USA > New Hampshire > Hillsborough County > Milford > Annual reports of the Town officers of Milford, New Hampshire, 1900-1901 > Part 11
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RECOMMENDATIONS.
The writer therefore recommends :
1. The construction of a masonry collecting and storage well 35 feet in internal diameter, 15 feet, more or less, deep, (i. e., extending down to the fine sand), with 12-inch brick walls laid in Portland cement. This would give a storage capacity at 14 feet in depth of water, of 100,000 gallons.
2. That this well be covered with a Portland cement concrete roof to exclude light, and surface water in times of flood.
3. That a "collector" of vitrified, salt glazed, clay pipe be laid with open joints in a trench 14 feet more or less, deep, (i. e., just above the fine sand), from the proposed well easterly toward the highway for a dis- tance of approximately 100 feet. Provision should al- so be made for laying a similar collector in the opposite direction when required. These "collector pipes,"- which could readily be extended later, as desired,- should be laid with open joints and surrounded and covered with screened gravel to a point within a few feet of the surface, and the top of the trench should
131
then be filled with finer material and grassed over, as should be the well itself.
4. The 10-inch suction pipe should be extended from the branch near the coal shed and laid in a trench about 5 feet in depth to the new well,-a distance of about 470 feet. This pipe should be laid on a slightly ascending, but uniform grade to the pumps, so that any air entering the suction pipe would not be entrained therein but would pass along without obstruction to the pump suction air chamber.
ESTIMATE.
The cost of this work is estimated as follows: Excavation, 700 cu. yds. at $1.50, $1,050 00
Brick walls, 64 cu. yds. at 11.00, 704 00
Roof masonry and steel ring, 250 00
10-in. suction main, 500 ft. at $1.20, 600 00
$2,604 00
Engineering and contingencies, 15 per cent. 391 00
$3,005 00
For collecting trench, 100 ft. long,
14 ft. deep, at $2.50 per foot, (complete),
$250 00
The above cost could be somewhat reduced by buil- ding a somewhat smaller well and by omitting the col- lector pipe temporarily, but such reduction is not to be desired. Moreover it would result in a greater ultimate cost if the system should be extended; for the unit prices upon the smaller quantities would necessarily be
132
higher than upon the larger ones, as the drainage of the excavation by pumping during construction will probably be one of the largest items in the cost of con- struction.
USE OF BROOK WATER.
A natural alternative to the use of ground water for the increase in your water supply suggests itself in the use of water from the brook itself. It will suffice here to say that such an alternative has been considered and rejected for the following reasons :
1. The smallness of the dry season flow of the brook.
2. The danger of its pollution.
3. The possibility of trouble from algae and other vegetable or organic growths, unless the water be filter- ed.
4. The cost of construction of adequate filtration works and storage basins, and the cost of their mainten- ance.
5. The possibility of damage suits for diversion of water from the brook.
DEEP WELLS IN ROCK.
The possibility of obtaining sufficient water from deep wells in rock has also been considered. At best the driving of such wells in regions of this character is but a lottery, with heavy odds against success. Some cases of good yields from wells 300 to 600 feet deep in gran- ite regions may be found, but it is believed that yields of less than 50 or 100 gallons per minute are the more common.
Moreover, the quality of water to be obtained from
-
133
them is far from certain, and even if iron or other ob- jectionable salts are not present, it is at least highly probable that the water from them will be harder than that derived from the ground in the manner advised for your system. Moreover, when the relative expense of driving such wells is considered, regardless of the haz- ards involved, it appears at least probable that either the method of supply proposed, or the direct use of the brook water after filtration, would be not only prefera- ble, but more economical than a deep well supply.
WATER HAMMER IN PIPE SYSTEM.
Trouble from water-hammer has been experienced from time to time at the dead end of the 4-inch pipe line on Gilson Hill, which has prevented the operation of the pumps at their normal rate of speed. After in- vestigation, the use of an air chamber upon the end of the pipe line was advised. The air chamber casting and necessary valves have been purchased and will be placed in position at the first opportunity.
It seems probable that this change will make it possi- ble again to operate the pumps at a reasonable rate of speed,-such as 30 revolutions or 90 feet piston speed per minute,-without annoyance to the consumers at the summit af this pipe line.
PUMP DUTY.
