. DRAIN
ROCK EXCAVATION
MANHOLES
COST PER LINEAR FOOT
From
To
Contractor
Material Excavated
Average Cut
Size in inches
Length In
Size in inches
Length In
Cubic yards
Price per yard
Number
Average Cost
Number of Inlets
Sewer
Drain
Sub-Drain
Pipe. Cement, etc
Sub-Drain
Engineering
Inspection
Lumber
Average Cost
Total Cost
Assessment
Cost to City
Balley Road Sewer
Fellsway West
Near Temple Road
Filling
5ª-5ª
853.0
4
235.0
$94.78
38
$0.30
$0.05
$499.28
$499.28
Balley Road Storm Draln
Fellsway West
Near Temple Road
Filling
4'.5"
8
853.0
391.74
391.74
Century Street Sewer
Meacbam Street
Edgar Terrace
Bartholomew Burke for Property Owner
Sand and Ledge
5'-8"
8
371.8
80.0
11
..
..
0.02
Edgar Court Sewer
Century Street
Near Edgar Avenue
Bartholomew Burke for Property Owner
| Hard Pan and Ledge
7'-7"
110.0
20.0
1
..
:
..
0.02
..
13.40
13.40
Edgar Terrace Sewer
Century Street
Near Edgar Avenue
Bartbolomew Burke for Property Owner
Filling
3'-10"
110.0
1
..
6
0.02
..
Edgar Avenue Sewer
Meacbam Street
Near Heatb Street
Denls I. Crlinmings Day Labor
Hard Pan and Ledge
5'-6"*
8
453.0
73.5
Labor
2
67.30
12
4.54
0.28
0.01
5.16
See Meacbam Street
See Meacbam Street
See Mea- cbam St.
Fellsway West Sewer
Mystle Avenue
Puritan Road
City-Day Labor
Filling and Clay
7'.5"
10
734.9
Combi nation
148.00
شرع 3
1.62
0.42
0,06
2:54 1.864.60
932.30
932.30
Fellsway West Storm Draln
Mystle Avenue
PurItan Road
City-Day Labor
Filling and Clay
5'-5"
15
736.9 |
See Sewer
See Sewer
0.68
0.67
0,03
1.54
1,134.5€
1
1,134.56
Gov. Winthrop Road Sewer
Fellsway West
Near Temple Road
City-Day Labor and Property Owner
Filling
5'-3"
715.5
101.66
33
0.30
0.05
451.72
451.72
Oov. Wiutbrop Road Storm Drain
Felleway West
Near Temple Road
City-Day Labor
Filling
4'.3"
715.6
Sewer
See Sewer
30
0.30
0.03
346.44
34€.44
Jaques Street Sewer
Edgar Avenue
Soutbeasterly
Denis 1. Crimmings Day Labor
Gravelly Hard Pan
5'-11"
8
233.5
1
12
4.54
0.28
0.01
5.16
Meacbam Street
See Meacbam Street
See Mea. cbam St.
Meacham Street Sewer
Aab Avenue
Edgar Avenue
Denis 1. Crimmings Day Labor
Hard Pan and Ledge
6'-7"
173
98.4
1 1
7
4.54
0.28
0.01
5.16
4,434.64
2,978.16
1,456.48
Middlesex Avenue and Private Lands. Storm Drain
Mystic River
Tlde Gate Cbamber In Middlesex Avenue
James H. Fannon
Filling and Clay
14'-4"
90×132
4 and 6
2088.8
10
90
S
8
605.0
22
.
0.27
0.05
336.32
336.32
Puritan Road Sewer
Shore Drive
Near Temple Road
Clayey Hard Pan
5'3"
8
716.9
2 Combi- nation See Sewer
See Sewer
30
0.29
0.0
293.00
293.00
Putnam Road Sewer
Fellsway West
Near Temple Road
Clayey Hard Pan
5'-11"
8
455.0
100.48
18
0.29
0.05
302.68
302.68
Putnam Road Storm Draln
Fellsway West
Near Temple Road
City-Day Labor
Clayey Hard Pan
4'-11"
8
455.0
· Sewer
16
0.29
0.01
287.86
237.86
Putnam Road Sewer
Shore Drive
Near Temple Road
Clayey Hard Pan
6'-7ª
8
660.9
3 Combl. nation
83.11
30
0.32
0.04
484.00
To Be
484.00
Putnam Road Storm Drain
Shore Drive
Near Temple Road
Clayey Hard Pan
5'.7"
655.9
28
0.32
0.02
334.00
334.00
Sbore Drive Sewer
Puritan Road
Ten Hills Road
Clay
11'-0"
00
461.8
3 Combl- nation See Sewer
118.26
0.36
0.04
0.13
1,133.00
1,133.00
Shore Drive Storm Draln
Poritan Road
Ten Hills Road
Clay
00 8
Un
Slivey Place Sewer
Craigle Street
Near Lowell Street
Clayey Hard Pan
7'.2"
00
249.8
1 1
..
€
Ten Hills Road Sewer
Fellsway West
Near Temple Road
City-Day Labor and Property Owner
Clayey Hard Pan
6'-6"
00
819.5
93.73
21
0.28
0.04
521.30
521.30
Ten Hilla Road Storm Drain
Fellsway West
Near Temple Road
City-Day Labor
· Clayey Hard Pan
5'-6"
8
819.5
Ten Hills Road Sewer
Shore Drive
Near Temple Road
Clayey Hard Pan
6'.5"
00
604.0
Assessed
Ten Hills Road Storm Draln
Sbore Drive
Near Temple Road
City-Day Labor
Clayey Hard Pan
5'.5ª
8
599.0
Sewer
15
.
0.32
0.02
292.00
292.00
Wasbington Terrace Sewer
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