USA > Massachusetts > Bristol County > Attleboro > Reports of town officers of the town of Attleborough 1906 > Part 7
Note: The text from this book was generated using artificial intelligence so there may be some errors. The full pages can be found on Archive.org (link on the Part 1 page).
Part 1 | Part 2 | Part 3 | Part 4 | Part 5 | Part 6 | Part 7 | Part 8 | Part 9 | Part 10 | Part 11 | Part 12
35
Diagram showing discharge of hose streams and loss of pressure as indicated by gauges on the hydrants on Park St. at Bank St.
Fire Service Test of Distribution System, October 16, 1906.
--
Gauge reading on hydrant No. side Park St.
So. " ..
Loss as calculated on Diagram No .! Includes hose discharge plus water consumption. Consumption taken at 800 gals per minute of which I was assumed to come to the hydrant and the remainder to be
Shop in praksube from lowering standepet-
DIAGRAM NO.2
70
3 P.M
3º5
310
315
320
325
330
Time of reading hydrant gauge.
164
ANNUAL REPORT.
spuned in murphy to buypass anon
590
185
Lass Vas calculated
So. Side Park way
hyldroht
goo
75
Suvaus 9
L
S
91
C1
9
9
.
along the line.
Does not include
loss in hydrant.
3000 Discharge of hose streams in gallons per minute 0002 o
100
equally distributed
ged by hos
95
-
GIVING A VIEW OF FIRE SERVICE TEST OCTOBER 16, 1905 Showing Two Lines of Hose from South Main Street, Rear J. E. Blake's Shop
165
ANNUAL REPORT.
frequent intervals so as to register the drop in pressure with increasing draft.
The results of these several observations are graphic- ally shown in diagram No. 2, which indicates the drop in pressure due to the lowering of the surface of the water in the standpipe, the amount of water discharged per minute at different intervals by the hose streams and the pressure as observed at the two hydrants on Park street, which have been taken as typical. On this diagram also, in heavy line, there has been reproduced. from diagram No. I the theoretical calculated drop in pressure. It is interesting to note how closely this follows the actual results of the pressure gaugings at the hydrant.
Coincisely stated, it has been demonstrated that with eight (8) streams throwing two thousand (2,000) gallons of water per minute a pressure of eighty-nine (89) pounds was maintained, that with fourteen (14) streams throwing thirty-four hundred and fifty (3,450) gallons per minute a pressure of seventy-nine (79) pounds was maintained and that with sixteen (16) streams throwing thirty-seven hundred (3,700) gallons per minute in addı- tion to the normal consumption of the Town a pressure of seventy-five (75) pounds was held at the hydrant.
It is believed that this demonstration has proved Attle- borough to be in possession of as nearly an ideal system of fire protection as it is possible, within economical limits, to obtain.
Respectfully submitted,
F. A. BARBOUR.
The Commissioners would suggest that a committee of business men be appointed by the citizens, to work in conjunction with them, to wait on the Insurance Un- derwriters to try to reduce the insurance rates, as it is made particularly plain to them that their risk in Attle- borough at the present time is 50 per cent. less than be- fore the improvements in our system were completed.
166
ANNUAL REPORT.
When the fire occurred at W. H. Wilmarth Co. fac- tory, we believe under former conditions it would have been a total loss, as it would have been impossible to give adequate supply of water, while now the excellent water pressure, together with the efficiency of the Fire Department, saved a part of the building, enough so that the firms were able to continue business in a very short time. This fact alone is one of the most pleasing results that can be obtained from the improvements 01 the water supply.
The following table shows the continuous growth of this department during the last nine years.
Comparative Table.
Year.
Miles of Pipe in Use.
Main Pipe
Extended.
Income.
Appropriation.
Amount Put in
Sinking Fund.
Interest Account.
Bonded Debt.
1898 30.28 mi.