At your request, the performance of your pump, as shown by the Pumping Record, was examined, It was found that the pump was developing a duty (as based upon the total number of revolutions of the pump, the head pumped against, and the total pounds of coal used
134
in the previous ten months of the year 1900), of 19,000, 000 foot pounds per 100 pounds of coal without deduc- tion for coal used for banking fires or allowances for ashes,-a satisfactory performance for a pump of its class*
FLUSHING.
The systematic flushing of the pipe system twice a year, as heretofore, is advised, with the flushing of the dead ends in summer, as required. It is also suggested that in flushing the pipes, the hydrants, beginning with those nearer the pumping station and standpipe, should first be blown off, and finally the blow-offs into the brook and river, each successively at full bore, so as to secure a good scouring action in the main. Complaints of muddy water for a few hours twice a year are much to be preferred to the effects of continuous, if slow, de- position of foreign matter and growths in the mains, and the more disagreeable results thereof when stirred up at times of heavy draft for fire purposes
ANALYSIS OF WATER.
It would be desirable to have chemical and, if possi- ble, bacteriological analyses made of the, ground water from test wells No. 11 and 13. Great care should be exercised in taking samples for this purpose. The water from the wells should be pumped for a time and allowed to waste before collecting the sample, in order that the iron well casing itself may not impregnate or affect the water.
*The pumps consist of two 18 in. by 10 1-2-in. by 18-in. single- acting, high pressure, non-condensing Davidson pumps.
·
135
In conclusion, the writer desires to express his thanks to the members of your Board for their unfailing cour- tesy and active i terest in the work, and to your super- intendent and engineer for their kindly support and co- operation.
The writer's acknowledgments are also due to your consulting engineer, Mr. William Wheeler with whom he has conferred very freely from time to time upon the progress and development of the work.
Respectfully submitted,
LEONARD METCALF.
136
APPENDIX A.
Description of samples of material taken from tubu- lar and test wells, driven in the meadow near the pump- ing station at Milford, N. H., November and December, 1900.
LARGE WELLS.
6" Well No. 1. Free and coarse sand and gravel from top to bed rock, except about 3' in depth 20' below the surface, which was somewhat finer ; ledge was
· drilled into 3' from 26 to 29" below the surface ; yielded with Cook well strainer 10 gallons per minute.
6" Well No. 2. 0 to 8', fine sand; 8 to 10.3', coarse sand ; 11' 6" to 13' 10", fine sand; 13' 10" to 14' 4" very fine clayey sand ; 17 to 19', very fine sand ; 19', thin layer of iron oxide; 19', to 21', very fine sand and some clay ; 22' 9", bed rock overlaid by fine sand, no water ; well immediately abandoned. 6" Well No. 3. 0 to 8', free, fine sand ; 8 to 12', same ; 15 to 15.5', mixture of fine and coarse, clean, white sand, no iron ; 18', same; 20 to 21', rather fine yel- low sand ; 22', mixture of coarse and fine yellow sand; 25 to 27', same ; 30', very fine yellow sand and some clay, with no water to bed rock at 31' 8". Casing withdrawn to a point. 20' in depth, the well being filled with coarse gravel up to this point ; then yielded upwards of 50 gallons of water per minute, when drafted up with Edson pump.
137
TEST WELLS.
2 1-2" Test Well No. 1. 8 to 11', fine yellow sand ; 15 to 16', very fine yellow sand; 19 to 21', same ; 24', same ; same to ledge at 25' 10"; yielded liquid mud when pumped from.
2 1-2" Test Well No. 2. 7 to 8', very fine yellow sand ; 11', very fine yellow and clayey sand ; 11' to 14' very fine yellow sand ; 14 to 16', same ; 18', slightly coarser, but very fine ; 21 to 21' 7", coarser sand ; 21' 7", bed rock ; no watt
2 1-2" Test Well No. 3. 3 to 12 , too coarse to collect sample in small pipe; 12', very coarse sand ; 13', very fine yellow sand ; 15' to 16', same ; 18' to 20', same ; 20', bed rock. Yielded 12 gallons per min- ute of liquid mud when pumped from.
