USA > Massachusetts > Norfolk County > Weymouth > Town annual report of Weymouth 1959 > Part 19
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223
Weymouth." Five years of development has already occurred since the report. It stands to reason that the next hurricane can be of lesser magnitude and have equal or greater resulting damage.
D. Summary of Programs Sectionally - 1960
North Weymouth
East Weymouth
South Weymouth
Weymouth Landing
Highway
$282,400
$170,000
Drains
$90,000
$110,000
Sewers
65,750
108,501
70,000
68,100
Total
$155,750
$218,510
$352,400
$238,100
III. SPECIAL ARTICLES TO BE PROPOSED BY PUBLIC WORKS
The primary concern of Public Works concerning all the major pro- grams is the necessity to serve the best interest of Weymouth in general. It must be recognized that expenditures will shift from one section to another as dictated by the overall major programs. Project allocations are based solely on the necessities of public health and safety.
a) Article for Town participation in Highway State Aid (Chapter 90)
$ 58,000.00
b) Article for Town Master Highway Program
250,000.00
c) Article for land taking Church, Commercial and Gib- bons - Highway purposes
1.00
d) Article for Dutch Elm Disease Control
15,000.00
e) Article for Weymouth Back River Drainage (Chapter 91)
110,000.00
f) Article for supplementary drainage
90,000.00
10,000.00
g) Article for shore protection (Chapter 91) Above article is continuation of program to construct protective structures, prevent erosion and land loss. The area considered is the continuation of the Ft. Point Shore Protection work to and including the Rose Cliff and Driftway areas.
h) Article to continue Wessagusset Beach Program (Chapter 91) Construction of second groin, shore pro- tection in vicinity of Regatta Road and placing of add- itional sand on beach.
12,500.00
i) Article to extend parking area of beach (integral part of total program) and construction of necessary drain- age in conjunction with said parking area.
20,000.00
j) Article for sidewalk construction program
40,000.00
k) Article for participation with federal aid for sewerage pumping stations and force mains in Wituwamat and Neck Street areas (unknown at this time)
1) Article for proposed personnel changes
m) Article to complete Mountainview Rd. 18,610.00
n) Article to complete Oak Cliff Rd. 6,400.00
224
Comparative Summary of Special Articles
Nomenclature
1959 Appropriation 1960 Proposed
1. Accepted Streets
$38,908.00
$41,510.00
2. Highways (Chapter 90)
50,000.00
58,000.00
3. Highways, General
250,000.00
250,000.00
4. Sidewalk Program
40,000.00
40,000.00
5. Drainage (Wey. Back River-Chap. 91)
110,000.00
110,000.00
6. Supplementary Drainage
77,852.00
90,000.00
7. Dutch Elm Disease Control
20,000.00
15,000.00
8. Shore Protection Beach
(Ft. Pt.) 20,000.00
10,000.00
9. Land Taking Great Pond
25,000.00
10. Land Taking - Wells
20,000.00
11. Pumping Station
90,000.00
12. Land Taking - Parking Lot
53,250.00
13. Radio Equipment
7,000.00
14. Marina Study
3,500.00
15. Land Taking - Winter St.
20,000.00
16. Wessagusset Beach (Chap. 91)
$12,500.00
17. Parking Lot - Beach
20,000.00
18. Traffic Painting
7,525.00
19. Federal Sewer Project
(no figure at this time)
20. Mountainview Rd.
* (18,610.00)
21. Oak Cliff
* (6,400.00)
Total
$833,035.00
$647,010.00
Total Budgets
1,574,899.40
1,580,799.58
Grand Total
$2,407,934.40
2,227,809.58
Decrease of
$180,124.82
Decrease
7.5%
*Not included in total - to be determined by town meeting vote
IV. DIVISIONAL ACTIVITIES
A. ENGINEERING DIVISION
TOWN ENGINEER FRANK S. LAGROTTERIA
1. General Functions
1958
1959
a) Stone bounds set
96
84
b) Street lines established
32
67
c) House sill grades established
160
194
d) Line and grade sidewalk program
8
8 Locations
e) Assessors transfers tabulated
1300
1350
f) New structures mapped
560
700
g) Traffic counts (locations)
12
27
h) Tax-title land descriptions
3
14
225
i) Drainage easements, plans surveys and descriptions
14
18
j) Police survey and plan - fatal accidents
1
2
k) Hydrant locations
7
16
1) Streets, water main line and grade
8
14
m) Layout of drainage
11
20
2. Design and supervision of construction
a) Road Contract No. 6, Wessagusett
$ 19,642.44
b) Road Contract No. 7, Green & East St.
