USA > Massachusetts > Bristol County > Attleboro > Reports of town officers of the town of Attleborough 1961 > Part 8
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
Street cleaning, gutter scraping, guard fence, culvert and bridge mainte- ance should be in charge of a Sub-Foreman also. This relieves the General Foreman from immediate job detail supervision, enabling him to devote more time to general field operations.
This plan will require at least four additional laborers, but would insure a much more efficient use of equipment and men for the specific work involved.
A plan to replace one large and one small dump truck each year is again suggested. This would mean a trade-in each year of a seven or eight year old truck, which should result in a saving because of better equipment condition.
An addition to the present garage, of roof and columns only, of similar construction to present garage, would be very desirable for protection of heavy mobile equipment, which now must stand in the open, as the new garage is full. Salt and sand, for ice control, would also be stored under same roof. Material is easier to load into trucks from a dry pile. Distribution on street is much more uniform and greater mileage per load is realized.
Sidewalk snowplowing for pedestrian safety can only be realized by the pur- chase of four additional tractor plows designed specifically for this work. Possi- bly operators could be recruited from other City Departments for this emergency work.
A second truck-mounted sand spreader is recommended to cover greater street mileage in a shorter time interval after ice forms, particularly in the outlying areas.
Because of the increased street mileage, by plat development, it will prob- ably be necessary to hire two large private trucks to assist regular City plows for snowplowing.
A new snow removal unit should be purchased to replace belt loader, now over twenty years old.
The bulldozer should be replaced, being twelve years old.
A twelve to fourteen ton tandem roller should be purchased for finishing asphalt surface paving.
103.
Annual Rec
Report of the Public Works Department-
WATER DEPARTMENT
Personnel of the Water Department should be increased by at least three laborers At present, because of limited help and routine main and service installations, it is not possible to inspect hydrants and large main gates as required by efficient operat- ing policy.
One full time meter repair-man is a necessity because of many old meters that will be in use for some time. Sufficient funds for a planned yearly replacement of old meters has never been allocated. The substantial revenue from the sale of water, about $435, 000. 00 per year warrants careful consideration of this request.
Old truck replacement of various makes by a standarized small efficient closed body type similar to the International "Scout" is planned as funds are available. An air operated pipe saw for large diameter cast iron pipe would be a great asset in emergencies. Pipe can be cut safely and with a perfect end either on the surface or in an excavation.
Water consumer demand has increased roughly one million gallons per day since 1958. Daily average per day for 1961 was 6, 292, 900 gallons.
A new well can be developed at Orr's Pond and with two new wells to be constructed at Holden Street on the Bungay River, it is hoped demnand can be met.
However, operating economies plus anticipated increased demand in the near future require that the Wading River supply be increased to four million gallons per day to relieve the load at the West Street Station. This means that at least two new modern wells be built in the old filter bed area, replacing the inefficient old wells now in operation.
The dam and spillway structures, never completed, should be finished and all other work related thereto to place this station at top efficiency, should be under- taken in the near future.
Because of the critical nature of this supply to Attleboro, it is advised that immed- iate action be started to have Mirimichi Lake declared a public water supply by the Massachusetts Department of Public Health. At present it is considered as a Reser- voir only and is not subject to any regulations regarding building of homes adjacent thereto, which, in turn, must and has, led to water pollution.
It is again recommended that the City of Attleboro acquire, by whatever means necessary, all the remaining vacant land adjacent to the Lake, to prevent further home building with certain increase of pollution.
Robinson Pond, on the Wading River, North of Williams St. in Mansfield could be again flooded by the construction of an inexpensive spillway control and structural improvement to present dam at William St. About twelve million gallons of water would be impounded. The land owners surrounding said Pond are in favor of this work.
104.
Annual Report
Report of the Public Works Department continued
Spring and Fall runoff in Wading River, in the amount above, could be retained for supply during the summer season.
The land surrounding the Bank St. water supply well should be purchased without delay because the owner wishes to sell and if realized will result in building devel- opment with certain well pollution since the Bungay River supplies subsurface water to said well.