2 1-2" Test Well No. 4. 5', fine, clean sand; 7' to 9', white powder ; 10', coarse, clean, water-bearing sand; 13' to 15', fine, clean sand 16' 2", rock, with 2" coarse sand and gravel overlying it; yieleded eight gallons per minute, and after pumping was dis- continued flowed at the rate of nine gallons per hour over the top of the casing, 2' above the sur- face.
2 1-2" Test Well No. 5. 7' 6", very fine, grayish sand ; 10', very fine yellow powder; 12', very fine whitish powder ; 15', coarse sand; 15', rock ; yielded five gallons per minute.
2 1-2" Test Well No. 6. 6', clean, coarse sand and gravel ; 9' very fine clayey sand ; 12', struck boulder; moved casing 18" southwesterly and dodged boulder ; 13' to 21', very fine yellow sand ; 21' to 22', coarse sand and gravel ; 23' 6", ledge ; yielded two gallons per minute.
138
2 1.2" Test Well No. 7. 8' to 11', very fine yellow sand ; 14' to 16', fine yellow sand ; 19' same ; 22', fairly coarse yellow sand ; 25' coarse, yellow sand ; 25' to 27', 7", same ; 27' 7", rock ; yielded 10 to 12 gallons per minute of mud when pipe was drawn up to 18' level.
2 1-2" Test Well No. 8. 4' to 10', very coarse, whitish sand, similar to large well No. 1; 13' to 14', same ; 17', coarse and fine yellow sand ; 18' to 20', very coarse, whitish sand, similar to large well No. 1; yielded four gallons per minute.
2 1-2" Test Well No. 9. 7' to 10', fine yellow sand ; 13' to 15', same; 18' to 19', same; 19' 6", rock; no water.
2 1-2" Test Well No. 10. 8., very fine clayey sand ; 12' to 13', 6", same ; 15',coarse sand, 4" to 6" thick on rock ; 15', bed rock.
2 1-2" Test Well No. 11. 3' to 12', very coarse and clean sand and gravel ; 12' to 14', fairly coarse, clean sand and gravel; 14' to 23' 6", very fine yel- low sand, with but little water; 23' 6" bed rock ; at 13' yielded more than 50 gallons of water per minute.
2 1-2" Test Well No. 12. 5' to 8', coarse sand and gravel; 8' to 10' 4", very fine sand; very little water.
2 1-2" Test Well No. 13. 2 1-2' to 7', very coarse, clean sand and gravel ; 10', coarse, whitish sand ; 14', fine, yellow sand ; stopped the well at this point.
139
Boston, Mass., Feb. 6, 1901.
The Honorable Board of Water Commissioners, Milford, N. H.
Gentlemen :- Since Mr. Metcalf was engaged by you last September to continue the investigations and stud- ies for increasing the water supply of your town, begun by me in August, he has kept me advised of the progress of the work and of its developments, and we have con- ferred thereon from time to time as the work has gone forward. I have also read his report to you dated Feb- ruary 5th, describing the work and submitting his con- clusions and recommendations.
As the result of my own observations made upon the ground last August, supplemented by my study of Mr. Metcalf's work and report, there remains little else for me to say than to express my full concurrence in the conclusions at which he has arrived, and to give my en- tire approval to the methods and plans which he recom- mends for procuring the additional supply of water which the town requires.
I especially commend to your attention Mr. Metcalf's observation upon the doubtful results that would be likely to follow an attempt to obtain a satisfactory sup- ply of water from deep wells in rock, and the inex- pediency of incuring the relatively large expense which would attend experiments in that direction. As a mat_ ter of fact, instances are exceedingly rare in this region in which a sufficient and suitable supply of water has been procured for a community as large as yours
140
from the underlying rock formation ; although attempts, both private and public, to obtain such waters have been sufficiently numerous to indicate that negative results are usually to be expected.
Moreover, the comparatively well assured possibility of obtaining an adequate supply by the methods which Mr. Metcalf recommends and of increasing it from time to time in case of further need thereof, by the future extension of the proposed well or collecting trench sys- tem across and up the valley,-ultimately, even to the vicinity of the dam, a mile above the pumping station, examined by me last August,-seems so clear that the adoption of any scheme which involves such large ele- ments of doubt and expense would in my judgment be inexpedient.
