Town annual report of Plymouth, MA 1912, Part 9

Author:
Publication date: 1912
Publisher: Town of Plymouth
Number of Pages: 262


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Respectfully submitted, ELWELL H. SMITH, Chief of Police.


FIFTY-EIGHTH ANNUAL REPORT


OF THE


Water Commissioners,


Superintendent


AND


Collector of Water Rates


OF THE


Town of Plymouth


-


1912


Plymouth Twelve


WATER COMMISSIONERS


JOHN W. CHURCHILL-Term expires March, 1915. ROBERT C. HARLOW-Term expires March, 1915. JOHN H. DAMON-Term expires March, 1913. HORACE P. BAILEY-Term expires March, 1914. CHARLES T. HOLMES-Term expires March, 1914.


Superintendent-Arthur E. Blackmer. Assistant Superintendent-Richard W. Bagnell. Water Register-N. Reeves Jackson.


Engineer at Pumping Station-John Bodell. Assistant Engineer at Pumping Station-Albert E. Caswell.


All applications for water must be made at the office of the Water Commissioners.


Superintendent's office, Town Square, near Town House; telephone, office 532-R, shop 532-W.


Meeting of the Commissioners to examine bills and claims against the department, the first Wednesday evening of each month.


Rates payable at the Town Treasurer's office semi-annually in advance, May 1 and Nov. 1.


Bills against the Department must be rendered on or before the first Wednesday of each month, or they will lie over until the following month.


Approved bills paid by the Town Treasurer at the Town Office.


-179-


REPORT OF WATER COMMISSIONERS


The Water Commissioners herewith submit their fifty-eighth annual report.


RECEIPTS.


Appropriation,


$36,000 00


Credits, other departments,


480 52


Contingent,


155 40


$36,635 92


EXPENDITURES.


Overdrawn balance,


$1,842 68


Pump,


3,290 28


Maintenance,


8,686 19


Bonds and Interest,


19,613 64


Extension of Mains,


1,158 95


Extension of Services,


391 19


Sheet iron and rings in stock,


307 15


Meters and setting,


801 23


Screen house at Little South Pond,


507 61


Unexpended balance,


37 00


Total,


$36,635 92


-180-


PUMPING STATION.


Salaries,


$1,700 00


Fuel and light,


1,110 37


Heating and lighting engineer's' house,


108 22


Parts and repairs to machinery,


84 46


Freight and trucking, 9 30


Material and supplies,


175 93


Tools and repairs on tools,


18 00


Repairs to buildings and grounds,


84 00


Total, $3,290 28


MAINTENANCE.


Salaries,


$2,750 00


Labor,


2,796 37


Horse hire,


95 00


Express wagon,


85 00


Horse feed, care, and stable items,


349 64


Freight, express and trucking,


52 39


Stationery, stamps and printing,


158 70


Leaks and repairs in Main pipes,


235 25


Fuel, light and power,


112 76


Telephone,


69 66


Factory and office repairs and supplies,


52 74


Tools bought and repaired,


223 35


Renewing services,


196 25


Cost of frozen services,


432 76


Miscellaneous,


910 97


Leaks repaired in service pipes,


165 35


Total,


$8,686 19


-181-


BONDS.


Bond paid to issue, June 1, 1885,


$2,800 00


Bond paid to issue, August 1, 1890,


1,300 00


Bond paid to issue, August 1, 1894,


800 00


Bond paid to issue, October 2, 1892,


1,500 00


Bond paid to issue, May 1, 1901,


1,000 00


Bond paid to issue, July 1, 1903,


666 66


Bond paid to issue, April 15, 1905,


500 00


Bond paid to issue, April 15, 1905,


500 00


Bond paid to issue, November 15, 1905,


600 00


Bond paid to issue, July 1, 1907,


1,000 00


Bond paid to issue, February 15, 1908,


1,000 00


Bond paid to issue, June 1, 1909,


1,000 00


Bond paid to issue, July 1, 1910,


2,000 00


Total bonds paid,


$14,666 66


INTEREST.