The City cannot afford to lose this valuable supply.
Land is in two parcels and extends to Holden Street from Bank Street and contains about 11. 7 acres. The asking price is $10, 000. 00 for both parcels.
The dual chlorination equipment for all stations, as required by the Massachusetts Department of Public Health, will be installed in 1962.
SEWER DEPARTMENT
The planned improvement to the existing sewer disposal plant, demanded by the Massachusetts Department of Public Health, is expected to be advertised in the summer of 1962. Construction will begin shortly after and work should be com- pleted in the spring of 1963. This work is mandatory because of the pollution of the Ten Mile River by Attleboro sewerage plant effluent. Said river is the primary source of water supply for the City of East Providence, R. I.
The plant must operate twenty four hours per day and will require two additional semi-skilled operators for constant supervision. Two more laborers for outside bed cleaning and general installation maintenance must be provided. Total plant investment will be substantially over one million dollars and is, of course, so vital to the City welfare, that personnel, sufficient for safe operation, should be provided without question.
The overall accomplishments of the Department for the year 1961 can be, and are, attributed to the field supervision of Foreman Proulx, Highway Division, and Fore- man Probert of the Water Division plus the loyal support of all personnel.
Byron Blanchard, Master Mechanic in the Repair Division, has kept all equip- ment in operation in all Public Work Divisions which include trucks, power shovels, pumps, sewerage plant and all small power tools. He will set up the new 5 M. G. D. pump and motor to be installed at the West Street Station in 1962. The remarkable mechanical ability of this man, plus the support of the skilled men working under his direction, is very evident in the handling of snow plowing emergencies. Down time of trucks in a storm is very small compared to mileage covered.
Burdon Blanchard, Chief Operator, in charge of Water pumping and treatment operations, also checks periodically, the several sources of supply, to determine the amount of pollution. He is to be complimented upon his overall efficiency and interest. The cooperation of John Harvey, Health Agent, with this department to
105.
Annual Report
Report of the Public Works Department continued-
to check water pollution is greatly appreciated.
Louis Lamoreaux, Sewerage Plant Operator, has a certificate of proficiency from the New England Sewerage Association, and will supervise the new plant when in operation.
ENGINEERING DEPARTMENT
This Department has operated to the limit of insufficient personnel, under the capable supervision of Ernest Jost, a graduate of Northeastern University at Boston.
Two Field Parties, one on construction and the other on miscellaneous duties as, water main, service and gate layouts, sewer connections and a. tnultitude of unsche- duled detail allows no time for precise street layour surveys, locating position for highway street bounds and many other engineering details encountered in routine operation.
Another Field Party of two, but preferably three men, should be available for surveys required for all preliminary construction planning.
A full time Engineer, with construction experience, should be added to Engineering to act as part time consultant and inspector for plat development. Remainder of his time would be allocated to Public Works detail as required.
The proper City Official should investigate the possibility of extending the present vault structure up to the third floor, to make available to this Department, sufficient area for safe storage of plans, note books, and all vital operating records. An in- spection of the present vault on the second floor, which must be shared with several other Departments, will show the deplorable condition, under which, Public Works Department plans and vital records must be stored in this wholly inadequate area.
ADMINISTRATION
The Public Works Office is the nerve center for the operation of the Highway, Water and Sewer Divisions and is the contact point for all Public Relations per- taining to Department operations.
Miss Mildred Masse is in charge of the office and is responsible for the bookkeeping record for all accounts, the processing of over six thousand water bills twice each year and the many other details "sach as gasoline records, routine payroll, street open- ing permits, water service and main cost guarantee details etc. The total amount recorded as expended in 1961 through the Administration office is $1, 130, 626. 49. 1961 water sale revenue was $435, 000. 00. Miss Masse is assisted by four clerks for routine office detail outlined.
It is planned to request funds in the 1962 budget for a Radio Communications installation connecting highway and water foremen's trucks and West Street Pumping
106.
Annual Report
Report of the Public Works Department continued-
Station with the Base Unit in the Administration Office for all emergency directives and field reports.
