Report of the city of Somerville 1905, Part 22

Author: Somerville (Mass.)
Publication date: 1905
Publisher: Somerville, Mass.
Number of Pages: 486


USA > Massachusetts > Middlesex County > Somerville > Report of the city of Somerville 1905 > Part 22


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Lines and grades have been given for the erection of new city buildings, and plans and sketches made for the laying out of the surrounding grounds.


About one hundred and fifteen street lines and grades have been given by the department during the year for builders and private parties applying for established grades and lines in con- nection with the erection of buildings and fences and grading of property.


292


ANNUAL REPORTS.


Accurate plans have been made by the Edison Electric Illuminating Company, of Boston, the New England Telephone and Telegraph Company, West End Street Railway Company, Charlestown Gas and Electric Company, and Cambridge Gas Light Company, and filed in this office, showing the various loca- tions of poles, tracks, and conduits in this city which have been granted by the board of aldermen during the year. A special act of the legislature with reference to the city of Somerville was passed in April, 1905, whereby the city has authority to cause the electric light and telephone companies to place all their overhead wires in conduits underground in certain specified streets, and remove all poles from these streets to the extent of not more than two miles in length for the telephone and telegraph com- pany and for the electric light company, involving an expendi- ture of not more than $20,000 in any one year.


There were laid, previous to 1905, 52,900 linear feet of under- ground conduits by the New England Telephone and Telegraph Company, and during 1905 this company constructed 9,960 linear feet of underground conduits, and the Edison Electric Illumina- ting Company, 3,240 linear feet of conduits extending in Broad- way from the Charlestown line northwesterly.


Lines and grade have been given for laying 4,050 linear feet of new water mains varying in size from six inches to twelve inches in diameter, and 1,624 feet of old pipe were relaid. Two hundred seventy-two house services, twenty-one gates, twenty- three hydrants, and one water post have been located and re- corded, sketches and plans made showing the same, and the large water works map corrected to date.


During the year the department has made plans and estab- lished grades for the acceptance, under the betterment act, of nine new public streets, a total length of 0.92 mile; copies of these plans have been made and filed at the Middlesex Registry, as required by law. Six plans have been made for acceptance of private streets, but not as yet made public.


Eleven streets have been constructed during the year where betterment assessments have been levied.


The total length of public streets in the city amounts to 70.22 miles, and private streets 23.5 miles.


Lines and grades have been given for setting 17,778.6 linear feet (3.37 miles) of new edgestone, and the re-setting of 4,206.8 feet (2.25 miles) of old edgestone and measurements taken for computing assessments.


5,148.7 square yards of new brick sidewalks and 5,226 square yards of granolithic and tar concrete sidewalks have been laid


293


CITY ENGINEER.


(about 1.9 miles in length), and 1,453.8 square yards of old brick sidewalks re-laid.


The average cost for the year of setting edgestone with gravel sidewalk has been eighty-nine cents per linear foot, and laying brick sidewalks, $1.03 per square yard; one sidewalk of granolithic was laid by the city, day labor, at a cost of $1.36 per square yard.


5,994.9 square yards of new paved gutters have been laid, and 350.4 square yards of new vitrified brick and granite cross- ings and driveways constructed; 1,681.2 square yards of old gutters, driveways, and crossings have been re-laid, all requiring lines, grades, and measurements.


(See tables in this report for cost of new work, 1905, and total lengths of sidewalks constructed in the city to date.)


Streets Accepted as Public Highways in 1905 under the Betterment Act.


NAME OF STREET.


WARD.


FROM


To


Width in Feet.


Length in Feet.


Date of Acceptance.


Hamlet st. .


3


Highland ave.


Southerly


30


451


Dec. 30


Hanson st. .


2


Washington st.


Skehan st.


30


469


June 26


Hanson st. .


2


Skehan st.


Vine st.


35


347


June 26


Lexington ave.


6


Willow ave.


Hancock st.


50


624


Sept. 15


Nashua st.


5


Richardson st.


(So. div.)


35


637


July 21


Skehan st.


2


Dane st.


Hanson st.


30


306


Sept. 15


Thorpe pl. .


3


Highland ave.


Southerly .


30


468


Dec. 30


Vernon st. Vernon st.


5


Partridge ave.


Glenwood rd.