Interest paid on issue, June 1, 1885,


$280 00


Interest paid on issue, August 1, 1890,


312 00


Interest paid on issue, August 1, 1894,


256 00


Interest paid on issue, October 2, 1899,


480 00


Interest paid on issue, May 1, 1901,


332 00


Interest paid on issue, July 1, 1903,


537 48


Interest paid on issue, April 15, 1905,


61 25


Interest paid on issue, April 15, 1905,


61 25


Interest paid on issue, November 15, 1905,


294 00


Interest paid on issue, July 1, 1907,


820 00


Interest paid on issue, February 15, 1908,


820 00


Interest paid on issue, June 1, 1909,


332 50


Interest paid on issue, July 1, 1910,


360 00


Total interest paid,


$4,946 98


Bonds,


$14,666 66


Interest,


4,946 98


Total bonds and interest, $19,613 64


-182-


COMMISSIONERS' REPORT


The year of 1912 has not been one of great activity in the Wa- ter Department, so far as construction work is concerned.


A brick building has been built over the screen well at Little South Pond at a cost of $507.61, and a few minor extensions of distribution pipes have been made at a cost of $1,158.95, as de- tailed in the report of the Superintendent.


The only work that now appears necessary for the year 1913, is the laying of about 700 feet of 10 inch pipe on Main Street Ex- tension, to connect the 10 inch pipe on Sandwich Street with the 12 inch pipe on Main street.


This work is proposed at this time in order that the pipe may be laid before Main Street Extension is macadamized the com- ing summer.


The Commissioners have had one meeting with the Committee appointed by the Moderator at the March Town Meeting to present a report to the Town, relating to the installation of meters, and believe that a substantially complete meter system should be installed within the next ten or twelve years.


The Department paid $19,613.64 on bonds and interest during 1912, but if no more bonds are issued during the next ten years, and no reason now appears why there should be, the bond and in- terest payment will drop to $4,478.14 in the year 1922, a total decrease of $15,135.50, or an average annual decrease of about $1,500.


-183-


By taking $1,800 from the revenue each year, giving a total of $3,300 annually to be spent for meters, the whole town could probably be metered in about thirteen years with no issue of bonds.


We recommend an appropriation of $18.000 for the ensuing year.


Respectfully submitted. JOHN W. CHURCHILL, JOHN H. DAMON, HORACE P. BAILEY, ROBERT C. HARLOW, CHARLES T. HOLMES.


-184-


SUMMARY OF STATISTICS.


Published by request of the New England Water Works Association.


PLYMOUTH (MASS.) WATER WORKS.


Population by census of 1910, 12,100.


Date of construction, 1855.


By whom owned. Town.


Source of supply, Great and Little South and Lout Ponds.


Mode of supply. Gravity for low service and pumping for high service.


PUMPING.


1. Builders of Pumping machinery : Barr and Worthington.


2. Coal: (b) bituminous; (d) brand various; (e) average cost per gross ton, $4.95.


3. Total fuel, 505,575 pounds.


5. Total water pumped, 309,486,850 gallons.


6. Average static head, 65 feet.


7. Average dynamic head, 70 feet.


8. No. gallons pumped per pound of coal, Worthington, 475.6; Barr, 614.2.


9. Duty of Barr pump, 35,843,000; Worthington, 27,794,000. Cost of pumping figured on pumping station expenses, $3,290.28.


10. Per million gallons against dynamic head into direct pipe, $10.56.


-185-


11. Per million gallons raised one foot high (dynamic), 15 cents.


Cost of pumping figured on total maintenance, viz: $11,976.47.


12. Per million gallons against dynamic head into direct pipe, $38.70.


13. Per million gallons raised one foot high (dynamic) $.553


SERVICES.


16. Kind of pipes ; lead and cement lined.


17. From one-half inch to four inches.


18. Extended 455 feet.


20. Total now in use, 7 miles, 1,702 feet.


21. Service taps added, 37.


22. Number now in use, 2,555.


23. Average length of service, 12.3.


24. Average cost of service, $10.57.


27. Motors and elevators added : None.


28. Number now in use: One motor.


DISTRIBUTION.


1. Kind of pipe used: Cement lined and wrought iron, prin- cipally cement lined.


2. Sizes: From 2 inch to 30 inch.


3. Extended, 1740 feet.


4. Discontinued, 609 feet.


5. Total now in use, 53 miles, 5,080 feet.


6. Cost to repair per mile, $4.37.


7. Number of leaks per mile, .44.


8. Small distribution pipes, less than 4 inch, 10 miles, 3,114 feet.


9. Hydrants added, 1 post. Discontinued, 1 flush hydrant.


-186-


10. Hydrants now in use : 221 public ; 52 private.


11. Stop gates added, 10. Discontinued, none.


12. Number now in use, 610.


13. Small stop gates less than 4 inch, 140.


14. Number of blow-offs, 42.


LABOR.