My personal appreciation is expressed to all Public Works Employees, other Department heads, Mayor and Municipal Council for their cooperation during a busy and quite successful year.
Yours truly, Russell F. Tennant Superintendent of Public Works.
107.
Annual Report
Report of the Public Works Department continued-
1961 - STREETS RESURFACED
Raeburn Drive Locust Street Tyler Street
Brownell Street Mason Street Bacon 'Street
Thornton Street
Nathaniel Paine Road
Payson Street
Kingsley Circle
Davis Avenue
Spruce Lane
Pearl Street
Atwood Street
East Street
Mckay Street
Rocklawn Avenue
Booth Street
Todd Drive
Slocum Street
Cummings Street
Holden Street
Hazel Street
Rocklawn Avenue
Powder House Road
Randolph Avenue
Boston Street
Tiffany Street
Rice Street
Cross Street
1961 DRAINAGE PIPE LINE CONSTRUCTION
Location
Pipe
Catch Basins
Manholes
South Main St. at #405
30' - 10"
V. C.
Clifton Street
507' - 10"
Conc.
3
2
Flora Road
60' - 10"
Cement
1
Mason Street
39' - 8'
V. C.
2
Sweetland Avenue
267' - 10"
Cement
3
Holly Street
111' - 21"
R. C.
6
2
533' - 18"
R C.
Randolph Avenue
363' - 10"
Conc.
5
Carpenter Street
360' - 12"
R. C.
3
2
Seven Mile River Drive
90' - 12"
V. C.
Rocklawn Avenue
26' 8"
C I.
2
George Street
374' # 10"
Conc.
4
1
Clarence Street
20' - 30"
Corr.
Lindsey Street
36' - 10"
Conc.
2
Pond Street
24' - 12"
V. C.
Pike Avenue
36' - 10"
Conc.
1
1961 - CULVERTS
Leedham Street' (Repl. )
52' - 15" Corrugated Pipe
Bacon Street
(Ext. )
12' - 15" Reinforced Cement Pipe
County Street. (Repl. )
52' - 12" Corrugated Pipe
108.
334' - 15"
R. C.
70' - 10"
Conc.
28' - 8"
C. I.
Annual Report
Report of the Public Works Department continued-
1961 - SEWER CONSTRUCTION
Length of Pipe
Total Length
No. of Number M. H. of
00 8
10"
12"
by St.
"Ys"
AC AC VC AC
VC CI
AC
North Ave.
1425
1425
6
19
Walton St.
647
647
3
4
Trunk Line to Catholic Sch.
3411
17
18
Holcott Dr.
146
70
216
2
3
Ingraham St.
300
300
2
4
Hanisch. Rd.
620
620
4
7
Hillcrest Dr.
300
300
1
7
Raeburn Dr.
500
500
3
6
Locust St.
185
185
1
3
No. Ave. under Route I - 95
603
603
3
1
Totals
300 1250
1420 3556 185 70 1425
8206
42
72
Key AC - Asbestos Cement, CI - Cast Iron - VC - Vitrified Clay
Total length of Sewer Main
8,206'
1. 5542 miles
Miles of Main
December 31, 1960
48. 6657 miles
Total Sewer Main December 31, 1961
50. 2199 miles
SEWER CONNECTIONS - 1961
Total connections - January 1, 1961
2709
Buildings Served
2921
Connections added during 1961
33
33
2742
2954
STREET LIGHTING
Number and kind of lights in use December 31, 1961
100
C. P.
1562 -
$ 18. 00
each per year - All night lights
100
C. P. -
77 - $ 25.00
11
11
11
11
11
11
250
C. P. -
79 - $28.00
=
11
11
=
11
350
C. P. -
16
- $ 40. 00
11
11
11
11
e
1500
M. V. - U. G. 1/2
60
$ 91.00
11
11
11
One h'ålf Night lights
1500
M. V. - U. G. . 01
33
- $115. 00
1500
M. V. - O. H.
63 - $ 95.00
11
11
11
11
11
2100
M. V. -
19 -
$100.00
11
=
11
11
11
=
700
C. P. -
66
$ 55.00
=
=
=
11
11
=
11
11
109.
