USA > Massachusetts > Essex County > Andover > Town annual report of Andover 1945-1949 > Part 9
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Two contracts were awarded for water mains as follows: Water Mains
Project No. 1-Haggetts Pond Road, Pleasant Street and Chandler Road
This project was to improve flows and pressures in the West District and consisted of a 12" cast iron main on Hag- getts Pond Road from the 10" main on Lowell Street to High Plain Road, an 8" main on Pleasant Street from High Plain Road westerly to connect with the end of the existing 8" main and an 8" main on Chandler Road from Greenwood Road westerly to connect with the end of the existing 8" main.
Surveys were begun on May 1. Plans and specifications were completed on May 14 and the following proposals were received by your Board on May 21 :
Furnishing Cast Iron Pipe and Fittings
*United States Pipe and Foundry Co.
$31,680.92 delivered along trench Warren Pipe Co. of Mass. 32,229.68 delivered along trench R. D. Wood Company 31,198.66 f. o. b. cars, Andover * Awarded contract May 28.
Installing Cast Iron Pipe, Fittings, Hydrants and Valves
*R. Zoppo, Roslindale, Mass. $26,704.00
H. DiTullio, Hyde Park, Mass. 28,330.00
N. Cibotti, Boston, Mass. 28,475.00
J. MacDonald Construction Co., Newton, Mass. 28.707.00
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Louis C. Cyr, Lawrence, Mass. 28,852.00
Central Construction Co., Lawrence, Mass.
29,703.00
Geo. E. Duteau, Springfield, Mass. 30,835.90 John Williams, Dorchester, Mass. 32,198.00
Ralph Civitarese, Hyde Park, Mass. 36,637.00
A. D. Daddario, Boston, Mass. 36,895.00
Domenick Zanni, Reading, Mass.
38,090.00
*Awarded contract
The lowest bidder for furnishing the hydrants and gate valves was the Rensselaer Valve Company, to whom the con- tract was awarded at the following prices:
Fire hydrants $69.65 ea.
12" gate valves 90.37 66
8" gate valves 41.14 66 6" gate valves 26.62 66
Total contract - $2,539.22
The valve boxes were ordered from Sumner & Dunbar at a unit price of $7.50 with a total cost of $213.15. The materials and installation based on the estimated quantities and bid prices amounted to $61,137.29. Engineering for sur- veys, plans and specifications, supervision of construction and record plans was estimated at from 6 to 7% of the con- struction cost.
The contract for the installation was signed on May 28, but owing to a delay in the delivery of materials and the difficulty of obtaining experienced labor, the work began on September 4. The contract was completed on November 28. Before the work was accepted, the mains were tested at a pressure of 150 lbs. and found to be practically watertight. Water was turned into the 12" main on Haggetts Pond Road and the 8" main on Pleasant Street on November 2. Water was turned into the 8" main on Chandler Road on November 26. The completed work consisted of the following:
12" main on Haggetts Pond Road 11,013 ft. 8" main on Pleasant Street 279 ft.
194
8" main on Chandler Road 1,663.6 ft.
21-6" hydrant connections 148.7 ft.
Hydrants on Haggetts Pond Road 19
Hydrants on Chandler Road
2
12" gate valves
6
8" gate valves
3
6" gate valves on hydrant connections 21
Rock excavation 586.3 c. y.
In addition, 56.4 feet of 10" pipe were laid on Bailey Road with a 10" gate valve at Haggetts Pond Road and a hydrant installed at the end with a 6" gate valve. Two 12" connections, each 20 feet in length, were left on Haggetts Pond Road for a future booster pumping station and storage reservoir. A 10" connection, 20 feet in length, was provided at High Plain Road for a future main. An 8" blowoff, 20 feet in length, with an 8" gate valve, was installed on Haggetts Pond Road.
After the Haggetts Pond Road and Pleasant Street mains were placed in service the static pressure on Pleasant Street was increased from 52 to 82 lbs. With the Haggetts Pond Road and Chandler Road connections, the water supply for the West District 'is greatly improved. Further improve- ment may be provided by a booster pumping station on Hag- getts Pond Road and a storage reservoir on Wood Hill.