111,050.00
c) Road Contract No. 8, Front St.
64,756.03
Total $195,448.47
The design and supervision of construction of the above engineering by private consultants would cost the town in conservative terms- $18,000 or 43% of the total engineering budget. This work, as evi- denced by the functions of the Engineering Division, constitutes ap- proximately 10% of its total effort. The advantage to the town is obvious.
3. Special layouts and projects.
a. Mill River Drainage - Contract plans, specifications, ease- ments and design of channel improvements, new West St. culvert, etc. completed - to be let out for contract January, 1960
b. Survey design, contract plans, specifications for water main to Whitman's Pond well and access road - contract in progress.
c. Layout, line and grade for Highway Division street construction of Pierce Ct., Burkhall St., Sumner Rd., Katherine St., Rinaldo Rd., Wessagusett Rd., Islandview Rd., Woodbine St., Wadaga Rd., Wituwamat Rd.
d. Topography and layout of building and borings for proposed Public Works Building, Winter St.
e. Layout and study of Winter St. watershed.
f. Layout for land taking Commercial St. from Washington Sq. to railroad station.
g. Layout for land taking of Church St.
h. Preliminary design of Pleasant St. highway reconstruction (Elm St. to Expressway).
i. Preliminary design of Broad St. highway reconstruction from Foye Ave. to Spring St.
B. PARK MAINTENANCE DIVISION
PARK FOREMAN-PATRICK O'TOOLE
In the Year, 1959, Mr. Frank Crandall, Park Foreman for 12 years reached the mandatory retirement age of 70. Mr. Crandall not only possessed an exceptional physical drive in his work but also, a pride, personal interest and loyalty possessed by few. Mr. O'Toole, Cran- dall's replacement is ably handling the duties of the position.
The Division constructed two additional greens this year, one at the intersection of Mill St. and Front St .; the other at Wessagussett Beach, bringing the total greens to 51.
226
Shrubs and bulbs were planted or replaced in many areas. The winter of 1959 was extremely severe on shrubbery throughout the town.
The 104 acres of parks and playgrounds were maintained extreme- ly well, considering the manhours available for said purpose.
Vandalism is still a frustrating and costly item, the bathhouses and other buildings main targets.
1. Special items:
a. Construction of addition to bathhouse at Lake St. Beach
b. Fencing of Lake Street Beach
c. Construction of new floats for Wessagussett Beach
1) A newly designed type float constructed of styrofoam was installed. Initial construction costs will be amortized in three years, evidenced by repair costs of the old style floats. It is recommended tthat similar rafts be con- structed for Lake St.
d. Bathouse at Wessagussett - new roof installed and build- ing painted.
C. SEWER DIVISION
NORMAN SMITH - Superintendent
JOHN MORSE - Engineer
11. Private Contracts, 1959
a) A. Baruffaldo Company
1. Mill River Trunk from vicinity of Whipple Circle to Col- umbian St.
2. Lateral Sewers:
Burkhall St. - Sunrise Drive - Shaw St. - Sumner Rd. - Donellan Circle - Katherine St. - Green St. - Moulton Ave. - Moreland Rd. - Doris Drive - Elva Rd. - North St. - Maltby Lane - Frank Road - Rinaldo Rd. - Bridge St.
b) Pipeline Construction Co.
1. House connections : Pleasant St. Broad St. Spring St.
Front St.
c) DiMascio Bros.
1. Idlewell Section (Part I of III)
Idlewell Blvd. Hibiscus (Part)
Pleasantview Clematis (Part)
Poinsettia (Part)
2. Jackson Square: Commercial St. Broad St. Pleasant St.
Sutton St.
Estabrook Rd. (Part) Bell Rd. (Part)
d) R. A. Buccela & Sons Inc.
1. Trunk from Columbian St. to Randolph
2. Spur sewer to Forest Park Area
227
e) . Klasson & Ericson Klasson Lane
f) Drive-In Development Corp. Offi Bridge St.
2. Sewer Division Common Sewer Construction:
a) Pleasant St. at Pine
b) Eliot St.
c) Glines Ave.