Street
Annual Report
NEW SERVICES - 1961
SIZE
NUMBER
LENGTH IN FEET
TOTAL COST
3/4 inch
167
10710'
$
13,357. 03
1
inch
5
918'
923.54
1 1/4 inch
3
840'
1,167. 84
1 1/2 inch
1
267ª
440. 97
2
inch
1
2371
657. 20
3
inch
1
25'
344. 78
6
inch
トー
159. 5'
2,424. 94
6
inch
3
245.1'
2,024. 95 (Fire Service)
8
inch
1
284. 6'
1,473. 18 (Fire Service)
Totals
183
13,686.2'
$ 22,814. 43
SERVICE REPLACEMENTS - 1961
SIZE
NUMBER
LENGTH IN FEET
TOTAL COST
3/4 inch
6
174. 5'
262. 95
1
inch
1
64ª
104. 24
1 1/2 inch
1
37ª
185. 79
Totals
8
275. 5°
$552. 98
HYDRANTS
Total Number of Hydrants - 12. 31. 61 - 1202
1961 WATER MAIN LINE EXTENSION
14"
6"
8" 10"
12"
Hydrants
Tiffany Street
96 1
1
Clifton Street
383. 5'
1 1
Slocum Street
246. 5'
1
Hillcrest Drive
418. 5'
1
John Williams Street
91 '
-
Powder Hse. Rd. )
Liberty Lane
1
1586. 8'
2
Musket Road
1
Burt St.
208 '
Anderson Ave
258. 2 '
1
Ingraham St.
226. 8'
-
Ellis St.
11. 2'
425.2'
11. 5'
1
Orchard Lane )
114. 7ª
353. 3'
1
Sherwood Rd. )
-
110.
Annual Report
Report of the Public Works Department continued-
1961 - WATER MAIN LINE EXTENSION cont.
14"
8"
10"
12"
Hydrants
1
Bretton Woods Drive)
1111. 2'
Holly Street )
Brookside Drive)
Northfield Road )
880. 5'
426.3'
2
Westfield Road
Sweetland Avenue
584. 8'
1
Fairfield Ave
103. 2'
Brander Road
172. 5'
Dewey Avenue
943. 9'
1 112 2
County St. (6)
932. 4'
13. 8' 3544. 8ª
7
(1) Phillips St. (loop)
Pearl St. (Cost for Guar. )
533. 6'
2
284'
Edgewood Avenue
559. 1'
1
West Street (Repl. )
623. 4'
-
Hemlock Drive )
Wingate Lane )
2213. 9'
4
Hickory Road )
Oxbow Drive )
391'
382. 9'
1
Old Farm Lane)
Knott Street
534'
1
Holden Street 1
Starkey Ave. (Repl. )
343. 9'
44. 2'
5275.5'
-
Grinnell Road )
Prescott Street
113'
Fuller Sanitarium
15. 4'
108. 7'
1132'
2
Rathbun Willard Drive
33'
1352'
1828'
7
Service Rd. "B"
65
418'
1
Thacher St. (Repl. ) 10'
521
-
Deanville Rd. (Repl. )
8'
396'
-
North Avenue (Repl. )
5'
1
10" 13747'
3637. 4' 6861. 3'
9589. 5'
46
Miles of Main Jan. 1, 1961
126.799
Miles of Main added in 1961
5. 866
Miles of Main December 31, 1961 132,665
-
Clifton St. (Repl. )
1777'
2486'
5
Service Rd. "A"
Annual Report
Report of the Public Works Department continued- EXPENDITURES - 1961 - PUBLIC WORKS DEPARTMENT
CHARGES TO DECEMBER 31, 1961
Administration:
Superintendent's Salary
$ 7275. 00
Asst. Engineers Salaries, etc.