The cost of this project as of December 6, 1945, was as follows:
Cast iron pipe
$30,313.80
Cast iron fittings
1,423.35
Fire hydrants
1,365.14
Gate valves and boxes
1,387.23
Contract for installation
19,350.00
Water Department expenses
76.21
Engineering services
2,350.00
Total
$56,265.73
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The final estimate under the contract for installation as recently completed amounts to $25,658.72, leaving a balance due of $6,308.72. Assuming 61/2% for engineering, the bal- ance would be about $1,650.00. We believe that the total cost will not exceed the $65,000.00 that was estimated when the contracts were awarded.
Project No. 2-Lowell Street
This project was the first step in the necessary enlarge- ment of the force main from the Haggetts Pond pumping sta- tion to the Town, and consisted of a 16" cast iron main on Lowell Street from near the Haggetts Pond pumping station to Cutler Road, a connection with the 12" main at the pump- ing station beyond the Venturi tube, a connection with the 10" main on Lowell Street in front of the pumping station, a connection with the 12" Lowell Street main at Lovejoy Road, and a connection with the 12" Lowell Street main at Cutler Road.
Surveys were begun on May 17. Plans and specifications were completed on July 7, and the following proposals were received by your Board on July 16:
Furnishing Cast Iron Pipe and Fittings .
*Warren Pipe Company of Mass. $32,914.70 delivered along trench U. S. Pipe and Foundry Co. $33,242.98 delivered along trench
R. D. Wood Company 32,885.96 f. o. b. cars, Andover *Awarded contract.
Installing Cast Iron Pipe, Fittings and Valves
*C. Jiustino, Dorchester, Mass. $22,670.00
Chas. W. Riva, Inc., Boston, Mass. 24,260.00
R. Zoppo, Roslindale, Mass. 24,700.00
J. MacDonald Construction Co., Newton, Mass. 24,950.00 G. Andreassi & N. Cibotti, Boston, Mass. 25,980.00 Louis Cyr, Lawrence, Mass. 26.960.00
196
.
H. DiTullio, Hyde Park, Mass. 28,845.00 30,260.00
D. Zanni, Reading, Mass.
*Awarded contract.
The lowest bidder for furnishing the gate valves was the Rensselaer Valve Company to whom the contract was awarded at the following prices :
16" gate valves $178.98 ea.
12" gate valves 90.37 66
10" gate valves 68.79 66
6" gate valves 26.62 66
Total contract - $1,197.67
Valve boxes were ordered from Sumner & Dunbar at a unit price of $7.50 with a total cost of $82.00. The materials and installation based on the estimated quantities and bid prices amounted to $56,864.37. Engineering was estimated at from 6 to 7% of the construction cost, making a total of about $61,000.00.
The contract for the installation was signed on July 24, but due to a delay in the delivery of pipe, fittings and valves, the work began on September 4. The contract was completed on November 15. The mains were tested at 150 lbs. and chlorinated before being placed in service on November 13.
There was a considerable improvement at the Haggetts Pond pumping station. Previously the pumps delivered 1,150 g.p.m. with a discharge gage pressure of 125 lbs. The new main resulted in a drop of about 13 lbs. in the pumping head at the same rate of pumping, and increased the delivery of the pumps to about 1,400 g.p.m. at 125 lbs.
The completed work comprises the following items:
16" main 8,628 ft.
16" gate valves 5
Connections with existing mains 4
6" blowoff 2
Rock excavation 33.8 c. y.
197
The cost of this project as of December 6, 1945, was as follows: -
Cast iron pipe
$32,389.24
Cast iron fittings 910.03
Gate valves and boxes
1,254.08
Contract for installation
21,812.95
Water Department expenses 957.15
Engineering services
2,650.00
Total
$59,973.45
The final estimate for the installation contract amounts to $22,961.00, leaving a balance due of $1,148.05. Assuming 7% for engineering, the balance would be about $1,350.00. The total cost of the Lowell Street Project will be about $62,500.00 as compared with an estimate of $65,000.00 when the contract was awarded.
During 1945, 405,883,000 gallons of water were pumped at the Haggetts Pond Pumping Station, a daily average of 1,112,010 gallons. The steam turbine was in oper- ation 4,204 hours and 50 minutes and the electric pump 1,704 hours and 15 minutes, making a daily average of 16 hours and 11 minutes.
