USA > Massachusetts > Norfolk County > Weymouth > Town annual report of Weymouth 1903 > Part 14
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Total collections, 1903
$37,418 87
Rebates
1,408 83
Amount checked off by vote of town 616 29
Due
4,500 50
$43,944 49
LABOR AND MATERIAL.
Amount due Jan. 1, 1903
$1,187 46
Cash received
.
$882 59
Rebates
98 24
Checked off by vote of Town
104 63
Due .
102 00
$1,187 46
Total charge for 1903
3,090 46
Cash received
.
$2,100 03
Rebates
.
21 88
Due .
.
968 55
.
.
3,090 46
1
257
SUMMARY.
$1,187 46
Due Jan. 1, 1903
.
.
· 3,090 46
Charges, 1903
$4,277 92
Total collections, 1903
.
.
120 12
Rebates
.
104 63
Checked off by vote of town
.
·
1,070 55
Due
$4,277 92
Board of Water Commissioners of the Town of Weymouth :
GENTLEMEN :- I herewith submit my report of the inspection of the fixtures in town :
Starting, as I did, behind the parties who were numbering the houses, I was able to get street and number of each service, which will be a great help in cases of transfer, and gives them an identity not before had.
I have tried to get everything that should be a revenue to the department, and while I think I got most of it, there is no doubt I did not get it all. I think perhaps that is impossible.
The failure of the department to get all of the revenue in the past cannot be laid to the water takers alone. The department should inspect oftener, but most of it the water takers were to blame for. The reasons given by them would take too much space, if I could remember all of them. I therefore state a few of them in my own way.
Not a few seemed to think that anything to beat the depart- ment out of a dollar for water was all right, if they did not get caught ; others claimed to have paid all bills that were presented to them, and were not to blame if the charges were not right. The rules and regulations say they shall report any changes or additions. Some seemed to think that because they paid one rate on a fixture they had a right to use the water for other purposes than that for which it was charged, which the rules do not allow. Much trouble was had with parties using hose. Some seemed to think that if they only used it once in a while they should not pay for it, and in some cases flatly denied that they had used it at all, when every indication and from information I think this was not true. The rule in regard to the sealing fixture should be en- forced.
Perhaps the rates on horses and cows caused as much trouble
.
$2,982 62 .
258
as anything, and I am sorry to say I am not satisfied in that direction with the result.
There are a great many people who keep one or more horses or cows, who refuse to pay water rates for them. Many reasons are given for this refusal, some claim to have wells or brooks which they use, while not a few claim to use the public fountains. In many cases these wells and brooks are a long distance from the stable, and in some cases pumps, etc., show long disuse. In re- gard to the fountains, some said they drove past them going to and from work, others said their teams were on the road all of the time.
The question seems to be, does the Town pay water rates on drinking fountains as a Humane act? Or do they do so that some people can get clear of paying water rates to this Department?
Also are there not times when it is impossible to use either wells, brooks or fountains, and if this is so, do not these parties use some water taken from the pipes, and if they use any at all should they not pay full rates ?
Having always been in favor of metres this inspection makes me stronger in favor of them. Metres are also the inspectors ; people will keep these fixtures in repair and stop the waste; they will pay for all they use and no more.
I found the fixtures in fairly good condition ; every one was cautioned to keep them tight, and to prevent waste as much as possible. A few were notified to repair at once, which I have no doubt will be done.
The result of the inspection as to revenue and other data is as follows :
Whole number of services visited
2,658 -
Amount charged by readjustment
$981 09
Annual revenne from additional fixtures .
567 00
Amount paid on readjustment account .
788 64
Number of services readjusted 195
Number of houses now in town on streets where
pipe is laid who do not take water . 153
Number where there is no pipe .
77
Cost of inspection, 76 days at $3.50
$266 00
Respectfully submitted,
G. M. PRATT.
SUPERINTENDENT'S REPORT.
To the Board of Water Commissioners :
GENTLEMEN :- I submit my report for the year ending December 31,1903.
POND.