30 to 40


190


July 21


Warren st.


1


Medford st. .


Cambridge line .


30 to 40


109


Sept. 15


Wheatland st. .


4


Jaques st.


Mystic ave.


40


828


Nov. 20


Total .


(0.92 miles)


. .


4,863


Length of Public Streets in Each Ward.


Miles.


Ward one


9.182


Ward two


7.828


Ward three


7.260


Ward four


9.109


Ward five


10.265


Ward six


11.504


Ward seven


14.715


Total length of public streets in the city


70.223


5


Lowell st ..


Partridge ave.


30


434


July 21


B. & M. R. R.


294


ANNUAL REPORTS.


Miles of Edgestone, Brick Sidewalk and Gravel Sidewalk, in Each Ward.


Ward one


.


·


16.728


11.785


4.943


Ward two


.


·


12.400


4.249


8.151


Ward four


12.632


8.725


3.907


Ward five


16.748


10.180


6.568


Ward six


19.761


12.058


7.703


Ward seven


17.459


8.558


8.901


Total miles in the city


. 108.512


*67.167


41.345


*Includes 3.97 miles granolithic and tar concrete walk.


Table of Street Construction.


Miles.


*Streets paved with granite blocks .


2.85


Streets paved with asphalt


0.73


Streets paved with vitrified brick (Davis square)


0.16


Streets paved with "bitulithic" .


0.88


** Streets macadamized


65.45


Streets graveled or unimproved


23.65


Total


93.72


*Also 29.6 miles (single track) electric railway, paved with granite, asphalt, "bitulithic." ** Includes 2.84 miles boulevard.


Lines, grades, and measurements have been given and mis- cellaneous work done for paving with "Warren's Bitulithic Pave- ment" a portion of Pearl street, Gilman square, and Medford street, extending from Cross street to the westerly line of School street, a length of 2,845 linear feet, amounting to 7,603.8 square yards. The space occupied by the street railway tracks was not paved with the new pavement, but left with the old granite block pavement. The contract price for laying this new pavement complete, including a five-years' guarantee, was $2.25 per square yard, and the entire cost to the city of the new work was $18,558.54, deducting the amount allowed for old materials re- moved on the line of work as a credit to the account, shows the net cost to the city, $18,298.27.


The vitrified brick pavement has been extended in Davis square, West Somerville, easterly on Highland avenue a length of 100 feet, amounting to 433 yards, at a total cost of $1,261.52 ; the street railway company paving the space occupied by their track location with the same material.


This pavement was laid on a Portland cement concrete base, and the brick joints grouted with Portland cement.


Edge- stone.


Brick Sidewalk.


Gravel Sidewalk.


Ward three


12.784


11.612


1.172


·


.


Table Showing Sidewalks Constructed (not exceeding one-half cost assessed on abutters) and Paved Gutters Laid in Connection Therewith in 1905.


MATERIALS.


PAVED GUTTERS.


STREET.


WARD.


SIDE.


FROM


To


WIDTH OF SIDEWALK IN FEET.


Gravel and Edgestone. Lineal Feet.


Bricks. Sq. Yards.


Sq. Yards.


Cost.


§ Shawmut pl.


6.67


864.5


$754 35


288.2


$550 14


Bartlett


5


Southeasterly


Ames st.


Robinson st.


6.67


128.0


118 23


°Broadway


5


Northerly .


Main st.


Opposite Norwood ave.


1,328.7


. .


1,363 09


442.9


776 89


Chandler


-T


Northwesterly


Estate No. 64


Broadway .


6.67


. ... .


605.0


638 80


.


.


Charnwood road .


6


Both . Both .


Beacon st.


Hanson st.


6.67


882.9


788 97


294.3


. . . 523 72


Elm


6


Southwesterly .


Mossland st.


White st. .


10.5to 10 }


564.4


....


545 86


188.1


367 91


Evergreen avenue


5


Northerly


Thurston st.


Sycamore st.


6.67


308.6 1,184.0


. .


256 57


120.0


189 10


Farragut avenue .


7


Both .


Broadway


Southerly about 600 ft.


6.67


Glenwood road


5


Westerly .


Medford st.


Southerly line No. 56


9.00


§ 6.00 brick {


201.6


243 34


Hanson


2


Both . Both .


Willow ave.