To provide for adequate expenditure in the Water De- partment during 1946, we recommend an appropriation of $48,000.00 to be divided substantially as follows:
WATER DEPARTMENT
Salaries and Wages
$28,000.00
Coal and Power
13,000.00
Engine Oil, Chlorine, Etc.
900.00
Repairs, Boilers, Pump and Property
1,700.00
Office Supplies
800.00
Reservoir and Telemeters
250.00
Supplies, Miscellaneous, Tools, Etc.
600.00
Meters and Parts 800.00
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Pipe of all Kind Brass Goods, Hydrants, Etc. Cleaning Reservoir Secretarial Services
800.00
600.00
500.00
50.00
Total
$48,000.00
Services in use January 1, 1946-2,735
Meters in use January 1, 1946-2,705
RECEIPTS
Water Rates
$54,622.93 492.93
Water Construction
Paid to Town Treasurer:
Water Rates
$54,622.93
Water Construction
492.93
$55,115.86
$55,115.86
HIGHWAY DEPARTMENT
The following table shows the snowfall for the year 1945:
January
15.50 Inches
February
21.25 Inches
November
10.00 Inches
December
24.75 Inches
Total 71.50 Inches
We were fortunate in having a number of outside trucks and tractors equipped with bulldozers and plows to help during two bad storms which occurred the 9th of February and the 29th of November. The snowstorm which started the 29th of November was the worst for this time of year since 1898. These heavy storms were accompanied by gales which caused drifting, especially in the country.
A "Haiss" snow and sand loader which arrived Febru- ary 22nd, has proved most satisfactory.
199
A device to be used for changing the snow and sand booms of the loader has been built by town labor.
Additional snow fence was purchased and erected.
A catch basin on our drainage system located in the yard of Mr. Percy Dole was rebuilt.
A number of catch basins requiring repairs were cared for and the patching of this type of work continued through- out the year.
A drainage system was installed on Lowell Street and Iceland Road under Article 15 of the 1945 Warrant, Chap- ter 90 Maintenance, thus eliminating the dangerous con- dition existing. This work included the installation of 440 feet of 12" Akron pipe on Iceland Road and 184 feet of 12" reinforced concrete pipe on Lowell Street. Heretofore, be- cause the outlet through private property on the southerly side of Lowell Street was blocked when a house was built, the drainage water during a heavy storm came out of the man- holes on Lowell Street.
A drain pipe and catch basin were installed on Center Street opposite the property of Mr. Fred Oldroyd, catching the drain water from Center Street and directing it into the Mill Pond, thereby preventing it from going onto Andover Street as heretofore, where the catch basin and system near the entrance to Mr. George Dane's property were not suf- ficiently large.
In conjunction with Chapter 90 Maintenance work, a catch basin, eighteen feet of Akron pipe and ten feet of corru- gated iron pipe were installed on Lowell Street near the prop- erty of Mr. Ohan Loosigian, thereby eliminating a drainage condition of having the water from the Loosigian property drain directly onto Lowell Street.
A drain was installed on Boutwell Road to care for a drainage condition near the property of Mr. Russell Seamans.
The scraping of roads started the fifteenth of May and was completed the twenty-ninth of May.
The following roads were treated with "Tarvia Re- tread": North Street, Webster Street. Dartmouth Road. Yale
200
Road, George Street, Ballardvale Road, Woburn Street, Ayer Street, Lupine Road, Torr Street, Porter Road, Orchard Street, Holt Road, Stinson Road, Gardner Avenue, Lincoln Circle, Moraine Street, Osgood Street, Bellevue Road, Brown Street, Lovejoy Road, Lincoln Street, Canterbury Street, Dufton Road, Wildwood Road, Burnham Road, Jenkins Road, Pleasant Street, Bancroft Road, and sections of Chand- ler Road, Princeton Avenue, Abbot Street, Hidden Road, Highland Road, Chestnut Street, Summer Street, Sunset Rock Road, River Road, High Plain Road, Beacon Street, Chandler Road, Gould Road, Salem Street, Gray Road and Greenwood Road. Laurel Lane, Blanchard Street and a section of Vine Street (from Holt Road to the By-Pass) were shaped up, gravelled and rolled and given an application of "Tarvia B." Incidentally, considerable ledge was moved from Vine Street, blasting being necessary.