Owing to the attractiveness of the pond and its surroundings, there were many people visiting the pond during the summer months, and a number of small houses have been erected on its shores. Considerable comment has been made as to the liability of the wa- ter being contaminated. These conditions were brought to the notice of the State Board of Health, who made an investigation of the pond and its surroundings. While nothing of an alarming nature was discovered, a regular inspection of the pond should be made, and no precaution neglected which will prevent its pollution, as the value of a pure water supply to a community can hardly be over-estimated. In a following report find the results of the wa- ter analysis made by the State Board of Health.
PUMPING STATION.
Building and grounds in good condition. The Deane Com- pound Duplex Pump was given a general overhauling, most of the work being done by the engineer and his assistant. All the pumps have received careful attention and are in good working order. Many changes and improvements have been made from time to time, which though small in themselves, have collectively added much to the efficiency of the plant, and a substantial increase has been made in the duty of the engines which proves the economical value of these changes. One boiler was reset early in the year. Both boilers are in poor condition. From the report of the boiler inspector, it will be necessary to purchase a new boiler the com- ing year, as he has practically condemned the boiler now in use, by requesting us to reduce the steam pressure. As these boilers have been in use 12 and 18 years respectively, this is not surpris-
260
ing, and a new boiler should be purchased at once so as to be ready for use during the summer season. I would recommend the new boiler be of sufficient horse power to furnish steam for entire plant, using old boiler as an auxiliary, and next year replace this with a new one. We will then have boilers which will be ready for any emergency.
STAND PIPE.
The stand pipe was thoroughly cleaned and the outside was painted, the work being done by the employes of this department. It will be necessary to paint the inside this year.
MAINS.
During the year 3,228 feet of main pipe has been laid. Of this amount, 436 feet of 6 inch was laid on Chard street, connect- ing with dead end on Hillside avenue, thereby eliminating two dead ends and creating a circulation on this line between Broad and Middle streets. Encountered a great deal of ledge on this extension, which added greatly to its cost. Laid 515 feet on Front street from junction of West street south. A 6-inch cast iron main was laid as a fire service for the Stetson Shoe Company. This extension should be continued to Main street, and would result in better service not only for the immediate vicinity, but for Weymouth Landing as well. Bayview street, laid 474 feet of 6 inch, connecting with main on Holbrook road.
There was only one leak in the mains. This was in a 12-inch main opposite No. 95 Union street ; cause, cracked pipe. Also repaired leak for the Bradley Fertilizer Company ; cause, broken hydrant in yard.
From the reports of other departments we have as little trouble in this respect as any that comes to my notice ; which cannot but reflect credit as to the thoroughness with which the work has been performed.
HYDRANTS
Have received the usual attention, cleaned and repaired when necessary. During the cold weather they are regularly inspected, and every precaution taken that they are in good working order in case of fire. One new hydrant has been added on Front street, near factory of the Stetson Shoe Company, and one on Hillside avenue used as a blow-off, which was discontinued when Charles street extension was completed.
261
GATES Have been carefully inspected and are in good working order.
WATER WASTE.
The importance of this subject is not realized by the ordinary water taker. The fallacy that water is as free as the air you breathe has been long since exploded ; it may be in the pond, but it costs something to pump it, and deliver through miles of pipe to your faucet. Water is one of the necessities of life, both animal and vegetable, and its liberal use should be encouraged. In our case there is plenty of water at the source of supply, but there will soon be lack of means of distribution, if excessive waste is not prevented. The first effect of this waste is to tax the carrying capacity of our mains, which results in poor fire pro- tection and insufficient pressure in many houses ; it is also felt in the pumping station, extra machinery required and coal con- sumed to pump water that is wasted, as much or more than is pumped for use. In the city of Atlanta, Ga., by the restriction of the excessive waste, they increased the pressure on their fire hydrants from 20 to 60 pounds per square inch ; no new pumps or source of supply, simply reduction of the waste. The import- ance of keeping plumbing fixtures in repair is not realized by the average water taker, and very few have even an approximate idea of the 'quantities of water which may be wasted through small openings. For this reason the following table gives the number of gallons per 24 hours, under a pressure of 60 pounds per square inch :
1
64 1 : -
230 907 61
る–– 3,649
32
--
1-14,616
3-32,558
The above openings are all smaller than the ordinary house faucets, and it can be readily seen what enormous quantities can be wasted through small openings. From the above table and our meter rates, a leak of 2 of an inch will represent a waste of 465,595 gallons per year, or waste to the value of $142. Each water taker thinks that his leak amounts to nothing, but the above table shows, I hope, its importance in the aggregate to this department. The question of how to stop this waste is answered by installing meters and make the water taker who is wasteful
262
pay for it. The system whereby a family of two have to pay as much as a family of eight is very unfair. You buy your coal, wood, oil and groceries by measure, why not your water? There are several varieties of meters that are accurate to within one per cent., and that is in favor of the consumer. It has been argued that meters would restrict the necessary use of water. When it is to be considered that this department will deliver at any tap in your house at an expense of about one cent per barrel, the water taker can afford to pay for all the water that he uses legitimately. In some instances the water department thinks that the installation and care of meters would cost more than the water wasted. This may be true here. In any event, the prevention of this unnecessary waste is no hardship to any one, and a fair amount of co-operation, resulting in its reduction, will be a benefit to all and the postponing of the time when expensive extension will become necessary.