31346. 79
Clerical Labor
14132. 72
Engineering Supplies
1218. 58
Office Supplies
174. 49
Insurance
139. 28
Telephone
265. 20
Incidentals
164.45
New Equipment
380.00
$55,096.51
Highway Division:
Labor
$ 149,758.00
Resurfacing
32,697. 37
Drains
4,499. 85
Street Sweeping
4,072. 42
Street Patching
7,860. 08
Street Cleaning
537.66
Sidewalks, Repair
2,005. 46
Road Rollers
1,084.64
Road Oil & Tar
7,652. 82
Bridges, Fences & Culverts
1,107. 91
Crushers
3.19
Insurance
8,138. 35
Signs, Clock & Numbers
517.38
Snow & Ice
9,700. 27
Sidewalks & Curbing
356.06
Incidentals
138.68
Phones
794. 01
Fuel & Light-Highway Garage
2,278. 63
$ 233,202. 78
112.
Annual Report
Report of the Public Works Department continued-
Street Lighting
$ 53,520. 07
Water Division
Maintenance Payroll
$ 76,487. 61
Maintenance Material
1,416.70
New Meters
7,283.67
Services
19,149. 34
Main Line Maintenance
6,063. 41
Shop and Barn
2,043.92
Insurance
3,166.06
Taxes
1,355.25
Incidentals
67. 66 $ 117,033. 62
Main Line Extension (Labor)
500.00
Special Main Line Extension (Material)
14,208.46
1959 Water Main Installations (Rev. )
1,337.07
1960 Water Mains
111,637. 43
Water Main Installations #1 (N. R. )
16.77
Route 95 Water Main Improvements
12,434.00
Pumping Station Division
Payroll
$22,660. 39
Overtime
879. 03
Fuel
1,038.60
Oil
237. 04
Pumps
1,045. 04
Cleaning Filter Beds
760. 24
Care of Equip. Grounds & Beds
7,564. 42
Phone
517.50
Incidentals
23.00
Chemicals
20,785.62
Elec. Power & Light-Luther Dam
55,305. 68
Insurance-Pumping Equipment
3,156.21
Wading River Gaging Station
540.00
1960 Other Expenses
349. 02
$114,861. 79
Sewer Division
Filter Beds
$ 9,468. 11
Repair & Care
435.93
Treatment Plant-Power & Maint.
5,125. 88
$ 15,029. 92
113.
Annual Report
Report of the Public Works Department continued
George Doucette Pension Account
1,519.44
Bert F. Madden Pension Account
1,063.92
Parker E. Carpenter Pension Account
2,109.12
Emergency Labor Account
1,700.00
Equipment Replacement Fund
18,137. 31
New-Equipment
31,182. 93
Chapter 718 Acts of 1956
4,015.59
Chapter 90 Starkey Avenue
3,625.19 69.59
Cliff St. Bridge
1,700.00
Knott Street Drainage
120.00
Hatch Rd. , Clifton St. & Town House Rd. Drainage
842.85
Thacher St. - South Ave. Sidewalk Account
1,052.40
Sanford St. Parking Lot
474. 96
Union St. Parking Lot
110. 04
Rubbish Collection Accoum
600.00
Gasoline Dispensary Account
19,927. 01
Repair Division Material
42,677.58
Reservoir, Filter Beds, Standpipe & P. S Const.
173,597. 52
Additional Well Field Dev. & P. S. Equipment
10,265.95
Sewer System Ext. Study
1,696. 91
Cummings St. Sewer Installation
228.30
Payson St. Sewer
132. 99
Davis Ave. Sewer
108. 00
Thornton St. Sewer
3,454. 00
Raeburn Drive Sewer
2,448.00
Sanitary Sewer Const. (N. R. )
23,891. 11
North Ave. Area Trunk Line Sewer
34,000.00
Rifle Range Maintenance
23.40
Electric Welding Unit
1,550. 00
Hanisch Road & Hillcrest Drive Sewer
589. 75
Additional Water Supply Holden St. Well (Rev. )
11,840. 62
Roelridge Acres Drainage (Rev, )
902.64
Land Taking Rathbun Willard Drive & Dennis St.