2,466 ft. $16,394.18 $7,100.00 $4,650.00 $12,060.00 $278,000.00
1899 30.63 mi.
1,845 ft.
19,968.89
7,100.00
4,650.00
12,582.50
293,000.00
1900 31.63 mi.
5,287 ft.
21,424.41
6,100.00
5,000.00
13,183.44
305,000.00
1901 33.18 mi.
8,229 ft.
27,325.34
5,000.00
5,000.00
13,192.50
217,000.00
1902 39 00 mi 30,729 ft.
27,539.14
5,000.00
5 200.00
14,120.00
327,000.00
1903 43.60 mi. 24,299 ft.
29,876 22
4,000.00
5,200.00
13,845.00
357,000.00
1904 44.80 mi. 6,428 ft.
31,524.30
3,000.00
5,500.00
13,645.00
337,000.00
1905 49.30 mi. 24,002 ft.
33,342.34
2,000.00
6,000.00
15,036.61
487,000.00
1906 51.20 mi. 10,199 ft.
42,668.71
1,000.00
6,500.00
18,295.00
487,000.00
167
ANNUAL REPORT.
Recommendations.
Recommend that the sum of $1,000.00 be appropriated by the Town, together with the receipts from the de- partment for the maintenance and contribution to the Sinking Fund; making the amount to be placed in the Sinking Fund $7,000.00.
Receipts.
From water rates, etc. $35,000.00
Appropriation by Town for Sinking
Fund 1,000.00
$36,000.00
Expenses.
Pumping expenses $3,400.00
Repairs, incidentals, salaries, etc.
7,305.00
Interest account
18,295.00
Sinking Fund
7,000.00
$36,000.00
Respectfully submitted,
WM. M. STONE, GEO. H. SNELL, DAVID E. MAKEPEACE,
Water Commissioners.
168
ANNUAL REPORT.
REPORT OF THE SUPERINTENDENT
To the Honorable Board of Water Commissioners :
Gentlemen-I submit the following report of the con- dition and operation of the Water Department for the year ending December 31, 1906.
Extension of Mains.
During the year there has been 1.9 miles of pipe ex tended. This is small compared with former years, although it has been mostly on the outer limits of the Town, so that now we have nearly covered every see tion. The longest extension was on North avenue, a distance of 2,640 feet, the pipe now reaching within 1,000 feet of the North Attleborough line, furnishing all the houses except one.
Other important extensions are Wall street, 768 feet of 12-inch. from County to South Main street ; also from Peck street to Pleasant street through Pleasant Place, 559 feet of eight-inch pipe. This helps to perfect the gridiron system connecting the west and east side. thus giving better fire protection, as it furnishes two extra mains in the fire zone.
The work of relaying pipe, made necessary by the elimination of grade crossings, increasing the size of pipe on Park. South Main. Pleasant and Forest streets, has greatly increased the capacity of supply.
The following is a list of pipe replaced, showing the increase in size. Park street. 556 feet of 12-inch replaced by 16-inch. beginning at Railroad avenue and extending to Union street.
South Main street. 448 feet of 12-inch replaced with 12-inch and 300 feet replaced with 16-inch, from Wall street to Capron street.
Mill street. 359 feet of 12-inch replaced with 12-inch. Capron street. 150 feet of six-inch replaced with six-
169
ANNUAL REPORT.
inch. Pleasant street, 305 feet of eight-inch replaced with 12-inch. Forest street, 685 feet of four-inch re- placed with eight-inch, beginning at Horton street and extending to Maynard street.
We began these changes in the Fall of 1905 and could not finish until the crossing work was completed, thus causing much night and Sunday work, and planning to keep our system connected during the changes, thereby having to make a number of temporary connections which made the expense large for the amount of work done. This, however, will be paid for under the Grade Crossing Abolition.
We have also done a large amount of work outside this department, laying pipe for the Attleborough Gas Co., the drain on Pleasant street from Pleasant place to railroad bridge on Pleasant street for the Street Depart- ment, and other outside work amounting to $3,278.06.
