USA > Massachusetts > Middlesex County > Newton > Town of Newton annual report 1891 > Part 17
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15 43
Eliot street,
268 64
Elm street, .
7 00
Everett street,
13 56
Fairmount avenue,
28 77
Farlow Park,
4 31
Farwell street,
4 87
Fayette street,
12 75
Forest avenue,
12 43
Forest street,
71 76
Franklin street,
29 13
Freeman street,
104 23
Fuller street,
369 86
Gardner street,
3 57
Gibbs street,
124 45
Grafton street,
293 02
Greenough Street Brook,
48 03
Grant avenue,
25 24
Grassmere street,
16 72
Grove Hill avenue,
50 42
Amount carried forward,
$7,331 13
33
HIGHWAYS.
Amount brought forward,
$7,331 13
Grove street,
34 72
Hall street,
6 30
Hamilton street,
22 85
Hammond street,
211 09
Harvard street,
28 77
Highland avenue,
124 38
Highland street, .
23 74
Hillside avenue, .
70 42
Hollis street,
37 30
Homer street,
114 91
Hovey street,
2 25
Howard street,
17 77
Hunnewell avenue,
87 79
Hunnewell terrace,
121 06
Hunter street,
71 23
Hyde avenue,
93 66
Irving street,
30 00
Ivanhoe street,
1 29
Jefferson street, Jenison street,
5 44
Jewett street,
8 56
Judkins street,
11 66
Kenilworth street,
8 66
Kenrick park,
136 27
Kenrick street,
97 07
Kimball court,
6 03
Kimball terrace,
6 39
Kingsbury street,
11 54
Lakeview avenue
53 56
Lexington street,
62 18
Lincoln street,
59 81
Linder terrace
28 41
Amount carried forward,
$8,949 86
23 62
34
REPORT OF CITY ENGINEER.
Amount brought forward,
$8,949 86
Linwood avenue
23 08
Lombard street,
66 48
Lothrop street,
5 42
Lowell street,
74 36
Maple street,
21 79
Marlboro street, .
14 62
Marshall street,
29 95
Middle street,
6 34
Mill street
17 71
Montrose street,
7 02
Mount Ida street,
12 20
Mount Vernon street
17 16
Morse street,
38 56
Murray street,
51 87
Needham street,
53 87
Nevada street,
78 97
Newton square,
275 14
Newton Highlands,
20 08
Newtonville avenue,
454 23
Newtonville square,
461 67
Nonantum place,
328 40
Nonantum square,
30 48
Nonantum street,
36 30
North street,
72 42
North school street,
22 35
Oak Hill district,
1194 86
Orchard street,
13 80
Otis street,
2150 44
Park street,
260 96
Parsons street,
17 47
Peabody street,
24 43
Pearl street
768 24
Amount carried forward,
$15,599 92
35
HIGHWAYS.
Amount brought forward,
$15,599 92
Pembroke street,
78 31
Perkins street,
13 87
Pine street,
52 58
Preseott street,
16 85
Prinee place
9 25
Prince street,
28 71
Prospect avenue,
5 68
Richardson street,
18 58
River path,
54 77
River street,
148 13
St. James street, .
13 60
Sargent street,
276 35
Sections Nos. 1, 2, 3 and 7,
2,340 26
Seetions Nos. 4, 5 and 6,
1,077 93
Seetions Nos. 8, 9 and 10,
996 55
Skinner land,
12 14
South street,
12 27
Spruce street,
4 50
Stanton avenue,
4 00
Station street,
8 50
Summer street,
13 70
Summit street,
38 68
Temple street,
186 90
Thornton street,
97 17
Town street,
23 39
Tremont street,
119 30
Turner street,
23 03
Union street,
316 00
Valentine street,
89 54
Vernon street,
60 58
Waban street,
10 80
Walker street,
9 75
Amount carried forward,
$21,761 59
36
REPORT OF CITY ENGINEER.