42. 50
Norgate Road etc. Sewer Bond (Rev. )
3,161. 74
Ingraham St. Sewer
1,521. 00
Gardner St. Side & Curbing
1,365.71
Bank and Peck St. Curves
$ 1,130,626. 49
114.
Annual Report
Report of the Public Works Department continued
PUMPING RECORDS - 1961
WATER CONSUMPTION
MONTH
TOTAL GALLONS
PER DAY Max. Gals.
PER DAY Min. Gals.
PER DAY Average Gals.
January
179,605,000
6,624,000
3,862,000
5,793,700
February
172,639,000
7,018,000
3,971,000
6,165,700
March
183,983,000
6,741,000
3,863,000
5,934,900
April
181,726,000
7,158,000
4,080,000
6,057,500
May
198,365,000
7,886,000
4,268,000
6,398,900
June
206,812.000
7,664,000
4,710,000
6,893,700
July
172,537,000
7,465,000
3,620,000*
5,565,700
August
216,827,000
8,073,000
4,437,000
6,994,400
September
212,841,000
8,420,000 **
4,889,000
7,094,700
October
207,200,000
7,513,000
4,686,000
6,683,900
November
185,309,000
7,752,000
4,277,000
6,177,000
December
179,063,000
6,784,000
3,915,000
5,776,200
Total 2,296,907,000
* Minimum per day
** Maximum per day
Total for Year 2,296,907, 000 gallons
Average for Year 6,292, 900 gals. per day
Maximum day for Year September 12, 1961 - 8, 420, 000 gals.
Min, day, for Year July 17, 1961 - 3,620, 000 gals.
Maximum week of Year
September 10, 1961 to September 16, 1961 - 53,453, 000 gals.
115.
Annual Repor
Report of the Public Works Department continued
Comparative Precipitation Report ( Recorded at So. Attleboro Pumping Station )
Month
1956
1957
1958
1959
1960
1961
Preci- pitation- Snow
Preci- pitation Snow
Preci- pitation
Snow
Preci- pitation
Snow
Preci- pitation Snow
Preci- pitation-Snow
Jan.
4. 78 |
13.50
2. 01" 19. 00'
7, 49"
6.50
2.21'
4.00"
3. 43 111. 75
2.301
18. 00"
Feb,
4,12"
8. 75
1.78"
7.00'
3.10"
14. 50"
3.66"
7.75"
5. 42'
1.25"
2. 99"
16. 50"
Mar.
5.07"
40. 00'
2. 86"
8. 50'
3. 80"
6.175
11. 25'
2. 72" 23. 00"
4. 76"
10.00
-
Apr: 3. 27'
2. 50
4. 48"
7.57"
5. 50'
4.34"
3.86"
5.04"
May
2. 40"
1. 88'
3.77ª
1.06"
4. 19"
5.76"
June
1. 39"
1.98"
1.77"
6. 44'
0.72"
1. 52"
July
4.68"
0.27"
3. 53"
5.26"
5.611
5.31"
Aug.
1. 89"
2.53"
3. 48"
3.40"
2. 56"
3.08"
Sept.
4. 46"
1. 01"
6. 43"
1.11"
7.30"
7.93"
Oct.
3. 81"
1.68"
3,20"
6,73"
2.85"
2.48"
Nov.
3. 46"
4. 61"
2.97"
4.85"
. 25 2.60"
2. 94"
2. 50"
Dec.
5. 44"
11. 25
6. 33"
1.80"
7. 00"
4. 44"
3 25!
3.73 15. 50"
3.10" 11. 50"
Total
44. 77
76.00'
31. 42"
34. 50'
48. 91"
33. 50
49.67"
26.50
44. 99 51. 50
52.21 58. 501
:
116.
Manual Report
REPORT OF THE CUSTODIAN OF PROPERTY 1961
To the Honorable Cyril K. Brennan Mayor of the City of Attleboro
Dear Mr. Mayor:
-
Report of the Custodian of Property acquired by the foreclosure of Tax Titles for the year 1961.