3. Statistics
1958
1959
a) Common Sewer Linear feet
16,017
17,766
b) Particular Sewer Linear feet
1,650
1.863
c) Connections
213
321
Total miles of sewer constructed to date
39.87
Estimated miles of sewers yet to be constructed Total house connections to date
130
2,184
D. HIGHWAY DIVISION
DANIEL SLATTERY - Superintendent
1. Street Construction Summary
1958
1959
a) Oil and sand
230'
b) Stone Penetrate
3,190'
c) Bituminous Concrete
750'
5,720'
Total
4,170'
5,720'
2. Street construction, specific, 1959:
a) Pierce Ct.
(800')
b) Burkhall St.
(650')
c) Islandview (590')
d) Woodbine
(450')
e) Sumner Rd.
(400')
f) Bradley Rd.
(1000')
g) Kathrine (1040')
h) Rinaldo (Part) (200’)
i) Wessagusset Rd. (Part) (590')
3. Local drainage
Ftg./Pipe
C.B. & M. H's
a) Bradley Rd.
1,450'
10
b) Whipple St.
150'
1
c) Phillips St.
100'
2
d) Ells Ave.
730'
9
e) West St.
30'
2
f) Neck and North
520'
5
g) Essex St. (240)
Gutter Improvement
h) Presidents Rd.
Gutter Improvement
i) East and Green
130'
j) Granite St.
20'
1
k) Randolph St.
30'
1
1) Puritan Rd.
150'
1
228
m) Vine St. (at Broad)
15'
1
n) St. Francis (off Pleasant)
50'
0) Wessagusett Rd.
700'
9
p) Wessagussett Rd. (Beach)
960'
15
q) Fourth Ave.
Gutter Improvement
*r) Summer St.
80'
1
** s) Pleasant St. (Jackson Sq.)
100'
2
** t) Commercial (Lower Sq.)
150'
3
Total
5,365'
64
* Included in water contract
** Included in sewer contract
4. Rubbish Collection. June of 1959, Public Works initiated a new schedule of rubbish collection. Rubbish is now collected from each domicile every other week, regardless of a five-week month or Monday holidays. This gives the town four additional collections a year on a continual two week basis.
A careful study was made of the cost and efficiency of rubbish collection for the' purpose of considering collection by private contract. The following recommendations are in force at present.
a) January to June (1960) complete analysis of cost.
b) July through September to invite official proposals for private collection.
c) Further supervisory efforts to increase efficiency.
The study disclosed that for a yearly average 11.3 personnel are engaged in the function full time. The 1959 cost for rubbish col- lection, excluding pension charges, was $60,000.00 - based on 12,000 dwellings gives $5.00 per year per dwelling. Using $5.00 per year per dwelling and allowing for 26 collections per dwelling per year re- sults $0.192 per rubbish collection.
5. Sand Manufacture. In the year 1959, the Highway Division pro- cessed approximately 7,500 yds. of sand for winter ice and summer oiling. This operation is accomplished during the spring, summer and fall when equipment and manpower can be shifted between other operations. This function utilized one truck, large payloader, the screening plant, one heavy equipment operator, one light equip- ment operator and a laborer for a total period of 150 days.
6. Oiling. In the year 1959, approximately 50% of the town accepted streets, excluding penetrated stone and bituminous concrete pave- ments, were oiled under the town plan of sealing every two years. Due to the increase of bituminous concrete used on the Highway Program, the oiling is covering more footage each year.
7. Patching Crew. One truck and four men are continually patching chuck holes, damaged and deteriorated sidewalks. During the oiling season this crew concentrated on the streets to be sealed.
8. Drain Maintenance. One truck and four men, utilized when avail- able, and primarily answering drain complaints. Winter cleaning of brooks-storm cleaning of gutter trash on catch basins-cleaning out of catch basins.
229
9. Street Sweeping. Two sweepers to cover entire town (205 miles of road. One sweeper total time with oiling crew cleaning streets before, and cleaning excess sand up after oiling; other machine available for rest of town. During 1960 it is proposed to put both sweepers on two nights a week and Saturday to get more coverage.
10. Traffic signs, street signs and road painting. The Annual Town Meeting, 1959, transferred this operation from the Police to Public Works. June of 1959, a one-man unit with complete mobile outfit was put into operation. 68 crosswalks, 61 children or "slow" signs, and 6,700 feet of centerline were painted. A portion of this work was accomplished by private contract. Public Works has several experimental crosswalks and centerlines of thermoplastic material installed that is being studied for wear and cost.