Cutter ave.


5.00


1,599.3


....


1,412 14


533.1


856 35


Holland


7


Where not laid .


:}


Irving st. .


Broadway .


10.00


1,155.5


1,223 65


439.0


736 22


Hudson


5


Northerly .


Lowell st. .


Cedar st.


6.67


964.3


969 92


. .


.


Main


5


Where not laid Easterly


Boston & Albany R. R.


Cambridge line


8.33


22.4


137.9


211 11


.. .


.


Medford


5


Southwesterly


Glenwood rd.


{ Mclaughlin estate


6.67


1,419.6


1,440 04


552.1


878 77


Morrison


7


{ Where not laid . Easterly Both


Pearl st.


Southerly to old stone


8.33 to 6.67


49.7


54.5


88 50


16.6


62 20


Ossipee road


7


South westerly


Mt. Vernon st.


Crescent st.


6.00


333.8


189.5


572 60


111.3


226 05


Pritchard avenue


6


Both .


Lowell st. .


Lawrence st.


5.83


940.6


850 56


313.5


461 73


Spencer avenue


6


Both .


Cedar st.


Hancock st.


6.67


992.8


996 87


234.2


303 60


Warren


2


Both .


Medford st.


Cambridge city line .


5.00 to 6.67


196.3


206 90


. .


* Willow avenue


6


Easterly


Frederick ave.


Broadway .


8.33


5:00 walk


559.4


783 65


Wilton


5


Both .


Lowell st. .


Lawrence st.


5.83


942.7


842 19


314.2


437 43


Wyatt .


2


Westerly


No. 14, 16, 18, 20.


6.67


63.5


57 20


....


....


Total assessment, $10,354.70


Net cost to city, $10,354.71


17,524.4


5,508.8


$22,072 50


5,924.2


$9,570 19


Amount of edgestone and brick sidewalk, including granolithic, in front of private estates Totals. (Gravel sidewalks, 3.036 miles. Brick, granolithic, and tar sidewalks, 3.301 miles.)


264.2


4,866.0


....


70.7


$92 62


.


.


§ Southeasterly


William st.


Hancock st.


6.67


....


804.7


840 76


Durham


2


§ Southerly .


Cross st.


E'ly line B.& M. R. R.sta.lot


Alston


1


Northerly .


Both .


Main st.


College ave.


Willow ave.


6.67


722.2


769 83


.


Mt. Vernon .


1


Packard ave.


Curtis st. .


6.67


1,443.5


1,218 11


481.2


701 30


Pearl


1


Morrison ave.


Frederick ave.


6.67


1,299.2


.


1,141 41


433.1


724 40


Sydney .


4


Northeasterly


Grant st.


Temple st.


6.67


702.7


632 53


241.0


453 30


Medford


1


S Westerly, Ann E.


9.17


85.4


98 72


. ... .


Moreland


5


South westerly


Broadway .


Medford city line .


8.33 to 9.00


705.9


703 42


526.7


764 15


Hawthorne


7


§ Northeasterly


Washington st.


Vine st.


5.00 and 6.00


1,580.1


. .


1,000 21


394.7


556 93


3.00 sod. §


.


Richardson .


5


Both .


"Assessment abated and charged to Highway Maintenance.


*Granolithic.


3.33 sod.


Meacham st.


§ Northeasterly


1,302 97


Willow ave.


10.50


TOTAL COST.


295


CITY ENGINEER.


A small amount of granite block paving was laid in Warren street, 267.5 square yards, and on the southerly side of Somer- ville avenue, near the Cambridge line, 374.5 square yards were laid.


Many of the city's streets are constructed and repaired in a haphazard fashion rather than by adhering to a scientific scheme of laying a suitable permanent pavement of granite blocks, bitu- lithic, vitrified brick or asphalt, adapted to the character of the surroundings and amount of traffic and conditions encountered.


Where double car tracks have been laid in streets, leaving narrow roadways on either side, with flat grades, and streets that are continually torn up and openings made for underground work, it is impossible to maintain their surfaces in a proper con- dition, even at a heavy expense yearly.


On some of the principal streets the edgestones should be completed and gutters paved, so that the street can be properly drained in times of heavy storms.


All new construction work on highways, water works exten- sion, etc., should be done by contract with the lowest bidder, under specifications and plans drawn by the city engineer, and thereby saving a considerable percentage of cost.


