USA > Massachusetts > Bristol County > Attleboro > Reports of town officers of the town of Attleborough 1894 > Part 12
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This section discharges through Sixth Street into a sewer which crosses the Ten Mile River and the railroad to the corner of Ellis and Manchester Sts. and thence through Manchester St. to the main sewer in South Main Street. From the main sewer in South Main Street it is proposed, at some point near Chester Street, to build a sewer across the field through the valley at that point easterly to join Thacher Brook sewer at the pumping station. There are ap proximately thirty miles of streets for which sewers are planned.
SEWER PIPE.
All of the sewers contemplated in this plan are to be of vitrified pipe in three foot lengths and with so called " deep socket " joints.
MANHOLES.
It is proposed to construct brick manholes with iron frames and covers at every street intersection, also at every change in the line and grade of the sewer, and not to exceed three hundred feet apart. for access to the sewers for inspection and removal of any stoppage and for flushing. These manholes to have steps built in the wall.
DEPTH OF SEWERS.
It is designed in this system to lay no sewers less than seven feet from the surface of the streets to the bottom of the sewer, and nearly all are eight feet or more. There are a few special cases, when after examination, and to avoid large expense, the sewers are less than seven feet, but in those cases the houses can all be drained into the sewers.
FLUSHING.
In any sewer system it is necessary to design the pipes large enough for a maximum flow, aud this of course implies as the flow of the sewage is not uniform, that there are times, and in fact mnost of the time, when there is a smaller flow which will not fill the sewer even one half full, and this is especially true in the lateral sewers or those which only serve the street in which they are laid. Experience in many sewer systems teaches that to avoid stoppage as much as possible it is better to lay no sewer in any street, no inatter how small the flow, less than six inches internal diameter, and unless a fall of at
2.26
ANNUAL REPORT.
least one in one hundred can be obtained, it is better to use eight inch pipe than six. This makes most of the se wersin this plan eight inches in diameter. Now in a compratively level section where the sewers are designed to be laid at the least grade that will render them self- cleansing when running one half full, if there is not sufficient sewage to half fill them, the velocity will not be great enough to render them self-cleansing and deposits are liable to form in the sewers. This re- quires ar ificial flushing or the creation of a flow of sewage or water that will fill the sewer at least half full and give velocity enough to carry away the deposits. There are several meaus of accomplishing this end. One is by the use of automatic flush tanks placed at the heads of lateral sewers and connected with the water supply, which discharges a large amount of water suddenly, at intervals of time, the length of which is governed by amount of water let into them. Some towns flush from the street hydrants with a hose. Sometimes the water supply is piped into the manholes and a gate is placed upon the pipe, this gate is opened and the outlet sewer from the manhole plugged and the water allowed to head up in the manhole, when the plug is drawn and the water rushes down the sewer. The sewage 18 sometimes allowed to head up in the manhole in the same way. There are but two of the above methods that I should recommend, namely, the automatic flush tank and the water supply piped into the manholes. The flush tanks have the advantage of flushing the sewer periodically with no attentioni -o long as their machinery is in work- ing order and the chain is mel, then the ventilation is better on ac- count of the freqn ny wasn g. with clean water which the walls of the pipe recava. Piro jesois to them are that they introduce more machinery i'm beyan hur should be as simple as possible, that the ta ky ar- a peerted levies controlled mostly by one inter- er, the, they are expensive, and that they entail a considerable ammmof vitrine, het be panded only as water supply and wie, un exel vanwege. The objection tothe oth- er mesini that requires pero hed attention but as a sewerage sys- bar preg trop cher und an advice, this is not a serious ojein the wal perly be much less water used in this was as the flux ing woll lolly be time when needed, or supposed to I'mwie! sol he ranks vok all the time as whatever rate they are
ciency of megvan hals. There is quite a financial interest among De budees fone back to make it appears that they are superior to auto her maniin every way, but I believe that disinterested en- gineris de no ex remeadvocates of the universal use of them.