11. Dump Maintenance. In late 1959, through the co-operation of the Health Department, the Town Dump land was taken, eliminating the danger of the town losing the dump site. The Tree Dump was transferred to the Town Dump area. This will save on future oper- ational costs. Approximately 26 days are spent maintaining the dump during the year with bulldozer and operator.
12. Highway Mowing. In 1959, the town hired one cutting at the cost of $700.00. In 1960, the Public Works proposed the purchase of a substantial mower that will enable two cuttings per year, plus raking and cleaning of Wessagusset Beach and other areas. Over a projected period, this will cut the cost to the town by 50 per cent.
13. North St. Project. In 1959, Highway Division removed and disposed of one house, and widened the section of North St., off Bridge, entering the Wessagusset Beach area. This eliminated a dangerous condition both to school children and motorists.
E. TREE DIVISION
V. LESLIE HEBERT-Tree Superintendent
During the year 1959, the Tree Division lost many man hours through sickness and prolonged injury.
1. Dutch Elm
a) With purchase of high-powered mist sprayer, more area was cov- ered. Total of 26 days occupied with spraying. Through Decem- ber, 2 Dutch Elm Removal Contracts were let. MacQuinn Tree & Landscape, 107 Trees $1,795.00 Forrester Tree Service 184 Trees 2,498.00
$4,293.00
(Average cost of $14.75 per tree)
b)
Additional contracts will be let during January-March, 1960 Tree Division personnel removed 102 trees, mostly Dutch Elm.
2. Tree Planting
a) Division purchased 497 trees at total cost of $3,740.18. The trees consisted of many species, as recommended by national agencies.
b) Division set out 184 trees throughout the town and stored the balance in the town nursery for early spring planting.
230
c) Extensive work was accomplished in the town nursery, doubling the size of the area. Mulch, humus and natural fertilizer was stockpiled.
3. Special Projects
a) Clearing of Nixes Point at Great Pond (preparation for future supply of sand and/or gravel for Public Works use; operation will also give more water storage area).
b) Clearing of 50 feet roadway from Pleasant St. to Middle St. for construction of water main and access road to Whitman's Pond well.
c) Clearing of Wessagusset Beach Parking lot.
d) Clearing of Winter St. site for proposed Public Works Building.
e) Clearing of Lambert and Morningside Beach at Whitman's Pond.
f) Removal and storage of shrubbery from Columbian Sq. islands.
g) Clearing of Mill River drainage easement.
h) Clearing of Oak Cliff Road for construction of water main.
i) Miscellaneous side-road clearances.
j) Fire and police signal clearance.
k) Tree removal for sidewalk program.
1) Emergency clearance-storms.
m) Recreational media-clearance of So. Weymouth water tower area for Girl Scouts-Weymouth Fair Exhibit.
F. WATER DIVISION
HENRY P. TILDEN-Superintendent
1. In the year 1959, the Water Division lost, through mandatory retire- ment, two key personnel-Mr. Sydney Bean, Superintendent for 20 years, and Mr. George Cleaves, Engineer for 15 years. The Town of Weymouth has, and will continue to benefit from the abilities and foresight of these two men. Mr. Henry P. Tilden, Engineer in the Water Division for 10 years, assumed the responsibilities of Water Superintendent June of 1959.
2. Objectives-Technical
a) Continued efforts to secure and develop additional sources of water.
1. New gravel-packed well with pumping station and pipeline connection to Pleasant St. (Whitman's Pond Well).
2. Land taking for future well and pumping station at Winter St., Continued efforts for increasing pressures and quantity-reinforc- ing of system.
b)
1. Prestressed concrete reservoir, 500,000 gal. capacity, erected on Great Hill.
2. Reinforcing (mains installed).
Bridge St. (to complete loop from Randall Ave.
Standpipe to Edison Standpipe) 12 in. 1,200 l. f. Whitman's Pond Well to Pleasant St. 12 in. 3,200
Bradley Road
12 in. 1,200 Cedar St.
6 in. 400
231
6 in.
600
Oak St.
6 in.
120
Sumner Rd.
8 in.
600
Wituwamat Rd.
4 in.
324
Hyde St.
in.
650
Oak Cliff
in.
800
Bayside Ave.
6 in.
144
Summer St.
12 in.
1,600
Roosevelt Rd.
10 in & 12 in.
1,800
Total
3. Health-Water Quality
a) Biological testing as required by the State Health Department is accomplished by the Reilly Laboratories.
b) An recommended by the Reilly firm, and under their supervision, a local quality control laboratory is being modernized in the Filter Plant.