Amount brought forward,
$21,761 59
Walnut street,
926 07
Waltham street,
481 20
Washington park,
18 01
Washington street,
2,448 86
Watertown street,
977 13
Waverley avenue,
1,087 82
Wesley street,
13 07
West street,
25 55
Williams street,
4 37
Willow street,
102 31
Winchester street,
78 10
Wiswall street,
9 76
Winthrop street,
173 32
Woodbine street,
55 44
Woodland avenue,
100 52
Broken stone to private parties,
946 70
Care of snow,
3,129 21
Cleaning crossings,
825 10
Cleaning gutters,
5,263 19
Gravel pits,
2.615 33
Patching streets,
2,728 50
Picking stones,
544 87
Portable engine,
357 38
Purchase of horses,
1,290 00
Repairing crusher,
379 07
Repairing tools, .
314 80
Repairing washouts,
194 77
Road scraper,
11 70
Sanding sidewalks,
1,382 16
Stable account,
3,646 02
Steam drill,
3 87
Steam roller,
620 48
Amount carried forward,
$52,516 27
37
HIGHWAYS.
Amount brought forward,
$52,516 27
Stone sifters,
40 70
Storing stone, 1,559 31
Superintendent's salary,
2,500 00
Tools,
1,218 59
Randall's highway yard,
4 73
Miscellaneous,
2,532 14
Total,
$60,361 74
Highway Widening and Reconstruction.
Amount appropriated by the City
Council for the year 1891 $25,000 00
Amount expended as per superin- tendent's and assistant superin-
tendents' record of work, .
22,581 07
Amount charged by auditor to other appropriations, 292 93
Amount expended as per auditor's records, ·
$22,288 14
Balance unexpended,
$ 2,711 86
38
REPORT OF CITY ENGINEER.
The following table shows in detail the expenditure under this appropriation : -
STREET.
WARD. LOCATION AND DESCRIPTION OF WORK.
COST.
Arlington,
7 Between Belmont and Marlboro Sts.
$ 990 04
Bellevue, .
1 Centre St. to Newtonville ave.,
1,257 43
Boyd and Emerson,
1 Includes $69,26 for drain,
1,393 67
Boylston, .
5
From Circuit ave. to Rockland Place
1,927 24
Cabot and Harvard,
2
Washington to Walnut St.,
1,766 11
Centre,
5,6
From Rogers to Clark St.,
2,428 17
Chapel,
2
From Watertown St. north,
1,996 82
Elliot,
5
Oak St. to Columbia ave.,
800 00
Hammond,
.
6
Through the ledge east of Beacon St.
960 32
Hammond,
.
6
From B. & A. depot to Kingsbury St. (this includes $894,38 for drain)
3,277 33
Pearl,
1
Jewett to Garden Sts., .
300 01
Woodland ave.,
4
Washington to Maple Sts ,
2,609 35
Woodland ave.,
4
Maple St. to Central ave.,
1,876 80
Washington,
4
Wales St. to Charles river,
997 78
Total,
$22,581 07
Removal of Ashes.
The collection of ashes is made by the highway depart- ment, under the direction of the Highway Surveyors : Amount appropriated by order of the City Council
for the year 1891, $5,000 00
Total amount expended as per superintendent's and assistant superintendents' records of work,
4,933 37
Balance unexpended, $66 63
The following statement will show the cost of the col- lection of ashes for each ward, and the day of the week on which the collection is made :
Wards 1 and 7, Thursday, $1,270 98
Ward 2, Friday,
859 57
39
HIGHWAYS.
Ward 3, Saturday,
759 62
Ward 4, Monday,
624 96
Ward 5, Tuesday,
591 60
Ward 6, Wednesday, .
715 96
Cost of labor, as per superintendent's and as- sistant superintendents' records of work, . $4,822 69 Maintenance of carts and harnesses,. 55 86
Blacksmithing,
54 82
Total,
$4,933 37
Sidewalks and Street Crossings.
Amount appropriated by order of
the City Council for the year 1891, $18,000 00,
Amount expended as per superintendent's and assistant superintendents' record of work, .$19,229 00
Amount charged by Auditor to
other appropriations, 1,769 80
Amount expended as per Auditor's records, $17,459 20
Balance unexpended, $540 80
The following table shows the number of square yards of concrete sidewalks and street crossings, laid and repaired, and the cost of all sidewalks and crossings constructed during the year :
SQUARE YARDS OF CONCRETE.