SERVICE PIPES.
Sixteen leaks have been repaired during the year. Fifty-four new service pipes have been laid and twenty-six old service pipes have been relaid as follows :
46 2-inch lead
1,071.6 feet.
4 1-inch lead
108.5 66
21 ¿- inch galvanized iron
290.5 66
1 1-inch galvanized iron
11.0
66
3 2-inch galvanized iron
47.0 66
4 2-inch lead lined
39.5 66
1 6-inch cast iron .
54.1
1,622.2 feet.
Number feet of service pipe relaid
630.5 1
991.7 feet.
Two thousand seven hundred and forty service pipes have been laid to date; of these there are seven that have not been let on and twenty-one that have been discontinued.
Number of feet of each size laid as follows :-
2401 2-inch diameter
·
55,613.6 feet
258 1-inch diameter
3 14-inch diameter ·
.
.
.
.
.
7,297.3 6,- 83.3
263
24 12-inch diameter
41 2-inch diameter .
·
·
922.5
1 22-inch diameter
.
2 3-inch diameter
.
6 4-inch diameter
136.0
4 6-inch diameter
107.1
Total length of service pipe
. 65,214.9 feet.
Number' miles of service pipe, 12,351.
Seventy-two water takers have been added this year, making total number to date two thousand eight hundred and eighty-seven.
Thirty-one services are shut off temporarily on account of va- cancy, and eleven are shut off for non-payment of rates.
Water is supplied to the following :-
Families
·
. 2,890
Slaughter-houses .
2
Stores
59
Cemeteries
·
·
8
Offices
12 Private stables ·
185
Banks
.
·
5
Livery & express stables
8
Markets .
5
Truck stables
16
Depots
4
Parks
2
Bakeries
2
Lawn hydrants
.
74
Churches
16
Blacksmith shops
·
3
Halls
9
Grove
.
1
Public libraries
2 Paint shop
1
Club rooms
9
Ice-houses
3
Restaurants
5
Electric light station .
1
Laundries
.
10
Coal and wood yard
1
Manufactories
26
Ornamental fountains
2
Barber shops
12
Public drinking fountains 13
Boarding-houses
9
Motors
14
Engine-houses
7 Meters . ·
.
5
Green-houses
7
Hydrants
382
School-houses .
.
20
Number of fixtures :-
Faucets
. 4,131
Water closets
·
· 551
Hand hose
.
. 1,199
Urinals
.
. 35
Bath tubs
.
. 335
.
994.0
17.0
44.1
.
.
.
·
.
.
PIPES LAID AND GATE AND HYDRANTS SET IN 1903.
LENGTH IN FEET LAID. .
GATES SET.
STREETS.
LOCATION.
Cast Iron,
6 in.
2 in.
Galv. Iron,
Galv. Iron,
Galv. Iron,
Lead, 1 in.
Hydrants.
Six inch.
Ft.
Ft.
Ft. 328.5
Ft.
Ft.
Ft.
Michael To McIsaac's house.
Bayview Street
474.0
To Holbrook Road.
Chard Street
496.0
Columbian Road .
101.5
1
1
Greene Street
392.0
140.5
4.3
To Hillside Avenue. To C. H. Brook's house. South of West Street. Between Saunders and Morrell Streets.
Private Way
104.0
Off Wessagusset road.