Mr. Metcalf has in his report discussed the various collateral aspects of the matter of an additional water supply so fully,-the materials disclosed by the test wells, the deductions to be made therefrom, the probable cost of the works which he proposes and the results to be expected therefrom,-and has at the same time treated the subject so clearly and concisely that I can only re- new the expression of my entire concurrence therein and bespeak for it your confidence and consideration.
Very respectfully, WILLIAM WHEELER.
141
ACTION OF THE TOWN IN RELATION TO MANAGEMENT OF ITS WATER WORKS.
At the annual meeting of the town held March 14, 1899, the following resolution was adopted :
Resolved, that the vote of the town passed at the an- nual meeting holden on the tenth day of March, 1891, except the last two sections relating to the sinking fund and the issue of bonds, be and the same is hereby re- scinded.
Resolved, that the water works of the town of Mil- ford are hereby placed under the direction and control of a board of six water commissioners, to be appointed by the selectmen of the town for a term of three years each, except that at the first appointment of said board, two members shall be appointed to serve for three years each, two members for two years each, and two members for one year each, and thereafter two members shall be appointed in the month of March in each year, after the annual meeting and before the first day of April, for the full term of three years. Whenever there shall be a va- cancy in said office from any cause, the selectmen shall fill by appointment the unexpired time caused by said vacancy. Any member of said board may be removed for cause by the selectmen of said town upon a hearing. Said board shall be sworn, and shall serve without com- pensation. Said board shall have full custody, control and management of said works, and to that end they are hereby authorized to do all acts and things necessary for
142
the control and management of said works, not incon- sistant with the laws of the state or votes of the town.
Said board shall annually in the month of April, or- ganize by the selection of a chairman, and a clerk who shall keep a record of the doings of the board, which records shall be open to the inspection of citizens of Mil- ford under reasonable restrictions as to time and place. Said board shall hold at least four meetings in each year at stated times, at which meetings citizens of Milford shall have the right to appear for the purpose of trans- acting any business with the board.
The chairman of said board shall annually in the month of April, appoint a committee on finance, consist- ing of two members of the board, which committee shall examine and approve in writing all bills against the water works before they shall be paid by the treasurer, and if said treasurer shall make any disbursement> with- out such written approval, he may be holden personal- ly responsible therefor. In addition to the committee on finance, the chairman shall have power to appoint such other sub-committees as may be desirable for the proper performance of the work of the board.
Said board shall appoint some suitable person, not a member of the board, to act as superintendent, who shall be the executive officer of of the board, removable at their pleasure and responsible to them for his acts. Said board shall also appoint one of their own number or some other suitable person to act as registrar and treasurer, who shall give a bond to the town, satisfac- tory to the selectmen, for the faithful performance of his duties. Said registrar and treasurer shall be respon- sible to the board for his acts, and may be removed at their pleasure. He shall receive all monies due the town for the use of water or other sources connected
143
with said water works, and shall disburse the same in the manner hereinafter provided. The town of Mil ford shall pay to said treasurer semi-annually, such sum of money by way of water rates as was due under the con- tract between the town and the Milford Water Works Company, October 1st, 1890, the time the town pur- chased said works, and such additional sums as the se- lectmen and water commissioners shall from time to time agree upon for additional water used by the town. Said treasurer shall pay over to the town annually the balance in his hands of receipts over and above expen- ditures.
Said board shall make to the town at its annual meet- ing a report which shall contain a statement of the con- dition of the works, and the financial report of said treasurer, duly audited by the town auditors, together with a statement of the bonded water debt and the interest paid on the same; and if such fi- nancial statement shall show a net balance of profit af- ter the payment of all expenses, including the interest on the bonded debt, then that profit shall be applied towards the annual appropriation of $1,200 for the sink- ing fund for the bonds, and the town may raise, the coming year for the sinking fund only, the balance un- paid in this manner.
Said offices of superintendent, registrar and treasurer may be combined if thought desirable by the board, and and the compensation of said superintendent, registrar and treasurer shall be fixed by the water board and the selectmen, sitting as a joint board.
Said board shall not have the power to expend any money or incur any debt in the extension of water mains in any one year in excess of two hundred dollars unless by approval of the board of selectmen.
Vital Statistics.
To the Selectmen :--
In compliance with an act of the legislature, enacted June ses- sion, 1887, requiring "clerks of towns and cities to furnish a tran- script of the births, marriages and deaths to the municipal officers for publication in the annual report," I herewith submit the fol- lowing :---
J. M. LAWS, Town Clerk.
Births Registered in the Town of Milford, for the Year Ending December 31, 1900.
