USA > Massachusetts > Middlesex County > Reading > Town of Reading Massachusetts annual report 1957 > Part 16
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Northwest corner of Main Street and South Street
Southerly side line of South Street from Jacob Way Westerly
Westerly side line of Pearl Street, at junction of Putnam Road
Two of these relocations are in process of completion, the third was delayed pending authorization from the State Department of Pub- lic Works for State Highway opening permits. Each relocation when completed, will relieve potentially hazardous situations and permit safer passage of vehicular traffic.
181
Sidewalk Construction and Maintenance
Continuing the policy of the Board of Public Works of constructing hard surfaced sidewalks only on the continuous run or "block plan" system, Bituminous Concrete sidewalks under the Betterment Act were constructed in 1957 as follows:
Oak Street, Southerly Side 779 lineal feet, 389 square yards
Forest Street, Southerly Side 5025 lineal feet, 2512 square yards
The Forest Street sidewalk was nearly all original construction, through very rough and rocky terrain. Highway Department personnel and equipment removed trees, drilled and blasted ledge rock, excavated embankments, gravel-filled low areas, removed and rebuilt stone re- taining walls, set back fences to street line, and prepared the gravel sidewalk base. The bituminous concrete surface was installed by con- tract. Forest Street sidewalk was the longest continuous run installa- tion installed in recent years, and was a major construction project, made necessary by the opening of the 600 pupil Birch Meadow Elemen- tary School.
Sidewalk maintenance was continued during the year as funds permitted, including application of gravel and stone dust to earth side- walks, replacement of existing cement concrete and bituminous con- crete sidewalks, which had become disrupted by tree roots, frost heaves and traffic. New gravel sidewalks were roughed out and fine graded abutting newly erected dwelling houses.
Storm Water Drains
Storm water drains were installed in ten locations, totaling 3294.48 lineal feet of drain pipe of suitable sizes; 34 catch basins and 23 man- holes were constructed. A contractor installed the major portion of this work; the remainder was done by Departmental forces. Several par- ticularly poorly drained areas were serviced by these drains, and should result in complete relief to the areas serviced.
A serious "bottleneck" in the Birch Meadow Brook or Aberjona River drainage system was eliminated by the construction of a 6'x4' reinforced concrete box culvert under Lowell Street, by contract. This project was started early in the Spring of 1957, and had been partially completed when the cement strike was called. By assiduous efforts, ready-mixed concrete was obtained, and the culvert completed on schedule. In con- junction with this new culvert construction, it was necessary to build several cubic yards of new granite wing walls.
As part of a long-range drainage program, an open drain ditch similar in design to the Quannapowitt Drain was constructed through Timberneck Swamp from Salem Street to Charles Street. This ditch, with a channel invert width of four feet, averages five feet in depth, with side banks on a 11/2 to 1 slope ratio, and is 4,917 feet in total length. In 1958, it will be extended from Charles Street to Pearl Street at Baker Road, and will permit run-off of surface water from a large area. Dur- ing the heavy rains of late 1957 the drain ditch functioned perfectly, and afforded noted relief to adjacent properties. This ditch is a tributary of the Quannapowitt Drainage System. Departmental personnel accom- plished site clearance on the heavily timbered 30 foot wide drain ease- ment, and a hired drag-line excavated the ditch proper.
182
Highway Department
STORM WATER DRAINAGE CONSTRUCTION - 1957
Street
Length of Pipe No. C/B's No. M/H's
Birch Meadow Drive
731.00
10
2
Forest Glen Road
499.30
2
4
Forest Street
361.00
4
4
Haverhill Street
505.00
2
3
Irving Street
255.00
4
2
Lowell St. Culvert
55.00
2
1
Milton Road
156.28
2
2
Van Norden Road
304.00
4
4
Wells Road
67.40
2
0
Winslow Road
360.50
2
1
Totals
3,294.48
34
23
Timberneck Brook - Salem to Charles St.