STREET.
WARD.
SIDEWALKS.
CROSSINGS.
COST.
REMARKS.
New.
Relaid.
Repaired.
Repaired.
New.
Alpine,
3
$ 29 78
Auburndale ave.,
4
129 78
Bacon,
7
15 38
Beacon,
4
60 12
264 82
Partly gravel.
Beacon,
6
.
..
....
Partly gravel.
Bellevue,
1
327 00
32 04
46 38
Bourne,
4
86 89
Bowdoin,
10
41 67
.
.
.
·
213 69
Bowen,
6
74 28
48 30
36 08
140 41
Cabot,
7
.
54 44
59 63
California,
1
9 50
Gravel.
Carleton,
7
25 40
Gravel.
Centre,
2,6
22 72
99 11
Partly gravel.
Central ave.,
2
12 48
9 36
Chapel,
2
182 38
117 40
Charles,
4
.
.
.
39 50
Cherry,
3
116 00
87 00
Chestnut,
3
28 50
161 21
Church, .
1
591 88
18 00
26 74
781 22
Church,
.
75 58
241 23
368 44
105 53
652 77
Clark,
.
.
.
Gravel,
Clyde,
2
547 44
...
..
50 71
349 21
Columbus,
5
30 29
144 40
Partly gravel.
REPORT OF CITY ENGINEER.
. .
.
343 72
Berkeley,
3
.
. .
.
.
·
.
.
.
.
..
.
.
..
.
.
..
.
.
.
.
.
.
.
79 09
146 16
.. .
Gravel. Partly gravel.
5 50
Boyd,
1
.
Gravel.
Partly gravel.
7
6
72 62
.
.
Gravel. Gravel. Gravel.
40
41
HIGHWAYS.
Partly gravel.
f Concord,
·
4 7
17 07
9 80
Copley,
12 75
Gravel.
Cotton,
6
Craft,
2
95 61
Crescent,
16 25
Crystal,
6
.
.
.
.
.
·
.
.
.
..
.
. .
. .
.
..
Gravel.
Derby,
Gravel.
Durant,
7
Eldridge,
7
36 14
67 14
50 10
Elmwood,
1
120 30
94
39 25
Fairmount ave.,
1
80 50
92 85
Partly gravel.
Fairview,
Gravel. Gravel.
Fayette,
1
7 75
127 92
95 02
Forest,
5
.
Gravel.
Fountain,
3
Franklin,
7
132 98
46 04
157 44
Fuller,
3,4
Gardner,
1
69 77
26 62
45 93
116 85
Gibbs,
6
116 97
30 45
.
.
.
26 25
Gravel. Gravel.
Grafton, .
6
.
.
·
.
. . . ...
51 75
Grassmere,
107 72
Greenough,
4
.
.
.
.
115 17
Grove,
4
.
·
.
29 00
18 85
Hall,
1
Hamilton,
4
.
Gravel.
Cypress,
6
37 85
Gravel.
Davis,
68 23
3
.
.
.
68 99
Emerson,
30 58
4 82
.
26 75
86 37
Gravel.
88 86
Glenwood ave.,
6
16 15
239 51
Gravel.
Grant ave.,
6
.
·
. .
...
Gravel. Gravel.
2 25
.
.
.
.
.
28 74
3
Gravel. Gravel.
85 16
136 29
.
.
80 00
122 13
3
20 46
27 34
.
8 22
SQUARE YARDS OF CONCRETE.
STREET.
WARD.
SIDEWALKS.
CROSSINGS.
COST.
REMARKS.
New.
Relaid.
Repaired.
Repaired.
New.
Brought forward, .
Hammond,
6
Hartford,
5
83 85
42 40
Harvard,
2
128 50
56 86
High,
5
2
38 26
212 72
640 30
570 50
Highland,
3
270 77
472 96
38 72
23 53
649 44
Hillside ave.,
3
163 37
Homer,
1
3 33
106 99
72 85
Hovey,
.
.
7
294 64
167 85
Hunter, .
3
...