Date of Birth.
Place of Birth.
Name of the Child (if any.)
Male.
Female.
Living or
still-born.
No. of child,
Ist, 2d, etc.
Name of father.
Maiden name of mother.
Residence of parents.
Occupation of father.
Birthplace of father.
Birthplace of mother.
Jan.
6 Milford
Mary Christine. .. Curtis Dean.
M
2
=
10
Gloria Anna ..
...
.. F F F
4
20
"
27}
"
29
:
3I
Feb.
12
12
I3
=
14
19
16
20
=
2
9
9
21
George Andrew .. .
M M
Clesson Mills. .
M
6.
26
66
1
7
٤٠
I2
19
20
23
26
May
5 16
Goldie May ..
4&2
Mary Easton
Clara Dionne
A11 white.
Carpenter. ..
Nashua ..
Halifax, N. S.
Thomas Richard .. Annie.
M
=
2
4
66
8
66
5&7
Eusebe Doncet. Daniel F Holohan ... 3 I William E. Murphy . Gertrude F. Mills .... Arthur A. Field .... Samuel Joyal .. 5 Eleanor Paulin. Mamie E. Mills .. .
. Lena White ..
Nellie H. Dodge.
..
Hoyt ....
..
4
:
. . . F
4
..
3
Annie McLauchlan ..
Milford. White Haven, E. New Galloway,S Manchester. ..
Joseph L. A.
M
..
6
..
..
I
..
I
3&5
.. F
4
. ..
2
..
3
All white.
..
William Mills ..
=
24
66
M
Joseph Napoleon. Lucinda Mary .... Barney ..
M ... M M
'E
I
...
5
Annie Gudofsky .. Grace, C. A
Annie L. Epps ....... Jennie McInnis ...
Mechanic ... Supt. F. F .... Stone cutter .. Quarry man. Machinist .... Laborer. ...
Mont Vernon . .. Reading, Vt .....
Woburn, Mass. Peterboro.
Ancesbury, Mass
66
Laborer. ...
Bank Cashier Milford.
Amherst.
Mechanic ....
Chelmsford, Mas Amherst. Milford .
Brookline.
Russell Bernard ...
M M
...
Angelina
...
Ann Maria Garrity ..
Farmer ..
Farmer . .
W. Somers, N. Y Barre, Vt .. Stark, Vt ..
Teanister ..
Stone cutter St. Francis, P. Q Hosiery hand Lester, C. E. . Grocery store Walpole. .
F. Cambridge.M Worcester, Mass Ely. Canada. St. Julienne, P.Q Bennington.
Clothing deal Baltermautz, Rus Baltermantz Rus St. Albans, Vt. Francestown. Marland, N. S. Hillsborough ... Milford .. Lyndeborough. .
M Mary Elizabeth. .. John Joseph ... Agnes Grace .. . ..
F F
5
Mary A. Calnan . ... Joseph T. O'Brien. ... Ernest F. Hawkins .. Samuel Frazer. . .. Frank Plant .. Cora E. Davis ... Josephine Martin ... Hanaford Thompson Martha A. Dewire. .. Fred A. Holt .. Place Lovea .. . Kit Stimson Charles H. Colby .. . Delema La Fortune. Clara E. Dodge .... Emma Ginchard .... Emma Reta White .. Ella M. B. Dunklee .. Frederick W.Sawyer Bertha M. Wilkins .. Kate E. McGaffey ... John C. Merrill James S. Bradley John1 R. Goss. Thomas H. Cassidy. Isaac L. Wolf. Addie C. French. ... Clara May Longa .... Katherine M. Reilley Minnie Sheeptio. .. Victoria Cota . .
16
Build. inOV .. Stone cutter. Market. man. Laborer .
P'nt DeButte, NB St. Paul, P. Q. Mont Vernon. Stone cutter. Green Isle, Can. Greenville Sackville, N. B .. St. Jesse, P. Q ... Wilton .. . Moore's F'k N. Y Moore's F'k, NY
Mary ..
M
I
F
....
M M
Leroy Irvin ..
Donald Frederick Kathryn
M
F
L
4
...