During the year I have had offers and sold many parcels of Tax Title property that have been on the Assessors non taxable records for many years. The offers are made to this office and transmitted to the Mayors Office and the Municipal Coun- cil who authorize sale of said properties at or about the assessed valuation of each parcel.
During the year 1961 the following parcels were submitted with the offers made therefore.
1. One lot of land on the east side of Thacher Street, being lot #548 on New Plat #44. $360. 00
2. Two lots of land on the east side of Tyson Place, being lots #80 and #81 New Plat #6. $100. 00
3. One lot of land at corner of Tondreau and Mary Street, being Lot #156 New Plat #33. $500. 00
4. One lot of land on the west side of Hamilton Street, being lot #147 New Plat #81. $ 75. 00
5. Two lots of land on the north side of Brown Street, being Lots #416 and #417 New Plat #5. $100. 00
6. Two lots of land on Camp Street being lots #204 and #205 on New Plat #103. $100.00
7. Four lots of land at Bearcroft being shown as Lots #14, 31, 32, and 60 on Bearcroft Plan. $ 50.00
8. Three lots of land on the south side of Bacon Street, being Lots #241, 242, and 243 New Plat 16. $ 90.00
117.
anhmuar Repu
Report of the Custodian of Property continued-
9. Two lots of land on the west side of Davis Avenue, being lots #44, and #45 on New Plat #42, 50.00 $
10. For one lot of land on Thomas Avenue, being shown as Lot #7 New Plat #10. & 550.00
11. For two lots of land on the coast side of Hawthorne Avenue shown as Lots #129, and #157 New Plat #6. $ 200.00
12. For one lot of land on the north side of Jessie Avenue shown as Lot #107 New Plat #5. $
100. 00
13. One lot of land on the south side of Arcadia Avenue being Lot #283 New Plat #72. $ 15.00
14. Five lots of land on the north side of Hillcrest Avenue being lots #460, 461, and 462 and lots #528, 529 on New Plat #72. $ 160.00
15. Thirty-two lots of land on north side of Zoar Avenue being Lots #364 to #373 inclusive, Lots #432 to 441 inclusive; Lots #374 to 380 inclusive; Lots #427 to 441 inclusive all on New Plat # 70. $ 580.00
16. Six lots on the south side of Sagamore Road being Lots #499 to #501 and #434 to 436 on New Plat #36. $ 500. 00
17. Ten lots on the north side of Arcadia Avenue being lots #291 to #295 and #318 to #322 on New Plat #72. $ 300.00
18. A portion of land on the north side of Newport Avenue formerly owned by Davidson and being apart of Lot #36 New Plat #67. $ 100.00
19. For five lots of land on the east side of Newport Avenue and being Lots #163-164, #460-461-462 on New Plat #72. $ 100. 00
20. Two additional offers on Lot #7 New Plat #10, one at $700,00 and one at $725. 00. $1425. 00
21. For three lots on the south side of Simpson Avenue being #512 to #514 New Plat #72. $ 100.00
22. For two lots of land on the west side of Cumberland Avenue being Lots#22 and #33 on New Plat #9 and two adjoining lots being #23 and #24 on New Plat #9. $ 150.00
118.
1
)
)
Annual Repo.
Report of the Custodian of Property continued-
23. For one lot on the East side of Allen Avenue being Lot #192 New Plat #3. $ 50.00
24. For four lots of land on the north side of Turner Street being Lots #81, 82, 91 and 92 New Plat #16. $ 600.00
25. For one lot of land on the south side of Chestnut Street being Lot #354 New Plat #60.
$ 100.00
26. For one lot of land on the north side of Pleasant Street being Lot #183 New Plat #63. $ 400. 00
27. For 4 lots of land on the north side of Ingraham Street being Lots #320-320A-321-321A New Plat #45.
$ 120.00
28. For 10 lots of land on the east side of Burt Street being Lots #15 to 24 inclusive on New Plat #81A.
$ 200.00
29. For 3 lots of land on the south side of Harding Avenue being Lots #277-278-279 New Plat #5. $ 150.00
30. One lot of land on the east side of Sycamore Street being Lot #174 New Plat #6. $ 100.00
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.