This accounts partly for the unusual increase in in- come over 1905. This work was done to accommodate the Gas Co. and the Superintendent of Streets, both having co-operated with the Water Department in making the changes for the crossing work, so that it has been a mutual benefit to all.
170
ANNUAL REPORT.
EXTENSION OF MAIN PIPE. Table, Showing Kind, Size and Length of Pipe Laid on the Several Streets.
Cast Iron Pipe.
Cement Lined Pipe.
Streets.
12 in. 8 in.
6 in.
2 in.
1} in. 1} in. 1 in.
Bliss avenue
339
62
Dunham
266
Elizabeth
343
Elmwood .
58
East Fourth
153
Hebron avenue.
146
116
Howard avenue.
47
Holden
202
Ingraham.
121
Jackson
190
Mechanics
1656
1080
Mendon road .
645
North avenue. .
2645
Orange .
81
Parker
212
Pleasant place.
559
Peck
36
Railroad avenue
344
Short court.
130
Wall
768
Totals
768
2595
4210
533
1308
478
307
=10199 ft.
Services.
There have been 102 new service connections during the year and 16 old services replaced with cement lined pipe.
Amount of service pipe laid as follows :
1,928 feet from main to service box.
4,397 feet from service box to cellar.
423 feet sold to plumbers to use inside cellars.
Total service pipe, 6,748 feet, or 1.2 miles.
171
ANNUAL REPORT.
Hydrants.
During the year II new hydrants have been set, making a total of 380. Three old ones replaced with new ones, nine have been changed. We have set three eight- inch four-way hydrants on Park street with independent gates. This is the first of this type used in Attleborough and would recommend the continuance of this style in the congested section, as they have shown by the test a greater efficiency than other hydrants in use in the Town.
A complete list of the location of the hydrants has been compiled and will be published in this report.
Leaks.
The total number of leaks was 71. Of these 17 were on mains, 28 on services, nine of which were caused by electrolysis, 12 on gates and 14 on hydrants. The in- crease of leaks this year over last is due to old galvan- ized service pipe and the number of changes made on account of grade crossing work. The system at the present time is in excellent condition.
Gate Valves.
There have been set 28 new gates, 55 gate boxes and 50 gate and service boxes brought to grade.
Meters.
Meters owned by Town. 1,687
Meters owned by private parties 188
Total number of meters in use. 1,875
Private meters replaced with Town meters. 21
New meters set 105
Meters change 392
Meters repaired at work shop 330
172
ANNUAL REPORT.
Meters sent to factory 62
Meters frozen 28
Total cost of repairs on meters $1,032.84
Wells.
The wells continue to furnish ample supply and the usual high quality of water is sustained, and we believe will continue to do so for many years to come.
Pumping Station.
The improvements made in accordance with our new system have proved very satisfactory during the year and our pumping records show that we have used 20,175 pounds less coal and pumped 23,000,000 gallons more water than in the previous year. We were also able to operate the station with one engineer and fireman from July 1, 1906, where formerly there were two first-class engineers. This was made possible by having a larger storage capacity so the pump runs could be made in much shorter time.
We are making further improvements by putting on an addition to the station and installing two new boilers so as to have a complete duplicate system, as recom- mended in our last report; also to increase the steam pressure, which will be economical on account of the extra head against which the pumps are working since the new standpipe has been put into commission. The contracts for the extension to the station and for the new boilers were let to McLaughlin Brothers of Phila- delphia, who were the lowest bidders. F. A. Barbour of Boston is the engineer in charge. The contract for the building was sublet to Grant Brothers of Attle- borough.
173
ANNUAL REPORT.
We believe after the improvements are completed there will be a still further saving in operating the plant.
GEO. H. SNELL, Superintendent.
Synopsis of Pumping Records for the Year Ending December 31, 1906.