4,917.36 Ft. Open Ditch
Maintenance of Storm Drains
During the Winter, early Spring, and Fall months, a program of cleaning storm drains, culverts, catch basins and open drain ditches was carried on. A section of the Quannapowitt Drain Ditch from John Street to the Boston & Maine Railroad right-of-way, was cleaned by means of a hired drag-line crane, and a tributary of the same drain sys- tem was drag-lined with the Department's Crane. The orange-peel catch basin cleaning rig has cleaned all catch basins in the drainage system during the year. As of December 31, 1957, there are approxi- mately 1300 catch basins in the storm drain system.
Snow and Ice
Snow storms, each depositing an accumulation of 1" or more of snow in 1957, were ten in number, eight of which required highway plowing. In addition to these ten recorded storms, several storms of minor importance, classed as "Traces" only, occurred. The following table illustrates the recorded snow-fall during 1957:
RECORDED SNOW STORMS - 1957
Date
Snowfall Temperature Wind
Remarks
Inches
Direction Force
Jan.
6
5"
+18°
N.W.
Lt., Mod., Plowed-Dry Snow
Jan.
7
5"
+22°
N.W.
Mod. Plowed-Dry Snow
Jan.
10
5"
+32°
N.W.
Mod., Rain & Snow-Plowed
Jan.
16
4"
+ 4°
N.W.
Mod. Plowed-Dry Snow
Jan.
22.
1"
+26°
N.W.
Mod., Rain & Snow-Sanded
Jan.
29
4"
+28º
N.W.
Light, Plowed-Snow & Rain
Feb.
1
3"
+32°
North
Mod. Snow & Rain-Sanded
Mar.
1
5"
+28°
N.E.
Mod. Plowed-Wet Snow
Mar. 20
8"
+32°
N.E.
Mod., Hvy. Sleet, Snow, Plow
April
9
4"
+34°
N.W.
Mod. Snow & Rain-Plowed
TOTAL 43"
183
Precipitation in the form of snow, sleet or rain or combinations of all three occurred on twenty-five days during the first three months of 1957, resulting in constant sanding operations. No major snow storms were recorded in 1957, and no plowable storms occurred during the last three months of the year. As of December 31, 1957, the major snow re- moval equipment of the Public Works Department consists of the fol- lowing units:
16-Town-owned Truck Plow Units
2-Town Owned Sidewalk Tractor Snow Plow Units
2-Town-owned Jet Type Sand Spreaders
1-Town-owned Mechanical Snow Loader
To augment this equipment, the following snow-plow units are rented from private contractors:
5-Hired Jeeps and Tractors for Private Way Plowing
5-Hired Truck Plow Units
John Street Dump
The new dumping area situated Southerly of the Quannapowitt Drain has been maintained efficiently and economically throughout the year, with a planned program of semi-sanitary land fill in operation. Under this program, daily burning of combustibles is carefully super- vised by the Dump Caretakers, who are on duty seven days per week, and who are equipped with fire hoses connected to a fire hydrant in the dump area to control the burning debris. The remaining debris is then bulldozed into the excavated, water-filled pit, and covered with gravel borrow. By this method of dump operation, many years of use- ful life are added to the John Street Dump area, and the excavated peat, sand and clay, which have been deposited in high embankments sur- rounding the dumping area, not only prevent the spread of dump fires, but conceal the actual dump from passing motorists.
Early in the Fall of 1957, the Town of Wakefield discontinued use of leased land adjacent to the John Street Dump which it has been operat- ing as a public dump, and moved its dumping operations to a new, out- of-town location. An Incinerator Study Committee, composed of repre- sentatives of Wakefield, Reading, Lynnfield and Stoneham, appointed by the several Towns in 1957, have explored the possibility of a jointly- owned incinerator, and it is anticipated that the Reading Incinerator Study Commitee will submit a report of their findings at the March 1958 Annual Town Meeting.
The area situated Northerly of the Quannapowitt Drain has been used during the year for disposal of stumps, logs and brush, and the remains of two large buildings, Security Hall and the Center School, razed during 1957, were burned in this area. A "Community Christmas Tree Bonfire", instituted by the Board of Selectmen as a method for safe disposal of Christmas trees, was held in this area, attended by several hundred citizens. This is planned to continue as an annual event.