My r.coune .. d tions to you are to connect the water supply with
227
ANNUAL REPORT.
the manholes at the head of all laterals and perhaps use a few flush tanks at the heads of some lines with flat grades. Thus you can compare the merits of both methods, and if your experience shows that the flush tauky are more efficient, as you extend the system you can introduce them. The cost of the connection with the water supply is quite inexpensive as compared to the flush tanks. There are sev- eral points in this system where the water of the river may be used directly for flushing. This is shown on the profiles and plans.
VENTILATION.
The proper ventilation of sewers is as important as any other feature of the system, and yet it is one about which perhaps the least is known, I believe in the majority of sewers the only ventilation provided is through perforations in the iron covers of the manholes, and although this alone may not be a perfect method, I have never known of any serious results from it. Some advocate carrying a ventilating pipe from the house drains outside of the trap to the eaves of the building, this would add quite an item of expense. It is also proposed to omit the trap from the house arain and ventilate through the soil pipe in the house and through the roof.
If the town authorities could exercise full control over the plumb- ing within the houses as well as over the house drains, and means were used to keep all traps sealed when the house was vacant from any cause, this would seem to be as good a method as could be de- vised when the manhole covers are perforated foran air inlet. Under probable conditions, however, I am incline i to advise you to use the perforated manhole covers alone for ventilation.
UNDER DRAINAGE.
There is an element affecting a sewerage system that has not yet been discussed in this report. I refer to the ground water, or water in the soil that is passed through the process of laying the sewers. In many cases the level of this ground water is higher than the sewer, and it tends to force its way into the pipes through every imper- fection in the joints, and in soil coutposed of gravel or coarse sand the quantity may be very large. In fact in many systems theground water forms a large portion, as high as fifty per cent in some cases of the total flow from the outfall sower. Nor while it is a distinct san itary advantage to lower the level of the ground water under an inhabited district, yet if the system is one in which pumping or artificial treat-
228
ANNUAL REPORT.
ment of the sewage or both are necessary, it is a serious objection to have the ground water enter the sewer, as it is the source of much added expense for fall and for additional land upon which to treat the extra quantity. Although it dilu es the sewage, it hardly requires less land per given quantity than undiluted sewage. Therefore it is wise to pre. vent its entrance into the sewer, and if desirable to lower the ground water, to discharge it into uatural channels With the methods and materials employed in sewer con truction, it is almost if not quite im- possible to make the joints so tight, especially in a wet trench, that a large amount of water will not find its way into the pipes if they are laid in pervious material saturated with water at a higher elevation than the sewer itself. The mere fact of laying them under such con- ditions prevents as good work being done as can be if the trench is free from water.
On account of the fact that it is desirable in itself to lower and chury away the ground water, it is also most desirable to exclude the same fro n the sewers, and that better and tighter work can be done if the water is drawn below the sewer, the practice is rapidly growing in favor of providing under draius or laying a second line of pipe be- low the sewer itself. This second line is laid with open joints cov- ered with a piece of muslin or other porous material. The under drain is laid in advance of the sewer and drains the water out of the trench and surrounding soil below the sewer, thus making a dry treuch in which to lay it. This is a great advantage during construc- tion and afterwards it gathers the water and prevents it from forming a head above the sewer and entering the joints. These under drains are led to some natural water course if possible and discharged.
It will be advisable to use under drains with many of the sewers in Attleboro. We cannot tell beforehand in just what streets they will be required but the table of street sewers indicates those streets in which it seems that it will be necessary. In many of the streets the discharge of the under drains will be by gravity into the streams.
The Thacher Brook intercepting sewers and some of the streets draining into it, are too low for this, and if after construction it is found advisable in the operation of the work to do so, the water of the underdrainge can be pumped at the pumping station separate from the sewage aud discharged into Thacher brook at the pumpine station.