1906.
Total Pumping Time
Average Pumping Time
per Day.
Month.
Day.
Total Gallons of Water
Pumped per Month.
Water Pumped per
Day.
Hrs.
Min.
Hrs.
Min.
Pounds.
Pounds.
Gallons.
Gallons.
January .
221
30
1
9
68,930
2,223
18,830,440
607,734
February
196
30
1
1
55,410
1,978
16,067,880
573,853
March .
207
00
6
41
54,135
1,746
17,224,280
555,626
April .
197
30
6
35
52,865
1,762
27,839,000
927,966
May .
204
00
6
35
53,360
1,721
19,728,480
637,047
June
190
30
6
21
39,910
1,330
17,544,120
584,804
July
194
30
6
16
43,705
1,409
18,625,760
600,831
August.
196
45
6
21
38,650
1,247
18,747,480
604,757
September
219
30
7
34
40,635
1,401
19,406,200
646,783
October ..
426
00
13
44
63,800
2,058
22,508,080
726,067
November .
176
45
5
53
53,271
1,742
18,439,200
614,640
December .
179
15
5
47
44,650
1,440
18,833,000
607,516
Totals for year .
2609
45
...
.
609,321
223,793,920
Daily average for year .
7
9
1,671
640,635
Average duty for year, including banking . .
72,955,200
Average duty for year, without banking ..
100,730,000
Note-Amount of coal used for lighting purposes and machine shop.
20,000
Leaving total amount for pumping . .
ANNUAL
REPORT.
174
.
.
.
. .
.
. .
.
.
. .
.
.
.
.
MONTH.
per Month.
Total Coal Used per
Average Coal Used per
Gallons of
Average
589,321
.
.
Water Analysis-Attleborough
Commonwealth of Massachusetts, State Board of Health-(Parts in 100,000).
1905.
DATE OF
APPEARANCE.
AMMONIA.
NITROGEN AS
No.
Collection.
Examination.
Turpidity.
Sediment.
Color,
Free.
Albu- mi- noid.
Nitrates Nitrites
Hardness.
IRON.
Oxygen
Consumed.
59197 59198
Feb. 13
14
None None
None None
.01
4.10
.0012
.0026
.45
.0120 .0100
.0000 .0000
1.7 2.1
·0070 .0050
.02
60175 60176
April 11
April 11 April 11
None None
Note None
.02
5.00
.0008
.0052
.36
.0090 ·0060
.0000 .0000
1.8
.0060
.01
June 14
June 15
None
.03
4.20
.0012
. 0044
.34
.0080
.0000 .0000
1.4 2.1
.0020 .0120
.05
61910 61911
Aug. Aug.
6
Aug. Aug.
7
v. slight v. slight
v. slight v. slight
.07
5.80
.0008 ·0012
·0110
.44
.0030|
2.3
.0150
.08
63168
Oct.
9
Oct.
10
None
None None
00
4.20
. 0012
.38
2.0
.0010
.05
63169
Oct.
9
Oct.
10
None
.00
4.20
.0010
.38
.0070 .0070
.0001 .0000
2.2
· 0010
.05
63953 63954
Dec.
3
Dec.
4
None None
None None
.01
6.30 5.10
.0006 .0008
.0026
.45
.0090 ·0060
0000 .0000
2.0
·0130
.08
Average.
.01
4.73
.0009
. 0044
.39
.0079
.0000 2.0
.0073
.04
ANNUAL REPORT.
2.1
·0080
.09
Dec.
3
Dec.
4
v. slight v. slight
None
.04
4.20
.0008
.0040
.34
.0100
·0080
2.3
.0080
.06
.01
4.50
. 0050
.37
.0000 .0000
2.0
.0070
.00
.01
4.50
.0004
.0042
.36
.0034
.45
Feb. 13
Feb. Feb. 14
.00
4.70
- 0006
April 11
61058 61059
June 14
June 15
.06
.0042 .0038
.0022
.45
.01
Residue on
Evaporation
Chloride.