The method of semi-sanitary land fill precludes infestation of the
184
dump by rats; and a thorough survey by competent professional exter- minators shows no need for a rodent control program, such as was prac- ticed in 1955.
Park and Playground Division
Major improvements have been accomplished at several Parks and Playgrounds, and regular maintenance work has been carried on, in season. The annual Spring maintenance work was started as early as ground conditions permitted, all Parks and Playgrounds being cleaned of debris, shrub-beds edged, peat moss and fertilizer applied as re- quired, grassed areas renovated and maintained. Full cooperation was given the Recreation Committee and its Supervised Play Director dur- ing July and August, men and equipment being placed at their dis- posal for erection and maintenance of play equipment, setting up areas for special events, and similar occasions.
A resume of the work accomplished at the several Parks and Play- grounds follows:
Memorial Park:
No major improvements were made at this Park, which was in con- stant use throughout the year The two skating areas were flooded in the late Fall, and afforded excellent ice skating in season.
Birch Meadow Playground:
In the late Fall of 1957, a start was made on re-grading the outfield at the softball field. Loam was spread over the area, and other loam stockpiled for use in the Spring of 1958. Extensive repairs were made to the tennis court fences, and to the bleachers. During the latter part of August, a carnival was held at this Playground, sponsored by the service clubs of Reading for the purpose of obtaining funds to purchase chairs for the auditorium at Reading Community Center. The Birch Meadow Skating Area was greatly improved, following the completion of Birch Meadow Drive, which encompasses the area on three sides. A stone masonry headwall containing an overflow was constructed, adequate drain pipe installed, an open ditch rerouted and piped to improve the area, and side slopes were properly graded. This skating area contains no more than two feet of water at any- time, and is a safe area for small children to use. A drain pipe is so located that the entire area can be drained during the Summer months. Side slopes will be loamed and seeded in the Spring of 1958. Sturges Park:
As anticipated, Sturges Park was greatly improved during 1957. Excavated material from Chapter 90 West Street Construction was used to fill an area approximately 250 feet by 300 feet, an average depth of five feet, situated on the Northerly side of the ice hockey area. When completed in 1958, the reclaimed area will accommodate a regulation sized softball diamond, two tennis courts and a small children's play area. Gravel borrow to insure adequate sub-surface drainage will be placed and graded, and loam previously salvaged
185
from the filled area, will be placed over the gravel. With the in- creased housing developments in the Pine Ridge Road area, this Park will be in constant use. The ice hockey rink and general ice skating area were flooded in the early Fall, and used extensively.
Hunt Park:
Extensive maintenance operations at Little League ball field were accomplished in the early Spring, and despite the record drouth, the field remained in acceptable condition throughout the Little League playing season.
In the general area Westerly of the Little League field, a gravel lift was placed over the previously filled area, then loamed, graded, fer- tilized and seeded. This work was accomplished in the early Spring, but due to the prolonged drouth, the planting was not satisfactory. Portions of this area will be re-seeded in the early Spring of 1958.
Washington Street Ball Park:
The infield at this Park, containing the only regulation sized base- ball diamond in Reading, was completely renovated in the early Spring. Sod was carefully cut and removed, hummocks and ground swells removed, and the sod replaced.
The pitcher's mound was completely rebuilt, as were the runners' lanes. Many favorable comments were received from home and visit- ing baseball teams on the excellence of the playing field, following the renovations.
Baseball league managers are again urged to submit their proposed 1958 game schedules at an early date, to permit proper allocation of the field to the many organizations interested in its use.
