Report of the city of Somerville 1925, Part 21

Author: Somerville (Mass.)
Publication date: 1925
Publisher:
Number of Pages: 432


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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