175
.02
6
176
ANNUAL REPORT.
TABLE SHOWING RAINFALL FOR YEAR 1906.
Month
Railnfall
Normal
Departure from Normal
January
3.40
4.18
-. 78
February
3.42
1.06
- . 64
March
5.45
4.58
+1.07
April
2.69
3.32
- . 63
May
5.76
3.20
+2.56
June
2.69
2.99
-. 30
July
7.37
3.78
+3.59
August
3.19
4.23
-1.04
September
4.36
3.23
+1.13
October
4.80
4.41
+ .39
November
2.10
1.II
-1.7I
December
2.28
3.71
-1.43
-.
Total
47.81
45.80
1-2.21
Monthly average
3.98
3.81
+ .19
177
ANNUAL REPORT.
REPORT OF WATER REGISTRAR.
At the close of the year there were no uncollected water bills. The small balance was for miscellaneous charges other than water bills. This fact reflects great credit on the Town as a whole, as very few, if any, show such a record.
Below is the financial report of the Water Registrar :
Dr.
Uncollected bills, January 1, 1906. $1, 103.14 Charged meter allowances, January 1, 1906, to July 1, 1906 4,829.25
Charged meter allowances, July 1, 1906, to
January 1, 1907 4,966.25 Charged meter rents, January 1, 1906, to July 1, 1906 1,593.37
Charged meter rents, July 1, 1906, to January I, 1907 1,652.88
Charged excess water, January 1, 1906, to July I, 1906 9.379.82
Charged excess water, July 1, 1906, to January I, 1907 9.710.61
Charged repairs of meters, January 1, 1906, to July 1, 1906
135.86
Charged repairs of meters, July 1, 1906, to Jan uary 1, 1907 29.60
Charged sale of meters, January 1, 1906, to July 1, 1906 121.75
Charged sale of meters, July 1, 1906, to Jan- tiary 1, 1907 20.00
Charged guarantees, January 1, 1906, to July I, 1906 289.00
Charged guarantees, July 1, 1906,, to January I, 1907 320.53
Charged miscellaneous, January I, 1906, to July 1, 1906 2,601.20
178
ANNUAL REPORT
Charged miscellaneous, July 1, 1906, to Jan-
uary 1, 1907 6,509.24 .
$43,262.50
Cr.
Abatements, January 1, 1906, to January I,
1907 $ 466.70
Cash paid Town Treasurer 42,668.71
Uncollected bills, December 31, 1906 127.09
$43,262.50
GEO. H. SNELL,
Water Registrar.
Examined January II, 1907, and found correct.
BENJAMIN F. LINDSEY,
FRED L. LeBARON,
W. L. ELLIOT,
Auditors.
179
ANNUAL REPORT
LIST OF HYDRANTS AT ATTLEBOROUGH.
Street.
Location.
Angell East side, corner Foley street.
Atwood North side, beyond No. 9, opposite barn
Perrin's
Alder West side, opposite Ottawa street.
Bacon
South side, 400 feet south of Allen street.
South side, corner Pond street.
Bowen avenue West side, 450 feet south of South Main street.
Benefit West side, front No. 62, Nye's house.
Bicknell ave.
South side, corner Bank street.
South side, at Horton & Angell's shop.
Bank
West side, opposite Odd Fellows building.
East side, opposite Sanford street.
East side, corner Dean street.
East side, corner Peck street.
Brownell Bailey
North side, corner Hazel street
South side, near railroad.
County
South side, front Dr. Sanford's.
North side, front J. M. Bates building.
South side, opposite No. 49, G. H. Snell's.
North side, corner First.
North side, opposite Wall street.
North side, corner Third street.
North side, corner Fifth street.
North side, corner Olive (Maple) street.
North side, corner Dennis street.