Sewer Division
The need for an accelerated sanitary sewer construction program in Reading was emphasized in the Report of the Sewer Study Commit- tee, dated March 18, 1957, and submitted to the Annual Town Meeting held March 18, 1957. Included in this report was a recommendation to the effect that the Board of Public Works should prepare and main- tain a tentative five-year program of sewer extension and that this pro- gram, as revised, should be a part of the Board's annual report to the Town. On March 20, 1957, the following Tentative Five-Year Construc- tion Program was presented to the Board of Public Works by its Super- intendent, and adopted by them. It is anticipated that this program will be revised frequently, as emergencies arise from time to time:
186
TENTATIVE FIVE-YEAR SEWER CONSTRUCTION PROGRAM 1957 - 1961 Inclusive
1957
Street
Section
tions
Lowell St.
High St. to Grand St.
600
10
Grand St.
Lowell St. to No. 50 Grand St.
985
22
Harriman Ave.
Grand St. to Deering St.
480
6
Deering St.
Lowell St. to near Middlesex Ave.
900
18
High St.
No. 258 High St. to No. 166 High St.
1670
35
Vine St.
High St. to Hunt St.
700
19
Vine St.
Mineral St. to Hunt St.
873
24
Woodward Ave. High St. to Vine St.
650
15
Interceptor
Vine St. to Vale Rd.
250
1
Vale Rd.
Woodward Ave. to High St.
680
10
West St.
Summer Ave. Northerly
367
5
John Carver Rd. Hartshorn St. to Birch Mdw. Dr.
1230
21
Summer Ave.
Knollwood Rd. No. 472 Summer Ave.
478
8
1958
Street
Section
Possible Length Connec- Feet
tions
West St.
No. 435 West St. to No. 503 West St.
1200
15
Virginia Rd.
Indiana Ave. to Penna. Ave.
660
9
Virginia Rd. Ex. Summer Ave. Westerly
365
4
Brande Ct.
Chute St. to No. 6 Brande Ct.
170
1
Ordway Ter.
Chapin Ave. Northerly
130.5
2
Pleasant St. Ex. Manning St. Easterly
125
2
Michelini Lane Washington St. Southerly
150
1
Pierce St.
Existing Sewer to No. 20 Pierce St.
77.5
1
Lowell St.
Middlesex Ave. to Highland St.
150
3
Lowell St.
Middlesex Ave. Northerly
113
1
Randall Rd.
West St. to Coolidge Rd.
500
0
Coolidge Rd.
Springvale to Wescroft
300
6
Springvale Rd. Coolidge to Overlook
1350
26
Wescroft Rd.
Woburn St. to County Rd.
1650
35
Overlook Rd.
Wescroft Rd. Northerly
450
3
Lowell St.
Intervale Terrace to Willow St.
160
4
Willow St.
Lowell St. to near B. & M. R.R.
1050
25
Interceptor
Rear Senior High to Birch Mdw Dr.
970
Interceptor
Birch Mdw. Drive to Whitter Rd.
380
Whittier Rd.
Entire Length
1440
37
Tennyson Rd.
Entire Length
1440
25
-
-
187
Possible Length Connec- Feet
1959
Street
Section
tions
Waverly Rd. 2
Oakland Rd. to Main St.
1950
18
Hillside Rd. S
Main St.
Hampshire Rd. to Lawrence Rd.
220
6
Hampshire Rd. Main St. to Lawrence Rd.
830
12
Lawrence Rd.
Main St. to Hampshire Rd.
1310
31
Main St.
Lawrence Rd. to Lafayette Rd.
2945
40
Willard Rd.
Main St. to Pearl St.
510
9
Interceptor
High School Sewer to Bancroft Ave.
375
2
Bancroft Ave.
Hartshorn St. to Weston Rd.
1587
20
Weston Rd.
Bancroft Ave. to Hanscom Ave.
277
5
Hanscom Ave.
Lowell St. to No. 60 Hanscom Ave.
950
4
Intervale Terr. Lowell St. Easterly
800
14
Intervale Terr. John Carver Rd. Westerly
562
10
King St.
West St. Easterly
260
2
1960
Street
Section
Possible Length Connec- Feet
tions
Winslow Rd.
Entire Length
1280
20
Glenmere Cir.
Entire Length
1665
30
Hartshorn St.