4. Operational
a) All pumps and motors were overhauled, thoroughly cleaned and put into top operating condition.
b) Weston and Sampson, Consulting Engineers, are in the process of study and recommendation for increased pumping capacity, new meters and general improvement of plant operation and control.
5. Summary Construction
1958
1959
Reinforcing installed
8,200 l. f.
14,188 1. f.
New services installed
130
188
Renewals (incl. road program)
233
230
Hydrants installed new
8
15
Hydrants moved and gated
19
20
Meters (new)
157
190
G. SPECIAL ARTICLES-1959
1. Sidewalk Program-1959
Columbian St. & 128 (Curb and Sidewalk
4,630 l. f.
Pine St. (Curb & Sidewalk)
850 l. f.
Middle St. (Curb & Sidewalk)
820 l. f.
Fogg Rd. (Radius Construction)
80 l. f.
Pleasant St. (Out of Jackson Sq.)
670 1. f.
Kingman St.
420 l. f.
East St.
550 l. f.
Regatta Rd.
440 l. f.
8,460
1958
1959
Foctage of Sidewalk and Curbing
6410
8460
Essex St.
12 in.
300
Wessagusset Rd.
8 in.
1,100
Winstead Rd.
6 in.
150
Keating Circle
14,188 1. f.
232
2. Drainage-Back River Project
The State Department of Public Works, Rivers and Waterways Division, has approved the project and has matched the Town 1958- 1959 funds giving an available total of $440,000 for the first section of the project.
The State Consultants are at present in the process of survey and design of the entire project.
The first contract is expected to go out for bid in the summer of 1960.
3. Other Drainage (Mill River Improvements)
The plans and specifications for this project have been completed by the Engineering Division. Application has been made to the Divi- sion of Waterways, Department of Public Works, for the necessary license. It is expected that this project will go out for bid during the month of January, 1960.
4. Dutch Elm
At present, two contracts have been issued. It is expected that several more completing the 1959 program will be let during the months January-March of 1960.
5. State Protection
State budget problems held this project up during 1959; however, this past fall the State monies were made available and approval granted. Survey and design are in progress at present.
In 1960, Public Works is recommending an additional $12,500 (to be matched by the State under Chapter 91) to be included as one project with the above shore protection. The total joint project would include stone mound and shore protection for some 800 feet along the shore line below Regatta Road. a groin or breakwater easterly of the bathhouse some 300 feet oot into the water, and additional sand.
6. Pumping Station (Whitman's Pond Well)
The Well has been constructed, the station construction is in prog- ress, the equipment is under contract, and the pipeline from the Well out to Pleasant Street (3200 feet) is under construction.
In the planning stages of this project, Public Works considered the various possibilities of making the area attractive to Industry. The access road in which the pipeline from the Well to Pleasant Street is to be constructed is parallel to and approximately 300 feet from the Expressway. This opens the land up on both sides for future in- dustrial development. The access road taking is 50 feet wide, 25 feet of which will be graded in the subgrade elevation of a future street. Weymouth Llight and Power is planning to run heavy service to the Pumping Station along this access road. The town will be in a position to offer industry heavy electrical power, water supply from a 12-inch line, and easy access to readily developable lands in an area already zoned for industry.
233
7. Radio Equipment
At this writing, Public Works has a base station, a remote control station, and 13 mobile units equipped with radio; however, due to governmental complications, the Department is not in service. Public Works has been advised that the equipment will be "on the air" before the middle of January.
It is anticipated that many man hours will be saved and more efficiency will result from this tool.
V. CONCLUSION
Comparative statistics bear out the fact that more work was accom- plished in 1959 than in 1958 with a decrease in personnel and no increase in cost.
Proposed 1960 budget recommends an increase in production with a decrease in budget.
Study analyses will continue into 1960 with the purpose of continued consolidation, possibility of contracting certain services, and shifting of personnel and equipment within divisions.