A petition is pending before the board of aldermen from the Boston-Lowell Interurban Street Railway for an elevated track location the entire length of Mystic avenue, extending from the Charlestown line to the Medford line, and a section in the north- westerly part of the city crossing over the Powder-house boule- vard and extending into Arlington.


A public hearing has been held on this matter, and if this structure is built it will necessitate the widening and filling to grade of this avenue and macadamizing the roadway.


There are at present laid in Somerville streets twenty-nine and six-tenths miles of electric car track (single track location).


Plans and estimates of cost of constructing bridges and changing grades of Lowell street over the Southern division of the Boston & Maine railroad and Lexington and Arlington branch of this railroad have been made and submitted to 'the county commissioners and railroad commissioners; and after many hearings held before the commissioners on the matter dur- ing the year, and the presentation of much data on the subject, a favorable report has been made for constructing bridges in accordance with the plans presented.


The abolition of steam railroad grade crossings in this city has been a matter of discussion and consideration by various city governments for a number of years past, and while the expense to the city for changing these crossings would be large the amount would be quite small when compared with the total cost and amount of work involved by the railroad companies.


In June of the past year a special commission, consisting of three members, was appointed by the court to consider the mat-


296


ANNUAL REPORTS.


ter of abolition of crossing at grade on the line of the Fitchburg division of the Boston & Maine railroad through the city. Con- siderable work has been accomplished during the latter part of the year in making plans, profiles, and studies as to the most feasible and best design for the city to prepare and present to this commission for their consideration of the changes to be made, and probably in the early part of 1906 a plan will be pre- sented.


Fifteen hundred dollars was appropriated for preparing plans and data on this grade crossing work, and $522.70 has been ex- pended.


Perambulation of City Boundary Lines. In December, 1905, representatives from the city of Somerville and city of Cambridge examined the bounds defining the division line between the two cities ; and also met representatives from the town of Arlington and performed a like duty on the boundary line between Somer- ville and Arlington, reporting in due form to the board of alder- men. These boundary lines are perambulated every five years.


Considerable work has been done by the engineering depart- ment at various times by the collection of data and estimates in reference to the newly-constructed bridge across Mystic river, between Somerville and Wellington, on the line of the Metro- politan parkway, and used at hearings held before the commis- sion for apportionment, and their decision was rendered in Sep- tember, 1905, on the percentage of cost of construction and main- tenance, to be paid as follows :-


Metropolitan Park district


50 19


per cent. 66 66


Medford


Malden


14


66


Somerville


121/2 66


Stoneham


31/2 1


66


Reading


66 66


Total


100 per cent.


297


CITY ENGINEER.


SEWER DEPARTMENT.


Sewers Construction Account.


STATEMENT OF EXPENSES, 1905.


Constructing "separate system" sewers (as-


sessments levied) petitioned for .


$1,798 51


Constructing "separate system" sewers (no assessments)


9,553 58


Constructing "combined system" sewers (as- sessments levied) petitioned for .


1,322 30


Constructing storm drains and overflows


6,630 35


Constructing fifty catch basins, street drainage


2,532 86


Final payments on sewers constructed 1904,


499 34


Work and materials furnished other. depart- ments (unpaid $473.86) .


723 46


Sundry expenses, books and printing


15 75


Materials on hand December 31, 1905


815 03


Total expenditure


$23,891 18


Transferred to Highway Construction,


paving


8,000 00


Transferred to Sidewalks Construction


2,000 00


Transferred to Electrical Department . 700 00


Transferred to Grade Crossings account


1,500 00


Total


CREDIT.


Appropriation


$30,000 00


Balance unexpended December 31, 1904


6,747 08


Assessments levied, sewers constructed 1905,


2,686 94


Amounts received from other departments .


270 37


Reserves on contracts, due 1906


740 30


Materials on hand December 31, 1904


358 01


Total


$40,802 70


Balance unexpended


$4,711 52


The greater part of the new construction work has been done by contract, and the remainder by the city employing day labor, where old structures were to be remodeled or replaced by some difficult construction work.


All materials have been furnished by the city, and the prices paid for drain pipe, cement, etc., for the season have been at an unusually low rate.