This method of treating it will be preferable to having it leak into the sewers and having to pump it and treat it with the sewage as the pumping lift will not be more than one fourth as much and the treat- ment will be saved.
229
ANNUAL REPORT.
PUMPING.
Pumping will be necessary in this system, as when the sewage is all collected from the street system, it will be lower than the lowest portion of the filter field and more than two miles distant.
The pumping station will be located as already noted at the inter- section of the Thacher Brook sewer and the field line from South Main street. Unless the pumps are run continuously day and night it will be necessary to provide storage for a portion of the sewage.
Measured by the water supply about 75 per cent of the sewage will flow between 6 a. m. and 7 p. m. This, when one million gallons of sewage per day has to be provided for, will be two hundred fifty thousand (200,000) gallons to be stored at night between 7 p. m. and 6 a. m.
In this system approximately this amount is provided for. When the sewage amounts to more than one million gallons daily, more storage can be built, or it may be advisable to run day and night, which I do not think is the case now. The probable amount of sew_ age at present would be one-half million gallons daily.
For the purposes of storage it is proposed to enlarge the Thacher Brook sewer for six hundred (600) feet above the pumping station and the sewer from South Main street for four hundred (400) feet above the same point.
I believe as this will not back the water into any street sewers that this will be the least expensive and simplist means of providing the storage.
PUMPING STATION.
The engine aud boiler house will be a building of brick of a size suitable to contain two pumping engines with space for a third, and space for boilers to run them. Duplicate machinery will be nec- essary.
The capacity of each pump should be one million, five hundred thousand (1,500,000) gallons in twenty-four hours. This will pump the present estimated amount of sewage (500,000 gallons) in eight hours with one pump and as the amount increases it may be run more hours until it is necessary to put in the third pump.
The pumping machinery should be capable of giving a duty of at least sixty to seventy millions foot lbs. to each one hundred lbs. of
230
ANNUAL REPORT,
coal, to be of the proper economy. They must also have a simple valve arrangement to enable them to pass the sewage with only the coarsest kind of screening, as it is undesirable to stop any part of the sewage on its way to the filter beds, and have to care for the the same at the pumping station.
GRAVITY SECTION.
There is one section of Attleboro that may be sewered to the beds by gravity, viz: the land on the higher part of County street near Thacher street and that near the latter. This area is approximately shown on the plans. This area is not built upon at present and no plans have been made for developing it, but it can be done in this way if it is built upon sufficiently to make it pay to build the main sewer to the fields.
ESTIMATES.
The estimates of cost are annexed to this report. These estimates do not include land damages and are based upon ordinary contract prices at the present time. Yours respectfully,
FREEMAN C. COFFIN.
BOSTON, Mass , Feb. 13, 1895.
To the Sewer Committee, Attleborough, Mass.
GENTLEMEN :-- I have carefully examined the plans and estimates of the sewer system of your town made by Mr. Freeman C. Coffie, Civil Engineer. I have also checked the sizes of sewers recommend. ed and gone over the ground with Mr. Coffin for the purpose of veri- fying the lines, and location and quality of the filtering beds.
I take great pleasure in saying that Mr. Coffin's plans seem to cover every point and receive my hearty approval.
Respectfully yours,
W. E. MCCLINTOCK, Civil Engineer.
Mem. Am. Soc. C. E.
ATTLEBORO SEWER SYSTEM.
Table Showing Location, Length, Size and Cost of Sewers and Underdrains.
FREEMAN C. COFFIN, CIVIL AND HYDRAULIC ENGINEER, 53 STATE STREET, BOSTON.
SEWERS.
UNDERDRAIN.
STREETS.
FROM
To
20"
18'
150
10"
MAN. HOLES
COST.