Entire Length
1800
28
Puritan Rd.
Lowell St. to John Carver Rd.
675
10
Priscilla Rd.
Entire Length
595
10
John Carver Rd. Priscilla Rd. to Hartshorn St.
940
12
Harvard St.
John Carver to Interceptor
447
4
Interceptor
Harvard St. to Hartshorn St.
340
Highland St.
Lowell St. to No. 28 Highland St.
570
6
Interceptor
Bancroft Ave. to Easement
320
Easement
Interceptor to Longfellow Rd.
160
-
Longfellow Rd. Entire Length
1200
22
Palmer Hill Av. Entire Length
370
6
1961
Possible Length Connec- Feet
Street
Section
tions
Summer Ave.
Bear Hill Rd. to Brook St.
1000
10
Bear Hill Rd.
Summer Ave. to Cedar St.
1200
20
North St.
Bear Hill Rd. Easterly
200
3
Interceptor
West St. to Laneton Way
350
-
Laneton Way
Entire Length
200
3
Lowell St.
Grand St. to Deering St.
850
18
Lee St.
Entire Length
360
9
Hunt St.
Entire Length
360
12
Interceptor
Lee St. to High School Sewer
900
-
Summer Ave.
West St. to Mineral St.
2100
41
Lowell St.
Near No. 441 - No. 481 Beverly Rd.
500
9
Interceptor
Sewer P. S. to Beverly Rd.
2200
-
-
188
Possible Length Connec- Feet
At the March 18, 1957 Annual Town Meeting, an appropriation of $100,000.00 was voted for sanitary sewer construction in 1957. Bids were taken for said sewer construction, and on July 1, 1957, a contract for sewer construction was awarded. Work started under the contract on July 16, 1957, and a total of 8,660 lineal feet of 8" Transite sewer mains were laid in streets included in the preceding five-year program. Substantial amounts of trench ledge encountered in several streets de- layed early completion of this contract, and record drouth coupled with water usage restrictions precluded puddling of the sewer trenches to insure proper compaction. With the advent of cold weather, the contractor requested that he be permitted to be temporarily released from the conditions of his contract which required excavation of the sewer trenches, cutting of the raveled trench edges, water-jetting the trenches to insure proper compaction, filling the settled trenches with gravel, and applying a two-course bituminous concrete surface. The contractor also agreed to maintain the settled trenches, at his own ex- pense, during the winter months, and return in the Spring of 1958 to properly resurface the sewer trenches and roadways. This request was granted, and the contractor has on several occasions sent mainten- ance crews to fill trenches settled by the heavy rains of November and December 1957.
During 1957, main trunk sanitary sewer extensions totaled 10,138 lineal feet of which 8,660 lineal feet was installed by the sewer con- tractor, 1053 lineal feet by the Sewer Department, and 425 lineal feet by a housing developer. A statistical table included in this report shows locations of sewer mains installed in 1957.
Sewer house connections were installed to 111 dwelling houses and 7 sewer house connections were run to street lines only prior to road construction. Sewer house connection installations totaled 6151.10 lineal feet. In addition, a connection was made to Trancoa Chemical Corporation on Ash Street by means of a special drop manhole installa- tion. In several locations existing sewer house connections were re- placed due to intrusion of tree roots, pipe failures and similar causes.
Maintenance of main trunk sanitary sewers was carried on, consist- ing of cleaning sewer mains with a powered sewer cleaning rig.
Willow Street Sewage Pumping Station operated efficiently during the year, with an increase of sewage pumped of 15.687 million gallons in 1957, compared to 5.069 million gallons pumped in 1956. Many of the sewer mains installed in 1957 outfall through this sewage pumping sta- tion, as does the Birch Meadow Elementary School.
The following tables illustrate the present status of the Reading Sewage System.
189
LENGTH OF MAIN SEWERS - 1957
Street
5"
6"
8"
10"
12"
15"
18"
20"
24"
Total
Arcadia Ave.
·
399.80
399.80
Ash St.