Thirty-four feet of curbing were installed at the lower end of Binney Street on the southerly side, making it possible to carry water beyond the property of Mr. Armand J. Per- rault. One hundred feet of curbing were installed on Elm Street between Florence Street and Summer Street.
A short stretch of curbing was installed in front of the store on Andover Street belonging to Mr. Richard O'Brien and a "Type D" sidewalk was also constructed. The sidewalk at this point was very steep and heretofore, a number of com- plaints have been made about people falling.
Dascomb Road where the water pipe was installed in the vicinity of Mr. Andrew Pendleton's property was gravelled and tarred. Osgood Street in front of the property of Mr. Amos Ozoonian was widened to make it easier for large trucks to enter the driveway.
A section of the roadway on Riverina Road was dis- continued and a section of the original layout was built.
A number of old planks were replaced with new on the wooden bridges, the work being done by Mr. Fred Doyle.
"Tarvia D" sidewalks were constructed on the easterly side of Center Street from Tewksbury Street to the property
201
of Mr. James Petty; on Clark Road from the corner of Das- comb Road to the existing sidewalk by the property of Mr. Edward P. Hall; on the westerly side of Chester Street from the sidewalk in front of Mr. Daniel Barberian's propery to the property of Mr. Alvin Zink; on the easterly side of Strat- ford Road; the upper end of the southerly side of Summer Street; the easterly side of Shawsheen Road from Lowell Street to Lincoln Street and a section on the easterly side of Canterbury Street; and the following sidewalks were re- surfaced with "Tarvia D": the easterly side of Maple Avenue from the southerly side of Mrs. William Currier's property to Elm Street; the easterly side of School Street from Locke Street to the further side of the property of Mr. Jesse Bot- tomley and the southerly side of Abbot Street from School Street to the new sidewalk built last year. To build the side- walk on Shawsheen Road it was necessary to widen the road in places especially near the Cunningham property.
On Hidden Road "Tarvia D" aprons were built at the driveways of the Pike School.
The entrance of Mr. James Abbott's driveways on town property on Andover Street were shaped up and given an application of tar material.
To provide for adequate Highway Maintenance for 1946, we recommend an appropriation of $52,300.00 to be divided substantially as follows:
HIGHWAY MAINTENANCE
Salaries and Wages
$32,000.00
Tarvia, Oil and Asphalt
13,000.00
Gravel, Sand and Stone
700.00
Scraping Roads
200.00
Catch Basins and Drains
600.00
Signs, Fences, Etc.
650.00
Bridges
1,000.00
Sidewalks
2.500.00
202
Tools, Supplies, Etc. Secretarial Services
1,600.00 50.00
Total $52,300.00
To provide for adequate Trucks, Garage and Repair Shop Maintenance, we recommend an appropriation of $9,000.00 to be divided substantially as follows:
TRUCKS, GARAGE AND REPAIR SHOP MAINTENANCE
Salaries and Wages
$3,000.00
Repair Parts, Trucks and Equipment
1,600.00
Gasoline, Oil and Antifreeze 2,500.00
Tools and Machinery
200.00
Supplies and Shop Maintenance
700.00
Building Improvement
1,000.00
Total
$9,000.00
SEWER DEPARTMENT
The following report was received from Weston & Samp- son, Consulting Engineers, on January 4th, 1946:
Board of Public Works,
Andover, Mass.
GENTLEMEN :
We submit the following report on the improvements to · the sewerage system completed in 1945.
Following our report in January 1945 to the Special Committee and subsequent conferences between your Board, the Special Committee, Board of Selectmen, Finance Com- mittee and others, the Annual Town Meeting in March 1945 appropriated $22,500.00 for extensions to the sewerage system. On April 2, we were engaged by your Board to pre- pare contract plans and specifications under the appropri- ation for the sewer extensions.
203
Two contracts were awarded for sewers as follows: Sewers
Project No. 1- Shawsheen Heights
This project was to provide a sanitary sewerage system for Green Street, Princeton Avenue, Dartmouth Road, George Street, Yale Road and the upper end of Corbett Street at Shawsheen Heights.