Angell Street
-
Bank Street
Park Street
Leroy Street Chamin #
2052 50 259 50
Benefit "
Station 10
Hoiden #
1150
1000
1163 00
Benotlt "
Peck
Station 0
~20 00
Blank
Parker =
Jaines Street
19
2
270
320 90
Carpenter Street
Hazel Street
lames Street
22
Carpenter
Inmes -
Union
22
Carpenter
Union
So. Main "
22
585
1100
County
=
Third
Summer
37
County
Summer "
Station 61, 30
38
350
307 G0
Capron
Chilliin
30
Denn Street
Hodges Street
34
Denn
No Main
Perrin
34
Dennis "
Mechanie
Fifth
39
912 00
Dennis u
County
Fifth
39
1200 00
Deanville Street
North Ave.
Stream
32
1525
1175 350
1645 75
Emory Street
Pleasant Street
1200
1199 00
Emory
Forest
1125
1150 75
East
Juines
=
Elbow
23
450
300
150
525 00
Ellis
16
225
204 00
Forest Street
750
500
1281 00
Forest
Park Street Plensant "
Thatchers Brook Thatchers Brook
4
750
720 500
Florence "
454 00
First
522 00
Fourth
Summit
Washington St. Mechanic
21
450
300
3
639 00
Fifth
21
1630
1630
1928 70
Foley
14
630
695 00
Franklin .
36
616 00
Grove Street Gustin Ave.
362 25 700 50
Holman Street
Pleasant
l'hatcher Brook
1350
1350
1392 00
Ilohnan
Sturdy
Thatcher
..
400
400
303 00
Elonnan
Sturdy
Forest
14
440
423 80
llighland
Peck
Station 5
449 00
Hope
Station 6
Starkey Ave.
1400
1836 00
LIolden
Benefit
Hope Street
:28
1
227 00
Holden
Bank
Pearl
8
600
460
1060
1116 20
Elodges
Ten Mile River
to end
Includedin Intercepting Se wer.
710
3
710
725 40
Inincs Street
16
325
250
575
600 50
James
Maple Street
Orange
16
200
-
172 00
Leroy Street
34
609 00
Mechanic
Street West Street
to Ist summit
1
172 00
Mechanio
Ist summit
35.30
050
10
3253 50
So. Main
Park Street
Maple
4655 00
So, Main
Maple
Field line
25-26
10
5051 00
No. Main
Park
West
17
5169 00
No. Main
West =
Station 59
29.30
9
10116 00
Manchester st.
So. Main "
Ellis
350
1214 50
Morey
Park
Thatchers Brook
3125
310
1015 3 0
1575 95
Maple
James
So, Maln
10
I201
575 625
1727 '25
Maple
So. Main "
Rail Road
10
740
740
1306 20
Mulberry
11azel
So. Main
21
1500
1250
250
1630 50
Mulberry
Hazel
Statlon 19, 50
350
350
470 00
So. Main
Thatcher "
Railroad
4580
1783 00
North Ave.
West Street
33
2000
1944 00
Orange Street Oak Street
So. Main Street
11
254
250
1250 250 1050
2185 00 1411 50
Park
=
Union
Thateher's Brook
17
1350
1350
1876 50
Park
Sturdy Street
Station 53, 25
1:100
800
1900
800
14.40 00
Park
Summit Sta. 54
Maple Street
18
1250
1250
525 00
Park Ave.
750
750
894 00
Pleasant Strect
Station 12
1
1200
1200
1586 00
Pleasant
Statlon 13
Angell Street
1400
300 1100
1535 00
Pleasant
Angell Street
Perry 14
1.2
850
450 400
1039 50
Pleasant
Perry
2
1 00
3
597 00
Peck
Walter Union Pine
Thatchers Brook
24
1075
1075
275
14426 50
Parker Parker
Maple
20
8.25
2'5
5
525
575
1170 75
Parker
School
20
500
4
500
578 00
Pine
Pearl
Maple
12
1600
1300
300
1984 00
Pine
Maple
Orange Park
12
525
525
625 00
Pine
Pearl
12
1175
1175
1159 00
Peaceful
1600
2648 00
19
620
184 80
35
250
330
746 50
Rail Road Ave.