Seaver Road
145.5
1.5
Off Washington Street.
Seaver Road
379.0
To Matthew Otts' house.
Wessagusset Road
147.0
1485.0
392.0
725.0
101.5
519.5
5.8
1
2
Number feet of pipe laid, 3,228.8.
Number of Hydrants set, 1. Number of Gates set, 2.
264
.
.
.
.
Front Street
515.0
·
Galv. Iron,
1} in.
1} in.
1 in.
Bayview Street
.
1
265
DISTRIBUTION PIPES AND GATES LAID TO DE- CEMBER 31, 1903.
SIZE.
CAST IRON PIPE.
WROUGHT IRON PIPE.
GALV. IRON PIPE.
LEAD PIPE.
GATES.
Feet. 250.0
Feet.
Feet.
Feet.
1
20 in. diameter
18
66
2,092.5
12
14
66
20,679.5
28
12
19,087.8
37
10
66
30,905.2
58
8
66
37,465.2
264
6
66
169,065.2
14
4
66
5,764.8
41
2
66
12,499.7
4,709.0
43
12
3
17
66
1,575.0
5,281.0
526.3
12
1
66
1,069.0
334.0
1
285,310.2
23,059.6
21,478.0
860.3
515
Total number of feet
Total number of miles
7
Gates
Hydrants .
.
382
4-in. blow-offs
10
Valves (12 in.) .
2
2-in. blow-offs
1
Automatic air valves .
6
Check valve (14 in.)
·
1
Three hundred and sixty-one feet of 2-in. galvanized pipe taken out of Front street, and fifteen feet of 6-in. cast-iron pipe and one hydrant taken out of Chard street.
In conclusion, I desire to thank the Water Board for their ad- vice, courtesy and ready co-operation ; also the employes of this department for their zeal and the efficient manner in which they have discharged their duties.
Respectfully submitted,
IVERS M. LOW, Superintendent.
330.708.1
62,634
515
6-in. blow-offs
8,267.5
8,984.9
2,151.5
1
COMMONWEALTH OF MASSACHUSETTS-STATE BOARD OF HEALTH. GREAT POND, WEYMOUTH, WATER ANALYSIS, (PARTS IN 100,000).
DATE OF
APPEARANCE.
ODOR.
Residue on Evaporation.
AMMONIA.
NITROGEN AS
ALBUMINOID.
NUMBER.
Collection.
Examination.
Turbidity.
Sediment.
Color. Brown.
Cold.
Hot.
Loss on Ignition.
Fixed.
Free.
Total.
In Solution.
In Suspension
Chlorine.
Nitrites.
Nitrates.
Oxygen Consumed.
Hardness.
1903
1903
43953 Jan. 26 Jan. 27
Very Slight
Very [Slight
6.3
Faintly Vegetable.
Faintly Vegetable.
3.70 1.65 2.05 .0040 .0160 .0148 .0012 .53 .0050 .0000| 0.73
0.5
Great Pond.
45156 Apr. 28 Apr 30
Very Slight
Very 1.05 Slight
Distinetly Vegetable. Very Faintly Vegetable.
Distinctly Vegetable. Very Faintly Vegetable.
3.75 2.05 1.70 .0022 .0136
.45[.0000 .0000
0.97
0.5
47516 Oet. 5 Oct.
8
Very Slight
Very Slight
.49
Very Faintly Vegetable.
Very Faintly Vegetable.
3.60 1.65 1.95 .0036 .0156 .0140 .0016 .46 .0020 .0000 0.70
0.3 Great Pond.
266
Great Pond.
46176 July 6 July
9
Very Slight
Slight .75
3.85 2.00 1.85 .0020 .0184 .0168 .0016 .40 .0030 .0000
0.95
0.5
TAKEN FROM.
Total.
ENGINEER'S REPORT.
SOUTH WEYMOUTH, Jan. 1, 1904.
To the Board of Water Commissioners and Superintendent of Water Works :-
GENTLEMEN :- I herewith present my report of operations at Pumping Station for year of 1903.
During the past year I have followed up the practice of getting right after repairs as soon as they were found necessary, and using my other spare time in making changes and improvements, which have shown very good results in the efficiency of the station.