BOARD OF PUBLIC WORKS
Joseph M. Nover, Jr., Chairman Allan R. Mckinnon, Vice-Chairman John E. McCaffrey, Clerk
George F. Brady Robert G. Ahlstedt
George E. Lane
Everett J. McIntosh
Arthur J. Bilodeau, Supt. of Public Works
DEPARTMENT OF PUBLIC WORKS SUMMARY OF HISTORICAL STATISTICS YEAR ENDING DECEMBER 31, 1959
WATER DIVISION
Population 1955 Census 42,747 on April 1st
Population 1959 Winter: 47,000 (est.); Summer, 47,500
Date of Construction: 1885
By Whom Owned: Town of Weymouth
Source of Supply: Weymouth Great Pond; Circuit Avenue, Gravel Packed Well; Main Street, Gravel Packed Well
Mode of Supply: Pumping to filtration, thence to distribution by pumping to standpipes and by gravity flow. Also, emergency pumping direct from gravel packed wells to system
Capacity of Reservoirs: 5,820,000 gallons
234
PUMPING MACHINERY GREAT POND STATION Low Lift
DeLaval Single Stage Pump
DeLaval Single Stage Pump
1,000 G.P.M. 10 H.P. G.E. Motor 1,250. G.P.M. 10 H.P. G.E. Motor
DeLaval Single Stage Pump
1,500 G.P.M. 15 H.P. G.E. Motor
High Lift
DeLaval Single Stage Pump
1,000 G.P.M. 60 H.P. G.E. Motor
DeLaval Single Stage Pump
1,250 G.P.M. 75 H.P. G.E. Motor
DeLaval Single Stage Pump
1,500 G.P.M. 100 H.P. G.E. Motor
Gravity Booster
DeLaval Single Stage Pump 875 G.P.M. 25 H.P. G.E. Motor
Emergency High Lift
DeLaval Single Stage Pump
1,800 G.P.M. 150 H.P. Sterling Motor Gasoline Driven
CIRCUIT AVENUE EMERGENCY STATION
Deep Well Pump
Pomona Turbine Pump 700 G.P.M. 25 H.P. Westinghouse Motor
MAIN STREET EMERGENCY STATION
Deep Well Pump
Cook Turbine Pump
700 G.P.M. 60 H.P. United States Motor
Distribution Mains
Extended 17,624 Lin. Ft.
Replaced 3,325 Lin. Ft.
Total mains now in use 163.4 miles
Number of hydrants added 16
Total hydrants in use (exclusive of private) 861
Number of gates added 81
Total number of gates in use 1,847
Number of blowoffs 115
Services
Number of services installed in 1959
204
Number of services metered
11,860
Number of services active
12,073
Percentage of active services metered
98.2%
Total Gallons Great Pond Station
1,033,040,000
Total Gallons Circuit Avenue Station
60,710,000
Total Gallons Main Street Station
80,440,000
Total Gallons Consumed
1,174,190,000
Average Daily Consumption in Gallons
3,217,000
Average Daily Consumption Per Capita in Gallons
68.4
Total Gallons Through Domestic Meters
657,719,250
Total Gallons Through Commercial Meters
332,550,000
Total Gallons Measured
990,269,250
Proportional Gallons Accounted For by Meters 84.3%
235
TABLE I METERS IN USE DECEMBER 31, 1959
Size in Inches
Make
5/S
3/4
1
11/2
2
3
4
6
8
10 Totals
Arctic
107
107
Hersey
1298
10
52
30
32
10
9
3
3
1
1440
Keystone
20
20
King
11
1
12
Nash-K
14
14
Trident
829
1
1
831
Watch Dog
9463
92
10
24
9589
Totals 12-31-59
11742
10
144
41
57
10
10
3
3
1
12021
Totals 12-31-58
11485
10
136
40
58
8
9
3
3
1
11749
236
TABLE II CONSUMPTION AND PUMPAGE -1959
High Service
Low Service
Million Gallons
Great Pond
Station
Million Gallons
Main Street
Station
Million Gallons
Total Con.
High Service
Million Gallons
Pumped Great
Pond Station
Million Gallons
Million Gallons
Circuit Avenue
Million Gallons
Total Con.
Low Service
Million Gallons
Total Consumption High & Low Service
Wash Water
Average Percent of
Total Pumped
Great Pond
Average Monthly
Pond Level
January
4216
5.57
47.73
44.85
.31
6.06
51.22
98.95
5.44
162.71
February
32.61
11.26
43.87
33.68
.13
10.63
44.44
88.31
6.67
162.79
March
33.89
17.25
51.14
34.36
.81
13.64
48.81
99.95
6.62
164.16
April
36.11
14.41
50.52
27.56
2.33
11.73
41.62
92.14
4.99
165.64
May
49.04
9.10
58.14
36.34
1.44
9.11
46.89
105.03
4.65
165.79
June
43.35
8.19
51.54
39.48
1.15
4.74
45.37
96.91
4.90
165.69
July
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