36
340
340
441 20
Santord Street
Grove Street
40
500
411 00
Sturdy
=
Pine
Union lfaxel
=
+1
359 00
School
Plne
=
650
250
956 50
Starkey Ave.
1300
1300
1710 00
Sixth Street Summer "
23
930
Third Street
County Strect
Prospect Street
39
1
218 00
Third
Prospect
Mechanle
39
950
F
1104 00
Thateher Brook
Maple =
42
2150
10
10325 00
Thateher Brook
Forest
43 40
1850
450
10
3430 00
Unlon Street Union
School Street School
Carpenter Street Park
19
770
4
440 330 1600
2263 00
West Street
31
1000
31
160
283 00
Washington St. Washington "
Second Fourth
Fourth Street Fifth
475
428 00
Field Line
Capron Street
Inter'ing Sewer
41
150
Field Line
No. Main =
Inter'ing Sewer
45
820
820
1669 00
Fleld Line
Sixth
Manchester "
41
570
Diteh
So. Main =
Pumping Sta.
41
1400
Intercepting Sewer
West
Field Line from Sixth Street.
44-45
3600
1500
1600
5430
7870
2000
7560
18005
04145
8240
603
9050 11420 38,
31315 #254160 60
TOTALS.
165
1184 00
Heck
No. Main '
Foxhoro Road .. Walter Street Hope Pine
3
1200
1380 00
Pearl
375
375
435 00
Pearl
Mapie
Orange Street School
20
190
490
495 812
Maple
James =
Thatchers Brook
1
730
750
1012 00
Maple
11
3125
3805 00
Hazel
Carpenter .
beyond Orange St
llodges
florton
Summit Street
475
525
1 00
868 25
.James
Suminit at Sta. 13 Maple
14
=
200
300
530 00
King Street
33
400
3000
43$5 00
Mechanie
3rd suminit
No. Main Street
22550
10
2000
1880
1880
10730 00
So. Main
Fleid line
sum. nr Locust St
20.27
2400
2900 2830
345 00
llope
1660
270
No. Main "
1340
134
1453 60
Enst
=
Third
37
1800
1970 00
Charles
24
100
+00
846 00
9
770
680' 40
No. Main Street
570
9
570 550
850
3000
10
4181 00
Dunham
Thatcher Brook
13
Thatcher Brook
13
260
240
500
14 00
Fast
-
Pine
Pine Street
23
150
I
150
106 00
32
500
350
200
3
545 00
Fourth
Jackson
24
975
5
897 50
Falmonth "
15
650
3
650
425
1.3
650
650
14
440
450
40
520
975223
250
235 50
County
=
No. Main "
1765 00
1330
6 61442
500
230
$811 60
1575
1575
Bank =
Molden "
900
4
200
151 1
725
200 250
211 00
725
250
1235 25
250
1
1079 30
1400
5
1808 00
920
1280
1200
93
225
1000
200
700 720
10400 00
nazel
Carpenter"
to 3rd summit
600
36 25
21
2
Station 20
Ilazel Street
1050
6
Park Street
Main Street
Railrond
17
180 200
761 00
Park
Thatcher's Brook Sturdy Street
17
550
550
020 50
17 18
220
Park Street
1
1100
050
275 300
6214
223 00
Perrin
Prospect
365
470
467 40
Second
County Strect
4
500
500
471 00
School
325
900
550
40
706 50 1037 00
Thatcher Brook
Park =
42-43
2850
1400
F
1400
8030 00
Thatcher Strect
So. Main "
Rallroad
1600
1128 00
Walter
=
320
88
500
109 00
2456
400
7868 00
6000
21737 00
West
North Ave. No. Main Street
Mechanic Street North Ave.
1595 00
..