.
.
Gravel.
I lyde ave.,
1
.
.
.
.
Gravel.
Institution ave.,
113 16
61 43
Jenison,
95 07
6 01
Jewett,
1
45 99
24 81
129 74
Partly gravel.
Kenilworth,
7
S 42
79 88
90 94
Kenrick park,
7
133 89
Kimball ter.,
6
..
.
..
Gravel.
Lake Ave.,
5
31 30
32 86
Laurel,
6
19 30
20 26
Lenox,
3
.
.
5
76 60
1 15
59 69
107 85
.
.
99 06
. .
487 41
Pl'k and gravel.
Gravel.
REPORT OF CITY ENGINEER.
.
.
.
Gravel.
Lincoln,
.
.
.
.
.
.
.
.
63 46
55 07
Judkins,
2
123 90
.
.
176 38
5 79
483 65
326 25
IIunnewell ave., Hunnewell ter.,
6
15 38
Gravel.
.
. .
6 13
Highland ave.,
143 01
7
11 97
7 43
2
.
11 50
42
Lowell,
2 4
57 26
3 48
263 55
Partly gravel. Gravel.
Maple,
.
Marshall,
6
46 18
157 63 659 38
Partly gravel. Repairs.
Miscellaneous, .
1,2,7
452 17
10 18
59 36
79 23
Miscellaneous, .
3,4
218 94 Repairs. 238 65 Repairs.
Miscellaneous, .
5,6
130 78
Montrose,
21 10
Pl'k and gravel.
Mount Vernon,
3
.
.
1
62 89
15 55
71 86
Newtonville ave.,
65 20
Newtonville sq.,
2
.
Gravel.
Nonantum place,
7
39 50
12 54
Nonantum,
6
. .
.
..
.
.
2
101 26
15 71
Repairs.
44 21
Pearl,
1,7
195 08
101 70
126 00
27 49
41 65
379 43
Partly gravel. Gravel.
Pembroke,
7
Perkins,
Gravel.
Prescott,
3
Prince,
3
Prospect,
3
13 12
25 08
31 24
Richardson,
1
2 33
39 44
49 24
Ridge ave.,
6
River,
72 49
Partly gravel.
St. James,
7
91 15
Sargent, .
7
452 17
Temple,
.
3
34 40
151 03
Thornton,
1
65 03
68 27
.
.
7
50 74
84 74
..
..
.
.
·
..
·
·
..
..
.
.
.
.
.
15 15
10 00
17 89
55 93
.
7
3 39
13 00
Norwood ave., Otis,
2
48 78
Park,
.
.
.
3
130 11
10 00
77 11
207 90
Pl'k and gravel.
.
..
.
.
.
.
22 37
Repairs. Gravel.
12 99
3
.
174 58
Partly gravel. Gravel.
43
HIGHWAYS.
Repairs. Gravel.
Park place,
.
7
Peabody,
7
58 59
.
.
30 10
.
..
22 72
48 79
.
44 88
10 95
.
.
.
.
SQUARE YARDS OF CONCRETE.
STREET.
WARD.
SIDEWALKS.
CROSSINGS.
COSE.
REMARKS.
New.
Relaid.
Repaired.
Repaired.
New.
Tremont, .
7
5 14
Valentine,
3
354 57
Gravel.
Vernon, .
7
255 90
165 93
Vista ave.,
4
80 95
Gravel.
Waban,
1
.
..
4 11
Gravel.
Walnut, .
2
54 07
74 39
643 80
Partly gravel.
Walnut,
5
81 45
85 44
Walcott,
4
.
.
.
1
310 12
558 91
66 58
115 87
831 30
Partly gravel.
Washington,
2
302 91
230 92
210 97
93 92
662 69
Partly gravel.
Washington,
3
247 06
12 92
197 17
Partly gravel.
Washington,
64 19
38 75
212 26
Partly gravel.
Washington,
233 19
163 11
459 53
127 55
1,253 82
Partly gravel.
Watertown,
1,2
56 83
10 77
83 45
167 80
Waverley ave.,
7
439 11
41 10
123 52
439 02
Webster, .