1062.90
258.80
.. .
. ..
1321.70
Bancroft Ave.
72.50
1366.79
.
....
...
...
1439.29
Berkeley St.
1256.10
.
.
.
....
....
...
...
1256.10
Bond St.
1032.65
...
..
...
....
...
.
1032.65
Boyce St.
516.87
. .
.
....
...
847.60
847.60
California Rd.
560.80
.
.
...
...
.. ..
560.80
Cape Cod Ave.
82.00
809.65
.
. .
...
...
..
620.60
Chapin Ave.
529.00
845.00
920.00
Cherry Lane Drive
191.00
402.13
593.13
Copeland Ave.
.. .
..
....
....
.
...
.
.
....
707.25
Dudley St.
349.74
374.50
...
622.70
907.70
1530.40
Echo Ave.
371.83
95.40
79.00
546.23
Edgemont Ave.
1225.21
Edwin St.
198.62
....
....
...
..
489.00
Elm St.
383.28
. .
....
...
. ..
1084.30
Fremont St.
....
1084.30
... .
....
.. .
..
456.50
Gardner Rd.
475.00
....
..
...
.
...
..
....
.
602.00
Gould St.
172.70
296.39
...
....
Grand St.
767.35
986.15
Green St.
175.20
1717.40
1261.80
Harnden St.
559.30
559.30
Harriman Ave.
483.20
565.00
822.50
1387.50
Haven St.
236.50
1752.80
1338.05
736.10
4475.12
High School
100.00
2500.00
4396.00
...
965.30
Howard
St.
1518.00
1110.00
.. .
...
429.60
Indiana Ave.
429.60
..
..
. .. .
....
2732.00
3178.60
Jere Rd.
...
.
...
....
·
.
..
178.50
1616.40
King St.
889.57
175.00
Kingston St.
.
...
. . .
. .
. .
.
.. .
1111.50
Lincoln St.
573.40
538.10
..
1226.90
Linden St.
187.20
304.40
735.30
395.00
Longview Rd.
395.00
1274.52
.
..
....
.
.
...
...
. .
. .
...
.
.
.
.
.
..
.
·
.
.
500.00
County Rd.
735.73
Crosby Rd.
309.30
600.25
..
...
.
..
..
.
.
1225.21
Elliott St.
489.00
. . .
....
...
. .
383.28
456.50
.. .
....
...
.
.
475.00
Garrett Rd.
.. .
384.00
....
..
181.80
Glen Rd.
602.00
...
....
821.60
2714.20
Hancock St.
250.00
. . .
.
...
.
...
6996.00
Hillcrest Rd.
965.30
...
2628.00
Interceptors
446.60
....
...
....
195.46
John Carver Rd.
1096.00
. ..
....
John St.
602.30
266.00
. ..
....
.
. .
719.30
Lewis St.
932.16
. .
.
Lothrop Rd.
...
..
1614.35
Arlington St.
...
.
. ..
.
. . .
.
.
483.20
Harrison St.
1989.30
High St.
2400.97
...
.
198.62
Fairview Ave.
384.00
Gilmore Ave.
181.80
735.73
309.30
Deering St.
107.00
Eaton
St.
.
·
620.60
529.00
Charles St.
75.00
425.00
425.00
Chute St.
..
.
516.87
Brook St.
..
891.65
Center Ave.
.
.
.
.
.
.
469.09
1753.50
1011.80
..
724.24
...
. .
....
719.30
932.16
195.46
1096.00
569.60
1064.57
1274.52
.
.
.
500.00
.
1614.35
....
...
. . .
Lowell St.
101.16
2182.05
2283.21
Main St.
.
1246.10
955 50
234.90
2436.50
Maple St.
189.20
. . . .
189.20 313.60
Middle St.
313.60
....
... .
1623.78
Middlesex Ave.
200.38
1423.40
. .
....
...
1065.65
Mineral St.
627.25
438.40
. .. .
...
.
. .
Minot St.
1409.65
. . .
312.49
. . .
.
.
...
1043.52
160.00
...