Surveys were begun on July 9. Plans and specifications were completed on August 7, and the following proposals were received by your Board on August 20: The proposals included furnishing and installing all of the materials. *R. Zoppo, Roslindale, Mass. $15,447.00
N. Cibotti, Boston, Mass. 15,975.30 John Williams, Dorchester, Mass.
18,089.10
Louis C. Cyr. Lawrence, Mass.
18,888.00
H. DiTullio, Hyde Park, Mass.
21,768.65
Carmen Jiustino, Dorchester, Mass. 25,126.05
D'Amoro Co., Boston, Mass.
31,527.74
*Awarded contract.
This contract was not signed until September 24, as it was decided to wait until proposals for the Elm Street Project were received in order to determine whether sufficient funds were available for both projects. Work began on October 22 and was completed on December 15, except for resurfacing street pavements.
The work comprises the following:
8" vitrified tile sewers 3,825 ft.
5" vitrified tile house connections (center of sewers to street lines ) 838 ft.
Brick manholes
21
Rock excavation
181.5 c.y.
The cost of this project as of December 31, 1945, was as follows:
Final estimate under the contract $15,361.95
Engineering services 500.00
Total
$15,861.95
204
.
Assuming 15% of the construction cost for surveys, plans and specifications, supervision of construction and rec- ord plans as originally estimated, the balance due for en- gineering services would be about $1,800.00, and the total cost for the project about $17,500.00.
Project No. 2-Elm Street Sewer
The purpose of this sewer was to provide sanitary sewage facilities for Elm Street, including a proposed hous- ing development, for Pine Street and for any future houses between Elm Street and High Street that could be served by gravity. The project consists of a 10" vitrified tile gravity sewer about 1,900 feet in length from Elm Street westerly to a junction manhole and an 8" cast iron pressure pipe about 1,600 feet in length from this manhole across High Street to connect with the existing cast iron sewage siphon on En- more Street. The sewage will flow by gravity to the outfall sewer leading to the Merrimack River, and will not require pumping.
Surveys were begun on August 1. Plans and specifica- tions were completed on September 7, and the following proposals were received by your Board on September 17: The proposals included furnishing and installing all of the materials.
*Central Construction Co., Lawrence, Mass. $10,974.50
R. Zoppo, Roslindale, Mass. 17,645.90
John Williams, Dorchester, Mass. 17,747.50
Carmen Jiustino, Dorchester, Mass. 22,169.30
*Awarded contract.
This contract was signed on September 24 after $6,500.00 had been transferred from the town reserve fund to augment the $22,500.00 appropriated at the Annual Town Meeting. Work began on November 7 and on December 31 was about 80% completed. About 700 feet of 10" tile sewer remained to be installed. It is expected that the contract will be finished on or about February 1.
205
The estimated items of work are as follows:
10" vitrified tile sewer 1,900 ft.
10" cast iron sewer
32 ft.
8" cast iron sewer
1,600
ft.
Brick manholes
9
Rock excavation 200 c. y.
The value of the work completed as of December 31 was $8,003.00. It is probable that the total cost, including an allowance for engineering services, will be $13,000.00.
Respectfully submitted,
(Signed) WESTON & SAMPSON
To provide for adequate Sewer Maintenance and Con- struction, we recommend an appropriation of $5,800.00 to be divided substantially as follows:
SEWER MAINTENANCE AND CONSTRUCTION
Salaries and Wages
$2,800.00
Power and Light 2,300.00
Sewer Pipe, Tools, Etc.
500.00
Maintenance of Building Equipment and Cleaning Pipe
200.00
Total
$5,800.00
Sewer Mains 97,185 ft.
Cost to Abutters $160,336.00
Cost to Town 401,582.00 January 1, 1946
PARK DEPARTMENT
The work of cleaning the parks started March 27th and the rolling of the baseball and football areas was done by a heavy roller loaned to the town by Phillips Academy.
A water pipe was installed from the barn belonging to Mr. Andrew Basso on Whittier Street to the baseball bleachers.
206
The cannon on the park was painted and also two spokes and felloes were replaced.
The southerly section of the football bleachers was re- built by Mr. Fred W. Doyle, local contractor.
The installation of the fence at the West Parish School playground was completed.