3
Winthrop,
3
769 61
2 50
616 79
Woodland ave.,
4
127 64
216 53
Partly gravel. Partly gravel.
Totals,
.
.
.
6,144 38
14,520 32
3,563 95
2,249 34
607 40
$19,229 00
.
.
.
.
72 81
Gravel.
Walnut Park,
2
.
.
.
.
5 87
Gravel.
Washington Park,
2
6 52
Gravel.
Washington,
.
.
.
4
.
.
.
.
.
.
44
REPORT OF CITY ENGINEER.
.
.
1
Partly gravel.
662 30
45
HIGHWAYS.
Trimming Trees.
There has been expended for trimming trees the sum of $599,91, which has been charged to the appropriation for miscellaneous expenses.
Watering of Streets.
Amount appropriated by the City
Council for the year 1891, $13,500 00
The appropriation was expended as follows : -
Paid Water Department for use of water, . . $2,100 00
Timothy Stuart, watering Ward 1, and southeast part of Ward 7, John Joyce, watering north part of Ward 7, 667 83
1,965 00
William H. Mague, watering Wards 2, 3 and 4,
3,946 66
Thomas R. Frost, watering Ward 6, J. P. Keating, watering Ward 5, Newton Cemetery Corporation, watering on Walnut street,
1,964 80
670 33
by cemetery,
24 00
Miscellaneous bills, 199 95
Total amount expended,
11,538 57
Balance unexpended, .
$1,961 43
WATER DEPARTMENT.
The meetings of the Water Board have been attended and such miscellaneous work performed as has been required by the officers of the department.
Surveys have been made, levels taken and lines given for the laying of water mains in 54 streets, having a total length of 41,415.5 feet, or about 7.84 miles. There have been located 298 services and renewals during the year.
Settlement for land taken for additional water supply has been made with 31 parties, representing an area of 297-31.100 acres, and negotiations have been entered into for a settlement for a large portion of the balance of the land taken, and there is every indication of an early adjustment of the same. Surveys and plans have been made which contemplate a re- adjustment of the line of seizure. By making the proposed change the city will acquire rights in certain desirable strips of land, and will abandon small areas of land of but little use for purposes of water supply.
Plans for obtaining an additional water supply from the land taken for that purpose, were made and submitted to the Water Board, and accepted by the Board at their meeting held May 22, 1891.
The plan contemplates the extension of the covered con- duit from Kenrick street, nearly parallel to the river, to or near the Needham line, with branch lines extending along the edges of the hard land. These extensions should be made from time to time as the increased daily use of water may require.
48
REPORT OF CITY ENGINEER.
Filtering Conduit.
Plans, specifications and contracts for placing gravel fill- ing in the portion of the filtering basin in which the conduit was laid, and for grading and loaming over the new conduit, were prepared, and the following proposals received on Feb. 13, 1891, based upon the placing of 9,600 cubic yards of gravel filling, and for moving about 1,600 yards of loam to or from spoil banks, and grading slope and banks about the filtering conduit.
Canvas of Bids.
Gravel per cu. yd. Loam per cu. yd.
Amounts.
J. A. Cahill,
18c. 26 1-2c. $2,152 00
T. F. Mague,
19c. 23c. 2,192 00
M. McDonald,
20c.
30c. 2,400 00
C. H. Hale, 22c. 25c. 2,512 00
The contract was awarded to Mr. J. A. Cahill, of New- ton Upper Falls, on Feb. 17, 1891, and the work performed in a satisfactory manner.
The gravel filling was taken from the gravel bank ad- jacent to the filtering basin on the city property. As the filling was placed, the stones were raked to the bottom of the dump and retained near the filtering conduit, care also being taken to have the best gravel placed over the conduit.
This filling was levelled off to a grade ten feet above the axis of the conduit. The manholes were finished off to a grade of twelve feet above the axis of the conduit.
The embankment around the basin was replaced where damaged on account of the construction of the conduit.
The grounds along the line of the filtering conduit were graded and levelled off, making the surface everywhere on a gentle incline from the bank of the river across the conduit line to the high ground above, thus furnishing means for the drainage of surface water to the river. The filling of several low places of considerable area required a large amount of extra filling.