A number of sewers have been constructed as petitioned for in different sections of the city, and portions of the cost of con- struction assessed on the abutting estates under orders adopted by the board of aldermen.


Short lines of storm drains and overflows from congested sewers have been constructed during the year in the most needed districts.


$36,091 18


298


ANNUAL REPORTS.


In the North Somerville district, construction on a perma- nent storm drainage system has been commenced (the outlet being through the city of Medford into Mystic river), and nego- tiations are still pending with private land owners for rights of drainage on this line of work for a further improvement of a large area.


The "separate system" sewers (those built for house drainage ·only) have been extended in a number of streets, and this system should be extended yearly until all the flooded districts in the city have two complete systems of drainage, the new sewer to be used for storm and surface water. The city pays the entire cost of these new extensions.


Wherever these new sewers are constructed, the house plumbing should be changed where necessary, and the house ·drains re-connected with both systems as soon as possible.


New sewers and drains were constructed during the year, varying in size from eight-inch pipe to twenty-four-inch pipe, in the following localities :-


"Separate system" sewers in :-


Boston avenue,-Pearson avenue to Prichard avenue. Bromfield road,-Two Penny brook to near Warner street.


Dell street,-(northerly side) Glen street, westerly.


Dickson street,-Broadway, northeasterly.


Fountain avenue,-(both sides) Glen street, westerly.


Franklin street,-(westerly side) Palmer avenue to Oliver street.


Glen street,-(easterly side) Fountain avenue to Dell street.


Harris street,-Beacon street to near the Cambridge line.


Joseph street,-(southerly side) near Adrian street to Lincoln parkway.


Lincoln parkway,-(southerly side) Joseph street, west- erly.


North street,-Powder-house boulevard to Russell road. Oliver street,-(southerly side) Franklin street to west of Glen street.


Palmer avenue,-(southerly side) Franklin street to private lands.


Private lands,-Palmer avenue to Glen street.


Russell road,-North street, easterly and southerly.


Somerville avenue,-No. 46 to near the East. Cambridge line.


Washington street,-(southerly side) Perry street to Beacon street.


299


CITY ENGINEER.


'"Combined system" sewers in :-


City Farm lands,-Berwick street, northwesterly to gar- bage plant.


Highland avenue,-(northerly side) Cedar street to near Lowell street.


Packard avenue,-Teele avenue to near Talbot avenue. Prichard avenue,-Frederick avenue to near Boston avenue.


Skilton avenue,-Pearl street, southerly and westerly. Storm drains in :-


Broadway,-(northerly side) Pearson road to Boston avenue.


Pearson road,-Two Penny brook to Broadway.


Summary of Work. Twenty-four new sewers and drains have been constructed during the year, a total length of 11,511.7 linear feet (2.18 miles) at a cost of $19,608 ; plans have been made showing these sewers in detail and assessments levied on a portion of them, amounting to $2,687. (See tabular statement of sewers and drains for 1905, showing itemized statement of work and cost.)


The total length of the city's drainage system is 92.96 miles, 20.115 miles being on the "separate system," and 5.606 miles of storm drains, and the entire cost of construction has amounted to about $1,163,936, exclusive of the amount paid the state for the construction of the North Metropolitan sewerage system.


Fifty new catch basins have been constructed in the high- ways during the year, at an average cost of $50.66 per basin, making a total of 1,364 catch basins in the city for street drainage purposes.


Metropolitan Sewer Connections. All of the city's ten con- nections with the North Metropolitan sewerage system are in good condition. No new main connections have been required.


A plan and profile has been made showing a proposed sewer for the purpose of drainage from the Hinckley rendering works, located on the marsh lands and connecting with the Metropolitan main on Mystic avenue at Melrose street.


At the Somerville-avenue-Poplar-street connection with the Metropolitan sewer, records compiled from an automatic record- ing clock placed in the "regulator chamber" on the combined system show this outlet to have been cut off as follows :-


Year 1905, completely closed 297 hours, partly closed 548 hours.


In previous years the following :--


Year 1904, completely closed 279 hours, partly closed 922 hours.


66 1903, 66


180


66


66


66 167 66


1902, 66


66


376


66


66


66 377 66


66 1901,


66


386


66


66


225


1900,


353


66


66


114


300


ANNUAL REPORTS.