To provide for adequate Park Maintenance for 1945, we recommend an appropriation of $4,600.00 to be divided substantially as follows:
PARK MAINTENANCE
Labor
$3,500.00
Lawn Mower Repair
200.00
Seed, Fertilizer, Loam and Tools
500.00
Basso Agreement
100.00
Maintenance A. V. I. S. Plots
300.00
Total
$4,600.00
COMPARATIVE STATISTICS AS OF JANUARY 1, 1945
Cost per Million Gals.
Year
Net Cost of Mainten- ance
Cost of Pumping
by total Mainten- ance
by cost of Pumping®
Gallons Pumped
Miles of Main Pipe
1937
28,358.32
*15,113.06
71.04
*37.86
399,170,000
76.58
1938
28,371.42
*14,429.22
75.45
*38.37
376,011,000
77.14
1939
27,830.64
*14,640.99
63.87
>33.60
435,725,000
78.78
1940
27,799.18
*15,256.13
67.04
*36.79
414,653,000
79.89
1941
27,796.08
*17,494.91
56.81
*35.76
489,287,000
80.63
1942
30,859.93
*18,211.08
74.13
*43.75
416,314,000
80.77
1943
33,418.32
*19,387.57
85.53
*49.62
390,688,000
80.77
1944
38,043.35
*20,658.91
89.48
*48.59
425,152,000
80.77
1945
43,148.15
*21,916.43
106.30
*53.99
405,883,000
84.90
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LIGHTING COMMITTEE
The following are the changes made in the Andover Street lighting during 1945.
The new 100 candlepower overhead type lights have been installed as follows:
Location
Pole Number
Railroad Street
3463
Railroad Street
3469
Central Street
1248
Lowell Street
557
Chestnut Street
1566.
Chestnut Street
1569
Tewksbury Street
2757
Tewksbury Street
2760
Tewksbury Street
2764
Tewksbury Street
2768
In addition, the following miscellaneous changes have been made: On Lowell Street near Shawsheen Square, one 100 candlepower overhead type light installed on Pole No. 452, and one 100 candlepower underground light No. 3661 removed. This work was done on April 6. On School Street Poles 1269 and 1274, two 100 candlepower overhead type lights changed to 250 candlepower with the brackets raised and extended.
There are requests on order for several new lights on Lowell Street, River Road, Salem Street and Andover Street. These installations will be made just as soon as the material is available.
To provide for adequate lighting for 1946, we recom- mend an appropriation of $20,000.00.
Respectfully submitted,
CHARLES T. GILLIARD, Superintendent
208
TOWN WARRANT
and Recommendations
of the
Finance Committee 1946
-
.
1946 Town Warrant
and RECOMMENDATIONS OF THE
FINANCE COMMITTEE
To either of the Constables of the Town of Andover,
GREETING:
In the name of the Commonwealth you are hereby required to notify and warn the inhabitants of said town who are qualified to vote in Elections and Town Affairs to meet and assemble at the designated polling places in Precincts One, Two, Three, Four, Five and Six, viz: The Central Fire Station in Precinct One; the Square and Compass Hall in Precinct Two; the Administration Building, Balmoral Street, Shawsheen Village, in Precinct Three; the Andover Grange Hall in Precinct Four; the Old School House, Ballardvale, in Precinct Five; and the Peabody House, Phillips Street, in Precinct Six, in said Andover, on Monday, the Fourth Day of March, 1946, at 7:00 o'clock A. M., to act upon the follow- ing articles :
ARTICLE 1. To elect a moderator for one year, a Col- lector of Taxes for three years, a Selectman for three years, an Assessor for three years, two members of the Board of Public Works for three years, a member of the Board of Health for three years, a member of the Board of Health for two years to fill a vacancy, three members of the School Committee for three years, a member of the School Committee for two years to fill a vacancy, a member of the Planning Board for five years, a Trustee of Memorial Hall Library for seven years, a Trustee of Memorial Hall Library for one
211
year to fill a vacancy, a Trustee of Memorial Hall Library for three years to fill a vacancy, five trustees of the Punchard Free School for three years, three Constables for one year, and all town officers required by law to be elected by ballot.
All the above candidates to be voted for on one ballot. The polls will be open from 7:00 o'clock A. M. to 7:00 o'clock P. M.
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