..
.. .
. . .
384.00
Munroe Ave.
384.00
. .
. .
..
...
. .
433.34
Nichols Rd.
433.34
....
.
.
. .
.
.
.
.
..
. .
. .
...
.
....
.
444.00
Ordway Ter.
.
·
427.00
. .
.
....
....
1942.95
Pearl St.
330.00
757.40
855.55
Pennsylvania Ave.
628.00
. . .
...
400.00
...
Pierce St.
. . .
226.00
Pine Ridge Rd.
1035.15
.. .
. .
.
.. .
2340.76
Pleasant St.
1496.80
843.96
.
.
.
.
.
.. .
962.30
Pratt St.
186.00
776.30
...
1174.10
3703.36
Prescott St.
2529.26
... .
1792.00
Prospect St.
532.00
1260.00
...
440.00
Rachel Rd.
440.00
.. .
132.50
1214.60
Salem St.
.
716.30
...
.
.
688.25
School St.
688.25
.. .
1401.73
Scotland Rd.
500.00
901.73
Shelby Rd.
320.51
....
475.00
Smith Ave.
393.50
....
·
435.90
Stewart Rd.
..
.
....
.
5058.04
Summer Ave.
434.60
264.00
.
.
334.30
Sweetser Ave.
334.30
. .
.
. .
239.85
Sylvan Rd.
896.76
432.89
661.39
...
303.60
Union St.
733.05
Vale Rd.
1503.40
Village St.
1015.60
....
.
...
1500.20
Vine St.
125.00
...
.
300.00
Vista Ave.
.. .
.
. .
. . .
....
246.80
312.90
1574.30
3458.90
Washington
St.
300.00
Wenda St.
1283.90
3710.60
1555.00
. . .
. .
. . .
. . .
4885.05
Woburn St.
229.45
Wood End Lane
600.33
Woodward Ave.
1361.30
17909.56
74585.39
11507.63
16505.04
2870.60
487.80
1809.20
3758.10
130794.62
.
.. .. .
...
...
.
....
Park Ave.
507.30
322.70
. ..
...
....
. . .
628.00
Perkins Ave.
250.10
....
....
.
.
.
.. .
226.00
Pine Ave.
. . .
.. .
...
.
396.21
1521.21
Orange St.
1125.00
Orchard Park Dr.
444.00
130.50
830.00
427.00
Parker St.
....
...
. .
400.00
1802.00
1802.00
Oak St.
...
...
.. .
947.55
Oak Ridge Rd.
947.55
.
..
.
.
...
.
....
4994.50
West St.
1555.00
Willow St.
804.50
Wilson St.
815.80
2999.25
152.60
....
917.40
.. ..
. .
...
·
.. ..
600.33
Totals
. . ...
...
312.49
Morgan Park
1203.52
Mt. Vernon St.
.
.
...
.
..
. .
303.60
. . .
733.05
. .
487.80
1500.20
.. .
125.00
Virginia Rd.
300.00
715.00
Warren Ave.
.. .
300.00
..
..
.
471.40
333.10
... .
. ..
204.00
Thorndike St.
204.00
713.48
..
320.51
Sigsbee Ave.
475.00
... .
393.50
Spring St.
435.90
436.19
4621.85
698.60
Sunnyside Ave.
239.85
.
.
..
1991.04
Temple St.
...
1082.10
....
716.30
Sanborn St.
...
....
.
713.48
. ..
250.10
1035.15
. .
130.50
.
..
.. .
1409.65
.
.
.
.
..
.
715.00
1324.90
229.45
MAIN TRUNK SEWER EXTENSION - 1957 (Size and Length of Pipe)
Street
Location
8" AC
Tees
MH
YS
Total Length
Poss. Conn.
Lowell St.
High St. to Grand St.
763.95
6
5
5
763.95
11
Grand St.
Lowell St. to No. 50
986.15
10
6
12
986.15
22
Harriman Ave.
Grand St. to Deering St.
483.20
4
1
0
483.20
4
Deering St.
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