NEWTON FILTERING CONDUIT
ithal Ral
==
1.
HELIOTYPE PRINTING CO., BOSTON.
49
WATER DEPARTMENT.
Loam was spread and grass seed sown over the line of the conduit from Kenrick street to the end of the old basin, covering a length of 2,220 feet, and a width of from 50 to 150 feet.
The excavation for several hundred feet at the upper end of the conduit was made through several feet of muck, which was removed over a section of fifteen or more feet wide on each side of the conduit, and the space filled with clean gravel or sand.
The following is a memorandum of the actual cost of the work : --
For placing 10,906 cu. yds. of gravel filling at 18c. $1,963 08
For grading and placing 2,338 cu. yds. of loam at 26}c. 619 57
For pay of labor and teams including extra work and
filling, which could not be satisfactorily measured, 2, 109 54 $4,692 19
The amount of water used during the year has not been sufficient to determine the amount of additional supply, which may be expected from the extension of the works, but there is every indication it will be fully equal to that anticipated, and the results of the work have proved so far entirely satis- factory.
Pumping Station.
The contract with the Blake Manufacturing Co. required that the brick foundations and sub-foundations be put in by the city. The location for the new pumps was occupied below the cellar floor by the old brick foundations on which the old pumps originally sat, and the concrete blocks built in below it in 1882, in attempts to prevent settlement that was taking place at that time, by enlarging the area of the founda- tion. There were also the concrete and brick foundations of the small pumps to be removed.
50
REPORT OF CITY ENGINEER.
The material below these old foundations was fine gravel with veins of quicksand of varying thicknesses, and the ground water rose to within one and one-half feet of the cellar paving.
On the opposite side of the building were the solid con- crete and hard pine foundations for the Worthington pumps, put in in 1883, and extending over half the width of the building. $
This foundation extended down to grade 84.75 on the edges, and 85.75 in the central portion. The level of the bottom of the new brick foundations called for by the plans prepared by the Blake Manufacturing Co. was 92.33, with a small section under the air pump down to 90.33.
The sub-foundations for the pumps occupied the entire eastern portion of the building, and the excavation made to grade, and the entire space filled with American cement con- crete, composed of one part of American cement, two parts sand, and five parts stone.
In order to give additional rigidity to the mass, pieces of old iron railroad rails twenty-nine feet long were laid in the bottom of the excavation, and the concrete laid over them.
A Carson trench machine was rigged up, passing through the northwest window of the engine room, and used for re- moving the material excavated, and gave satisfactory eco- nomic results.
Contracts and specifications for furnishing the granite and putting in the brick work for the foundations were pre- pared, and proposals were received from the following parties : -
Leach & Grant, of Boston, at $7.00 per cu. yd., $760 55 Burnham & Davis, of Newton, at $8.67 per cu. yd., 913 00
For furnishing granite necessary in pump foundations : - Robert M. Gill & Co., Waltham, $695 00 F. A. Hale, Fitchburg, 720 00
51
WATER DEPARTMENT.
F. A. McAuliffe, Fitchburg, 740 00
Geo. Terrell, Fitchburg, 825 00
Alex. McDonald, Cambridge, 875 00
Mr. Gill not bidding with a full understanding of the requirements of the contract, and declining to take the con- tract upon the terms called for, the contract was awarded to Mr. F. A. Hale of Fitchburg, for the sum of $720 - the contract for brick work to Messrs. Leach & Grant, of Boston.
In order that more space might be had in the boiler room in front of the new boilers to be set, it was decided to make an addition to the building about six feet eight inches deep, and the width of the building.
Contracts, plans, and specifications were drawn for making this extension, for taking down the brick work and removing the old boilers, the city to furnish brick, cement, and sand.
Proposals for furnishing materials required, and for doing the work, were received from the following parties, and for the following sums : -
Messrs. Leach & Grant, Mason and Carpenter work, $1,895 00
Lyman A. Ross, Newton Highlands, Mason and
Carpenter work, 1,500 00
Burnham & Davis, Newton, Masonry, 700 00
Henry H. Hunt, W. Newton, Carpenter work and Painting, 549 00
The contract was awarded in two sections, to Messrs. Burnham & Davis, and Henry H. Hunt.