North side, front fountain, Capron Park.
South side, 200 feet east of No. 245.
North side, front No. 245.
North side, between No. 275 and 279.
North side, 350 feet west of Thacher street.
North side, rear Bates factory (private).
Carpenter (near
Pawt. line) South side, corner Cross street. South side, east of Central street.
Church North side, corner South Main street (Hebron- ville). Claflin North side, 125 feet form North Main street. North side, opposite No. 25, D. Young's.
180
ANNUAL REPORT
Street.
Location.
Charles
Cross
North side, opposite Walter street. North side, opposite Parker street. North side, opposite James street.
Carpenter (Pine and Union St.
district)
North side, corner Hazel street.
Cliff
South side, front No. 3, Christensen.
South side, front Nos. 15-17, Benson.
Dexter ave.
North side, 600 feet east of South Main street.
Dennis
West side, opposite Maple street.
West side, opposite Fifth street. West side, opposite Franklin street.
Dean
South side, front No. 23, Wilmarth estate.
South side, front No. 49, Luther's.
North side, front No. 102, opposite Short Ct.
Dunham
North side, corner Park avenue.
North side, opposite No. 73.
North side, opposite Crandall Ct.
Elizabeth North side, opposite No. 17-19, near Hodges street. Emory North side, opposite No. 37.
East
North side, corner Union street.
North side, corner Park street.
Fairview ave.
South side, 420 feet east of South Main street.
Fisher
West side, corner Alder street.
West side, corner Bellmore street.
Florence Fourth
East side, corner Charles street. West side, corner County street. East side, corner Prospect street.
East side, corner Jefferson street.
East side, corner Franklin street.
East side, corner Mechanics street.
South side, front No. 1.
Foley Forest South side, opposite Horton street.
South side, corner Maynard street.
South side, opposite Eddy street.
Falmouth
North side, at No. 38.
North Side, opposite Brook street. North side, opposite No. 71.
North side, corner Brook street.
North side, corner Sturdy street.
North side, corner Forest street.
181
ANNUAL REPORT
Street.
Location.
First
East side, opposite Highland street. East side, opposite Grove street.
North side, corner South Main street.
Goff ave. Gustin ave. George
North side, front No. 12. ' East side, opposite No. 23, Craig's. West side, at No. 35. West side, at No. 59, Brady's.
Garden
West side, at angle, (Wigwam street).
Highland ave.
South side, corner Washington.
Howard ave.
West side, 150 feet from Washington.
Hebron ave. Holden Hope
North side, corner Bank street.
West side, between No. 10 and No. 14, near Peck street.
West side, between No. 30 and No. 34, near Oak street.
West side, opposite Starkey avenue.
East side, near J. Dennis.
East side, front No. 19.
East side, near John street.
Hayward Horton
North side, front Nos. 17-19.
North side, near Forest street.
North side, two private hydrants, Williams' shop.
Holman
North side, opposite No. 39, Leavitt's.
North side, front No. 54, Sweeney's.
North side, front No. 89.
West side, corner Pearl street.
West side, north of East street, at Wilmarth Corp. factory.
West side, corner Main street.
East side, corner Maple street.
Highland Henry John
North side, corner Second street. West side, front No. 8, Carpenter's.
North side, east of Hodges street, front No. 15.
North side, 575 feet west of Hodges street.
Jefferson
South side, front Nos. 6-8, W. A. Engley's.
James Knight ave.
East side, corner Major street.
South side, corner South Main street. West side, front Whittaker's.
Hodges
North side, front No. 12.
North side, front No. 36.
Hazel
West side, 125 feet north of Bliss avenue.
182
ANNUAL REPORT.
Street.
Location.
Knight ave. west side, front Andrew Murphy's. West side, front Andrew Goff's.
West side, near Webber street, opposite school- house.
East side, 200 feet south of Webber street.
West side, front Hebron Mfg. Co.