The consumption of water during the hot weather, at the time when the whole town was drawing from the stand-pipe, and dur- ing the latter part of May, and first part of June, was more than this station was equal to handle, and this with both pumps in first-class condition. Between the hours of 5.30 p. m. and 8.00 p. m., for two weeks steady, pumping for the whole town, and both pumps running at full capacity, or pumping 147,000 gallons per hour, I found that stand-pipe was losing 3 feet, or 28,200 gallons per hour.
This would make for the two and one-half hours above mention- ed, amount pumped, 367,500 gallons ; amount lost in stand-pipe while pumping, 70,500 gallons ; total consumption for the two and one-half hours, 438,000 gallons.
On a great many other days during the summer, between these hours, the station would barely hold the consumption.
The above figures, I think, will amply show the water takers, the reason why water should be used legitimately and not waste- fully in this town during summer months, and for lawn sprinkling during stated number of hours only.
You will note by inspector's report, that the Hartford Steam Boiler Inspection and Insurance Co., has sent notice that the steam pressure on Number 2 boiler be considerably reduced, and
268
this to be done inside of a year from date of inspector's report, which practically means a new boiler, as this plant cannot stand for any such reduction of pressure carried.
This boiler has been in operation some fifteen years, or there about.
In regard to this matter of a new boiler I would suggest that it is well to bear in mind that the works are growing, and a boiler of capacity for future use be installed.
I would also suggest that when making this change, the condi- tion and years of service of Number 1 boiler be taken into consid- eration, as this boiler shows signs of deterioation, as shell is pit- ting, and some of the rivets gradually wasting away, and I should say in two or three years at the most, this boiler will require a re- duction of steam pressure, as boiler has seen about nineteen years of service, being the first boiler installed in the equipment of the station.
Following is a list of most important repairs made during the past year.
The large Deane pump was thoroughly overhauled by me; all machine work was shipped to Holyoke, and done at Deane Steam Pump Co's. shop, while I was making the repairs on same at sta- tion of parts which I found unnecessary to send away. I found it necessary to reline up this whole machine, as one side had shown signs of considerable settling.
Two high pressure cylinders were rebored ; one new 20 inch low pressure cylinder was put on, taking place of cylinder which was cracked ; piston rods trued up and stuffing-boxes rebushed ; pis- ton rods on water end recovered with brass tubes; plunger rings rebored and new plungers fitted to same; new valve rods made ; new high pressure pistons and rings made ; slide valves and seats refaced, etc., etc.
The steam end of this pump and all connecting pipes were re- covered with asbestos covering after the completion of the work, and the machine started up and has done excellent service ever since.
Under No. 2 boiler I put new fire boxes, and re-bricked over same, and also changed style of setting under this boiler, doing away altogether with second bridge wall, changing combustion chamber and pitching grates, and after making these alterations this boiler showed a considerable gain in efficiency.
269
No. 1 boiler was reset, the brick work being in very poor con- dition.
This setting was put in the same as No. 2 boiler after making the changes, and showed a considerable gain in efficiency.
Repiped water column connections with brass pipe and brass- fittings throughout.
Six new tubes were put in boilers, and those which I took out were in very poor condition.
Blow-off pipe from boilers under floor was renewed.
The hot-well I completely closed in by laying a slate slab in cement, and putting in man-hole cover for access to well for cleaning.
Repiped steam guages in boiler room and took out and replaced such other old pipes as required renewing.
Re-wired telemeter wires inside of building ; made changes of improvement about the grounds outside of station, etc.
I should like to see a few heavier poles set at some places on telemeter line, as some of present poles are in very poor condi- tion and one pole having been broken off during a severe storm, crossing telemeter wires with wires of much higher voltage.
I have seen to it that all employes in any way connected in the operation of this station have received their proper licenses, so as to comply with the State law to that effect.
The value of the repairs and alterations made, and also value of keeping plant in perfect repair (laying aside the necessity of such in summer service) may be clearly shown by reference to the following records of performance of both pumps, showing a very increased etliciency in gallons of water pumped per pound of coal, based on total consumption of coal since I started in to make repairs.
Yours respectfully,
C. B. KLINGEMANN, Engineer.
RECORD OF BLAKE PUMPING ENGINE FOR THE YEAR ENDING DECEMBER 31, 1903
-
-
MONTHS.