Pump and Boiler.
Work on the new pumps and boilers, which were fully described in the City Engineer's report for 1890, has pro- gressed, and while the pumps and engines have been set up and operated, the designers and manufacturers have not per- fected them to their complete satisfaction, yet there is every
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REPORT OF CITY ENGINEER.
indication that they will fully equal the contract requirements in efficiency.
One of the boilers made by Edward Kendall & Son of Cambridgeport has been delivered. The second boiler is made and will be delivered as soon as the first boiler can be connected with the Worthington engine, and the old boilers removed out of the building.
The construction of the engine, pumps, and boilers have been carefully inspected during their construction by Mr. F. W. Dean, Mechanical Engineer of Boston, Mass., and the work carried on under his supervision, and much of the credit for the excellent quality of the machinery is due to his intelligent advice. He designed the piping for connecting the high pressure boilers with the Worthington engine, and proposals for furnishing and erecting the piping and fittings were obtained from the George F. Blake Manufacturing Co. of Boston for $925, and from Edward Kendall & Son of Cambridgeport for $690. The contract was awarded to Edward Kendall & Son.
Reservoir.
Work on the new covered masonry reservoir was resumed by the contractor, Mr. William H. Mague, on April 13. The remaining portions of the masonry walls were completed about one half of the covering arches, and covered with four inches of Portland Cement Concrete.
The arches and concrete covering laid during the late fall and early winter, although laid in cold weather, have come out all right apparently without injury from exposure to the winter weather so soon after being laid.
The concrete covering, after being thoroughly set and dried out, was covered with a coating of hot coal tar, well sprinkled with sand, well spread and rubbed into any small cavities there might be in the concrete, and making the covering perfectly water-tight.
CONTABLE
5. ....
.. . ...
NEWTON WATER . WORKS
COVERED RESERVOIR APPURTENIANCE"
Shoot & # General Plan al Reservoir and Grounds
STALEY
GENERAL PLAN AND SECTIONS OF COVERED RESERVOIR.
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WATER DEPARTMENT.
The granite coping stone were set on the top of the masonry about the edge of the walls.
The surface of the cement concrete covering was graded with a slight slope towards the east bank, and from the crown to the spandrel of each arch.
Along the spandrel between each arch, tile drains one and one-half inches in diameter were laid to take the water from the top of the reservoir, and connected with larger tile drains extending to the base of the bank.
These tile were covered with four inches of screened pea gravel. In order to further insure the stability of the edge from the action of the frost, a backing of rubble stone masonry about eighteen inches deep was laid dry.
The remaining space inside and to the level of the top of the edgestone was filled with loam.
The Portland Cement plaster was put on by the Italian stone masons, and was specially satisfactory in its results; it was put on in three coats. Beginning at the bottom and working up, the first or rough coat was slashed on with trowels all of the mortar that would hold on to the stone. When it had partially set they set it with their trowels, pressing it into all the rough interstices of the stone work. The second coat was then laid on and smoothed off, and a third and finishing coat, somewhat richer in cement, was applied as soon as the other had partially set. Each coat was trowelled down until the surface was smooth and even.
A flooring of Portland Cement Concrete, having a por- tion of one part of cement, two parts of sand, and five parts of stone, not over two inches in any diameter, was laid four inches thick, levelled off and well rammed with small plank rammers. This was finished off with a thin finishing coat of Portland Cement mortar, having one part cement and one part sand.
During the work of finishing off the inside of the Reser- voir, it was lighted by the use of sheets of bright tin set
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REPORT OF CITY ENGINEER.
above the vent holes from which the sunlight is reflected upon similar sheets of tin under the vent holes and inside of the Reservoir. By their use the light can be thrown upon any part of the interior of the Reservoir.
Access to the interior of the Reservoir may be had through an opening left in the top near the western wall. It extends the full width between the arches, ten ( 10 ) feet, and is three (3 ) feet wide. In this opening an iron frame is set, and is provided with a cover in three sections.
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