1600 520
Perry
Pumping Stu. Mapie Street Park =
2156 2850
12525 00
=
1
3
200
350
1015
=
..
3
19
3
500
250
930 20
1325 00
3125 00
LOCATION,
PAGE PROFILE
220
3
300
270
5480 50
1125
2724 30
.
23E
ANNUAL REPORT.
ESTIMATE OF COST OF SEWERAGE SYSTEM.
All Street and Intercepting Sewers as given on the Schedule of Sewers
Pumping Station
$252,560.60 10,000.00
2-1,500,000 gallons Compound Duplex Pumps 2 Boilers
12,000 00
Pumping main 9400 ft. 14 inch pipe at $1.40
13,160.00
Filter Beds
Preparation of 10 to 12 acres, with gates, piping, etc. 15,000.00
Storage Sewers, capacity 250,000 gallons
20,000.00
$322,720.60
Add 10 per cent for Engineering and Contingencies
32,272.06
$354,992.66
Pumping Machinery
AUDITOR'S REPORT
The Auditors elected for the year ending March, 1895- herewith submit their report.
We have examined the Books and Reports of the Treasurer, Sinking Fund Commissioner, Water Commis- sioners, Water Registrar, Overseers of the Poor, Tax Col- lectors, School Committee, Committee on New School House and High School Extension, Bi-Centennial Com- mittee, Treasurer of the Public Library and the books of the Selectmen, which includes all the officers and com- mittees of the town intrusted with the receipt and expend- iture of monies, with the exception of the Committee on Sewerage and Committee on Suppression of the Sale of Liquor, who have rendered no report to the Auditors.
The Treasurer's report agrees with his books, he has the necessary vouchers for all money expended, and voucher covering amount stated, on hand.
The Sinking Fund Commissioners' report, and books correspond. They have securities for all money invested and voucher for cash on hand.
The Water Commissioners books agree with books of the Water Department, kept by the town treasurer. Their report also agrees with their books.
The Water Registrar's report corresponds with his books He has receipts from the town treasurer covering amounts paid him during the year, which includes amount of money collected, and amount ot money on hand January 1, 1894> as stated in his report.
The Overseers of the Poor's report and books agree.
233
ANNUAL REPORT.
Their books show amounts due from the following towns, viz :- Dudley, $15 ; Sturbridge, $3.25 ; Lowell, $2 ; Hard- wick, $65.70, which the Overseers of the Poor claim are uncollectable. We would therefore recommend that they be authorized to cancel the accounts.
The books and report of John Thacher, collector, agree with the assessors' records as to abatements allowed and he has receipts of the town treasurer for balance of money collected and due the town. The books and regord of S. M. Holman, collector, agree with the town treasurer's books as to amount of money paid him, and for which he holds receipts, and with the assessors' records as to abate- ments allowed. He also holds voucher covering amount of money stated on hand. His report of uncollected taxes and cash on hand agres with his books.
The school committees report and books agree.
The reports of committee on New School House and High School Extension and also the Committee on Bi- Centennial agree with bills approved and paid by the town treasurer. The receipts of the Bi-Centennial Committee as stated in their report correspond with the books of the town treasurer.
The books and report of the treasurer of the Public Lib- rary correspond with books of the town treasurer.
The books of the selectmen show a record of all business transacted by them, and their books agree with the books of the town treasurer as to bills approved by them under the appropriations in their charge.
The auditors would recommend that hereafter the books of the several departments be closed on December 31 of each year. Under the present custom it is almost impossi- ble to verify the accounts of the treasurer and collector as to the amount of money on hand at the end of the fiscal year. We believe that by an early notification all
234
ANNUAL REPORT.
bills due from the town could be presented and approved by that time.
Respectfully submitted.
FREDERICK G. MASON, MARK O. WHEATON, ORVILLE P. RICHARDSON, Auditors.
ESTIMATES OF APPROPRIATIONS FOR THE CURRENT YEAR.