The city's assessment for the Metropolitan system for the past year was $32,966.96 on construction account and $18,886.84 for maintenance, and the total amount paid the commonwealth of Massachusetts for this state sewer has been $522,489.81 (1894-1905, both years inclusive). The total length of the Met- ropolitan sewerage system mains running through the city amounts to 3.368 miles.


New Work. The construction of the storm drainage system commenced the past year should be continued in the vicinity of North Somerville, where buildings and new streets are being rapidly constructed, with no good and permanent means yet pro- vided for taking care of the storm water.


Storm drainage should be provided on sections of Mystic avenue.


In the vicinity of Lowell and Vernon streets, some arrange- ment should be made with the railroad company, whenever the highway bridge is constructed at Lowell street, for providing an outlet for storm water in this locality through the railroad valley, which would be beneficial to both city and railroad.


A large storm overflow drain has been contemplated for some time at the East Cambridge line, across private lands from Somerville avenue, discharging into the head of Miller's river. In conjunction with this last proposed work, a readjustment of the present legislative act should be made on a more equitable basis, whereby the amount paid by this city to Cambridge for the maintenance of the Somerville-avenue-Bridge-street sewer would be less and in proportion to the use of the same at the present time, the prevailing conditions being far different from what existed some thirty years ago, when the division of the cost was established.


A special act of the legislature in 1903 authorized the cities of Somerville and Cambridge and the towns of Arlington and Belmont to unite in improving the sanitary condition of Alewife brook within the limits of the referred-to cities and towns, and after considerable preliminary work had been done it was deemed advisable to suspend operations, as another act was passed by the legislature in 1904 whereby, in conjunction with the Metro- politan Park Commission, the entire length of Alewife brook, to- gether with upper Mystic river in Medford, might be improved far more extensively than at first proposed by the cities and towns originally interested in the matter. No construction work has been done, and the brook remains in the same unimproved con- dition.


Following tables show itemized cost of sewers constructed in 1905; sewers constructed on the "separate system"; storm


TABULAR STATEMENT OF SEWERS BUILT IN 1905.


LOCATION.


ITEMS OF CONSTRUCTION AND COST.


NAME OF STREET.


FROM


To


CONTRACTOR.


MATERIAL EXCAVATED.


Average Cut.


Size in inches.


Length in feet.


Size in inches.


Length in feet.


Cubic yards Rock


Price per cubic


yard, Rock.


Manholes.


Inlets.


Excavating, Re- filling, and Pipe Laying.


Sub-drain


where laid


Inspection.


Miscellaneous.


Lumber.


lineal foot.


Total cost.


Assessment.


Cost to City.


·Boston ave.


Pearson ave. .


Pritchard ave.


Bartholomew Burke


Hardpan


8.7


8


238.1


G


238.1


1


$34.00


13


$0.47


$0.20


$0.28


$0.04


$1.14


$270.80


$270.85


·Bromfield road


Two Penny brook


Near Warner st.


Daniel A. Dorey


Hardpan


8.0


8


431.6


1


31.00


34


0.40


0.22


0.03


0.72


310.47


305.47


$5.00


City Farm (garbage drainage)


Berwick st.


Westerly to building


Day Labor


Hardpan


6.2


8


357.0


§2


20,00


5


0.40


0.20


0.02


$0.03


0.85


303.26


303.26


·Dickson st.


Broadway


Northerly


Timothy F. Criminings .


Hardpan and rock


8


211.0


21.5


$2.50


32.00


10


0.30


0.18


0.05


0.94


198.05


123.25


74.80


*Franklin st. (west side) and


Palmer ave.


Oliver st.


Daniel A. Dorey


Filling .


7.9


8


241.6


8.0


1.00


38.50


10


0.48 )


0,21


0.05


0.05


$0.01


0.97


950.09


950.09


Oliver st. (south side)


Franklin st.


West of Glen st.


Daniel A. Dorey


Filling


7.9


8


742.2


2


38.50


24


0.48)


*Glen st. (southeast side) and


Fountain ave.


Dell st.


Daniel A. Dorey


Filling .


5.8


8


124.8


1


31.00


5


0.30 )


*Dell st. (northeast side)


Glen st. .


Angle near Tufts st.


Daniel A. Dorey


Filling and hardpan


6.3


8


342.5


1


31.00




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