-
I2
-
Marion Mildred ..
5
2
Vernon Dodge .... Hazel Gertrude .. Kirk Keats ...
Wood-worker Milford ...
Worcester, Mass Boston, Mass.
Coal dealer ..
Wood-worker KilmarnockScot Merrimack.
Mar.
Shoe-maker . Baltermantz, Rus Baltermantz Rus Night-watch. St. Geo. Win.C.E St. Ulric. C. F.
Milford.
23
..
HUHW I
=
April
Sex and Condition.
Color.
Color of parents
Milford
Farmer. . ..... Basket mak.
Mt. Carmelle, PQ|Mt. Carmello, PQ
Napoleon Gagne .. George A. Jennison .. Louis Rozefsky ... Fred J. Hoyt .. Edward S. Heald .... Arthur O'Brien ... Andrew Murphy . .. William H. Wilson. .. David Desjardin .. 2
6€
F F
-
.. June
:
July
18| Milford .. ... ]Helen Virginia. . . . Florence Eveliue. 4 . Frauk ... 6 · . Bertha Adaliue ... 18 .. Kenneth Lloyd .... 17 John James. 23 2 William Henry ... 3 8 18 16 : Florence ... .... M M M
M
....
¥
George H. Duval .....
.6
...
...
€
. .
F
9 3 I 4 3 4 2 3 I
Henry E. Carter. George W. Burton. .. Ruel D. " Manning .... David Ahern ..
Mary McFadden ... Sarah L. Jackson ... Carrie E. Rand. ... Bathsheba Nelson. .. Julia Reil Nellie M. f'errien . Margaret Casey. . .
Kate Dillon ..
Evora F. I. ovejoy ..
=
25
29
Wni. Lawrence .... M
7
:
:
Aug.
..
I4
:
22
23
.€
24
"
26
28
66
2
Freida ...
Henry Ernest.
M
. .
2
2
. .
6
Ernest Henry .. . . ...
5
Joseph Burke.
Jennie Vignault.
66
Iola Sybil.
F F
66
M
....
I
66
:
2I
27 8
66
Oct.
9
IO
13
13
17
Kachel Isabelle .. F
36
3 I Martin R. Wright .... James P. Cassidy .... Fred W. Barues. 6
Margar't F Brahaney Carrie Leavitt ... Katharine T. Ryan .. Isabelle H.Robertson
All white.
(Milford . .. Gran. cutter .. |Skofde, Sweden| Wasa, Finland. . R. R. emp. .. Milford .... Dorchester. ...
Blacksmith . . |St. Albans, Vt. .. St. Semon, P. Q. Wood-finish .. New Boston. .... Mechanic .... Bridgetown, N.S Amherst. Milford.
County Clare, I ..
Athol, Mass. . Wilton
Co. Letrim, Ire. Baltimore, Md. [Manchester. Wilton.
.6
19
22
William Edward .. George Roduey ... Lloyd Delano ..... Veronica Mary. .. Madaleue Cecilia.
Mildred Eloise ... Marie A. A. B. . . .. Esther Lenea . ...
F F F F
5
Daniel O'Connell .... Balfour L. Randall ..
3
F
=
4 Swan Johusou.
Louis Albert LeClaire Rosanna Pinard. Huldah Lund. Bridget A. O'Hara ... Jennie Guy. Jennie E. Melendy. Julia Simas. Patrick F. Sullivan .. Joseph Z. Dube .... Ferdinand Pinette ... Walter Weston
‹‹
Quarry man .. Farmer ...
St. Anne, P. Q. St. Louis, C. E.
House Paint'r Milford, Mass ...
4
..
2
F
I
66
6
:
4
Alphonse Soussis. ... Win. H. W. Hinds ... William Peno.
Mary A. Jacques . ... Josephine Derausier K. Maude Kenney. .. Phebe Fontain .
Leontine Delabarre. Margar'tMPequignot Delia Murphy
66
I
4 2
Julian Tonella . Frederick M. Reilley Henry Lovejoy .. Andrew X. Ward .. John J. Dillon
Isab'laT MacFarlane Mary R. White ..
66
Paving cutter St. Weuceslas, C
Gran. cutter. Teamster .... Mechanic .... Mechanic .... Mechanic ....
Merrimack. ...
Manchester.
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