After a careful investigation of the condition of the af- fairs of the town we would recommend the appropriation of the following amounts in the several departments here- with appended for the current year.
Current and Incidental,
$8000.00
Highways and Bridges,
8000.00
Fire Department,
4000.00
Public Library,
1000.00
Street Lighting,
4875.00
Soldiers Relief,
3500.00
Sidewalks,
2000.00
Enforcement of Liquor Law,
500.00
Military Aid,
300.00
Memorial Day,
200.00
$32,375.00
EDUCATIONAL DEPARTMENT.
Recommendations of School Committee : Educational Department, 21,000.00
235
ANNUAL REPORT.
Incidentals and Repairs,
25,00.00
Text books and Supplies,
1,400.00
Transportation,
640.00
Superintendents Salary,
1,500.00
New School House and Lot, South
west part of town,
5,500.00
$32,540.00
PAUPER DEPARTMENT.
Appropriation,
$5,200.00
Medical Attendance,
300.00
$5,500.00
APPROPRIATION REQUIRED BY LAW.
Estimated amount of State Tax. $5,000.00
" County Tax, 7,000.00
Town Sinking Fund. 1,400.00
Interest on Town Bonds, 2,000.00
Interest on Town Notes,
3,500.00
$18,900.00
See also Water Department Account below.
WATER DEPARTMENT.
Recommendations of Water Commissioners :- Appropriations required by law,
Sinking Fund,
$4,650.00
Interest on bonds,
10,400.00
Estimated cost of running expenses, 5,300.00
$20,350.00
Deduct estimated amount of water
2.56
ANNUAL REPORT.
rates, 13,025.00
Balance to be raised by taxation.
$7,325.00
Total, $96,640.00 E. S. HORTON,
CHARLES PHILLIPS, A. T. WALES. Selectmen of Attleborough.
INDEX.
Appropriations, Assessors, Armory,
73 12
Auditor's Report,
232
Appropriations Recommended,
234 139
Bi-Centennial Celebration,
30-154-155
By-Laws,
18
Current and Incidental,
22 23
Fire Department,
IO-28-87
Guide Boards,
15 64
Highways and Bridges,
7-29 29
Inspector of Oils,
153
Inspector of Milk, Provisions and Cattle,
151
Jury List,
164
Liquor Law,
29
Lock-up,
23
Military Aid,
25 30 79 24
Printing,
Police,
23
Recommendations,
18
Railroad Crossings,
13
Selectmen's Report,
6
Sewerage,
13-31-212
Sidewalks and Crosswalks,
15-31 24
Surveying and Plans, State Aid,
26
Soldiers' Relief,
27
Salaries,
20
Board of Health,
Election Expenses,
General Summary,
Hydrant Service,
Medical Service,
Overseers of the Poor,
School Committee, Superintendent of Schools, Superintendent of Streets, Sinking Fund Commissioners, Street Lighting,
168-170 183
95
Sealer of Weights and Measures,
153
Thacher Brook Drain,
17
Ten-Mile River,
16-31
Town Officers,
3
Tax Collector S. M. Holman,
76
Tax Collector John Thacher,
78
Town Clerk,
32
Town Treasurer,
48
Trustees Public Library,
149
Water Commissioners,
IO1-107
Water Registrar,
I33
Water Superintendent,
122
Water Department,
65-69-72
71
12-25.
3
bec9/33
)
Pond
THATERIL
in Pond
MAP SHOWING PROPOSED SEWERAGE SYSTEM FOR THE TOWN OF ATTLEBORO Scale : Booff . lo an inch. DEC. IN!1
1
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Denntown Fond
THIS MAP AGCOMPANIES THE REPORT ON THE ATTLEBORO SEWERAGE SYSTEM
FREEMAN C. DOFFIN. CIVIL AND HYDRAULIC ENGINEER 53 STATE ST BOSTON
1
SEOROL
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rook
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