Separate Days Pumping.
Number Hours Pumping.
Average Number Hours
Total Number Revolutions
Total Number of Gallons
Average Dynamic Head
Average Temperature of
Wood :
Coal in Pounds.
Rising Steam, Bank-
ing Fires and Heat- ing Building.
Pumping.
Total Coal.
Ashes.
lb. of Coal for Total Coal. No. Gallons Pumped per
lb. of Coal while Pump- No. Gallons Pumped per
Average Duty in Foot
Average Duty in Foot
Pounds per 100 Pounds
of Coal while Pumping.
January.
...
18
64 55
co 66
Rev. 122,306
Gals. 4,280,710
Ft. 155
90°
Lbs. 5,065
Lbs. 12,045
Lbs. 17,110
Lbs. 1,772
Gals. 250
Gals. 355
32,317,753| 45,916,329
February ....
15
60 05
4
0
113,819
3,983,665
154
97°
4,040
10,700
14,740
1,636
270
372
34,707,099
47,801,362
March ..
31
111 20
3 35
200,286
7,010,010
154
100°
8,740
18,550
27,290
3,229
257
378
32,977,140
48,528,233
April
30
104 18
3 28
201,855
7,064,925
152
95º
8,335
18,755
27,090
2,684
261
376
33,034,044
47,727,586
May ...
29
197 10
6 47
397,768
13,921,880
149
96°
7,320
35,180
42,500
3,970
327
396
40,688,096
49,141,023
June ..
16
71 35
4 28
137,266
4,804,310
146
93º
3,780
10,610
14,390
1,348
334
453
40,637,062
55,102,139
July ..
22
74 05
3 22
145,830
5,104,050
150
97º
2,375
12,760
15,135
1,580
337
400
42,151,875 50,000,845
August .. .. .
21
89
55
4
17
150,380
5,263,300
153
94º
2,830
14,220
17,050
1,584
308
370
39,354,313
47,201,922
September ..
21
98 25
4 41
190,610
6,671,350
147
95°
3,550
15,455
19,005
2,248
351
431
43,001,284 52,875,221
October .....
1
6
0
6
0
10,464
366,240
168
112°
1,300
148
281
39,441,231
November ..
30
104 30
3 29
201,109
7,038,815
94°
7,740
17,360
25,100
2,768
280
405
35,740,684 51,666,567
December ...
Totals and averages.
234
982
18
4 23
1,871,693
65,509,255
153
960
53,775
165,635
220,710
22,967
296
358
37,844,482
50,425,335
270
.
H. M.
H. M.
Pumping.
per Month.
Pumped per Montlı.
Against Pump.
Hot-well.
5
Lbs. of Wood.
COAL CONSUMED.
ing.
lbs. per 100 lbs. Coal on
Total Coal.
RECORD OF DEANE PUMPING ENGINE FOR THE YEAR ENDING DECEMBER 31, 1903
Separate Days Pumping.
Number Hours Pumping.
Average Number Hours
Total Number Revolutions
Pumped per Month. Total Number of Gallons
Average Dynamic Head
Against Pump.
Hot-weli.
Wood :
Coal in Pounds.
Rising Steam, Bank-
ing Fires and Heat- ing Building.
Pumping.
Total Coal.
Ashes.
«ib. of Coal for Total Coal. No. Gallons Pumped per
lb. of Coal while Pump- No. Gallons Pumped per
Average Duty in Foot lbs.
per 100 lbs. Coal on Total
Average Duty in Foot lbs.
Pumping.
January .. . . .
13
H. M. 45 15
H. M. 3 28
Rev. 84,509
Gals. 2,957,815 2,979,725
Ft. 156
92°
Lbs. 3,600 3,725
Lbs. 9,400 9,225
Lbs. 13,000 12,950
Lbs. 1,352 1,381
Gals. 227 230
Gals. 314 323
29,725,063
41,698,820
February ...
13
46
55
3 35
85,135
155
101°
March . ...
April .. .
..
May ........
5
32 05
6 25
60,810
2.128,350
151
94°
1,170
5,650
6,820
620
312
376
39,269,410
47,401,305
June ..
25
142 45
5 42
266,720
9,335,200
156
90°
5,600
24,840
30.440
2,884
306
376
39,887,456|
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