East side, front Hebron Mfg. Co.
West side, front Hebron Mfg. Co.
West side, four private hydrants, Hebron Mfg. Co., Hebronville.
West side, at Church street.
West side, 275 feet south of Church street.
Linden
West side, 350 feet south of Thacher street.
West side, at Alder street.
LeRoy
North side, near corner Bank street, front C. O. Sweet's.
North side, front Horton & Bicknell's.
West side, at railroad.
South side, opposite Blake house, east of Hodges street.
North side, front Nos. 26-28, near Hodges street. South side, between Watson & Newell's and Third street.
North side, three private hydrants (Watson & Newell's).
South side, opposite Nos. 79-81.
South side, corner Dennis street.
North side, front of long block west of Dennis street.
West side, front No. 122.
West side, front Cobb house, 2d.
West side, front Cobb house, No. 180.
East side, corner Falmouth street.
North side, opposite Morey street.
North side, front Florence Sweet's.
North side, near Brook street.
Mulberry Martin
South side, corner Pine street. West side, corner Mulberry street.
West side, between Orange and Brownell
Maple
North side, corner Eden street.
North side, corner Ellis street. North side, corner Pine street.
Morey Maynard
McMann Mechanics
183
ANNUAL REPORT.
.
Street.
Location.
Maple
North side, opposite No. 85. North side, near corner Speedway. North side, corner George street. North side, opposite No. 173. North side, opposite No. 203, Jackson's.
Maiden Lane Mill Newport ave.
South side, near railroad.
North side, near corner Union street.
South side, between Orr and Harris houses.
South side, front No. 125, Martha Coupe's.
South side, opposite schoolhouse.
South side, at postoffice.
South side, front Coupe tenement No. 4.
South side, front Bethany Chapel.
South side, front Sadler's old residence. .
South side, front Sadler's new residence.
South side, front Jillson's house.
South side, front Stella Orr's 1st house.
South side, opposite Highland avenue.
East side, 450 feet south of Highland avenue.
East side, between Orr Brothers and Rebecca Guild.
East side, opposite Stella Orr's house.
North Main
West side, front Bronson building.
East side, front No. 35, C. L. Watson's.
East side, front No. 63, Dr. Roberts'.
East side, corner Dean street.
East side, corner Peck street.
East side, between Ide and McDonald's.
East side, between No. 149 and No. 155.
East side, opposite John street.
East side, front Simmons' shop.
East side, front Simmons' shop.
East side, two private hydrants, (Simmons' shop).
West side, front No. 200, Wm. Nerney's.
West side, at entrance of Woodlawn avenue.
West side, front No. 242.
East side, corner Holden street.
East side, opposite Twin Elm farm.
East side, front Kratz's house.
East side, front Smith's house.
East side, between Riley's and Cargill's.
184
ANNUAL REPORT.
Street.
Location.
North Main
East side, front Stafford's house. East side, opposite Commonwealth avenue.
North ave. East side, corner West street. East side, opposite Deantown road.
East side, opposite No. 44, beyond car barn. East side, front No. 51, Emma Angell, milk.
East side, near Newcomb farm.
East side, front No. 85.
East side, front No. 115.
East side, opposite E. A. Uhlig's house.
Orange
North side, corner Cherry street.
North side, near Martin street.
Oak Hill ave.
South side, opposite Park street.
South side, between Park street and car barn.
South side, beyond car barn.
South side, opposite Park entrance.
Pond
West side, corner Carpenter street.
Peck
South side, opposite Florence street.
South side, opposite Walter street.
South side, between No. 61 and No. 63, near Per- rin street.
South side, corner Pleasant Place.
Perrin Park
East side, end of street at railroad.
North side, opposite Railroad avenue.
South side, front Briggs' building.
South side, east of railroad arch.
South side, corner Union street.
Need help finding more records? Try our genealogical records directory which has more than 1 million sources to help you more easily locate the available records.