Total labor for 1912,


$4,160 07


Laying pipe,


$473 55


Services,


97 85


Meters,


122 75


Renewed services,


49 90


Leaks in main pipe,


188 00


Leaks in service pipes,


116 30


Labor about grounds and buildings,


84 00


Miscellaneous labor for other departments, 231 35 All other labor, 2,796 37


$4,160 07


FINANCIAL


MAINTENANCE.


A. Water rates, domestic,


$34,109.37 3,042.48


A.A. Management and repairs, B.B. Interest on bonds,


$11,976.47 4,946.98


$37,151.85


928.00


21,156.40


$38.079.85


$38,079.85


.


Paid bonds and notes, Carried to Construction Acct., Total,


$14,666.66 6,489.74


$21,156.40


CONSTRUCTION.


$6.489.74


Overdrawn balance,


$1,842.68


Extension of Mains,


1,158.95


Extension of services,


391.19


Sheet iron in stock,


307.15


Meters and setting,


801.23


Screen house


507.61


$456,018.88


Unexpended balance,


37.00


$5,045.81


$14,666.66 paid yearly on principal. Bonded debt at 31/2 per cent .. . 6 33/4


$28.800.00


13.999.86


4


76,200.00


$118,999.86


-187-


Profits of maintenance,


Cost of works,


Town appropriations,


From profits.


$165,717.66 290,301.22


Total, Profit for year, Total,


$16,923.45


Total


B. Water rates, manufacturing,


Total water receipts, Miscellaneous,


-188-


REPORT OF THE COLLECTOR OF WATER RATES


Gentlemen-I hereby submit the annual report of the Col- lector of Water Rates for the year 1912.


The Collector is charged as follows :


Dr.


Arrears,


$7,760 35


Water Rates,


38,371 75


Labor and Material,


1,104 25


$47,236 35


Cr.


Total Collections,


$38,079 85


Abatements,


2,798 09


Uncollected Rates,


6,079 19


Uncollected Labor and Material,


279 22


$47,236 35


Water is supplied to 2,709 families; 2,123 water closets, 1,002 bath tubs; 203 stores, offices and shops: 103 stables ; 438 horses ; 199 cows; 25 urinals; 4 cemeteries ; 9 engines ; 12 fish and meat markets; 5 banks; 8 churches: 1 water motor; 3 laundries ; 8 manufactories; 2 photograph saloons; 7 saloons ; 4 bakeries ; 10 hotels and boarding houses ; 3 hothouses ; 2 print-


-189-


ing offices ; 6 public halls ; 2 billiard rooms, 2 cigar manufactor- ies ; gas works; N. Y., N. H. & H. R. R. road locomotives ; 2 electric plants; 3 woolen mills; county buildings, town build- ings and street sprinkling.


Yours respectfully, N. REEVES JACKSON, Collector Water Rates.


-190-


SUPERINTENDENT'S REPORT


To the Board of Water Commissioners-


GENTLEMEN : I herewith submit the annual report of the Superintendent of the Plymouth Water Works for the year end- ing December 31, 1912.


ACCOUNT OF PIPES LAID FOR YEAR ENDING DECEMBER 31, 1912.


LOCATION


Length in feet.


Size in inches


Cost


Water St. Extension,


238


2


$115.00


Ocean and Western Avenues,


578


4


394.64


27


4


Summer Street.


35


6


40


21/2


95.30


Savery Avenue,


45


4


39.60


Stafford Lane.


297


6


213.26


Rear Standish Avenue,


45


6


46.60


Birch Avenue,


63


4


51.11


Brewster Street-from Court,


36


G


53.83


Maple Place,


305


2


149.56


TOTALS,


1,740


$1,158.95


31


6


SERVICES.


Thirty-seven new service pipes have been laid at a cost of $391.19. Seventeen service pipes have been renewed at a cost of $196.25. There have been thirty-one leaks in service pipes repaired at a cost of $165.35. *


-191-


CONSUMPTION FOR 1912.


Plate 2 shows graphically the high service and low service consumption, and the total consumption which is the sum of these two. This diagram shows the daily average quantites for each week in the year.


The daily average total consumption was 1,371,000; the high service being 848,000 gallons, and the low service 523,000 gal- lons.


The total consumption for the year was 500,460,000 gallons, of which the high service furnished 309,480,000 gallons, or 61.8 per cent., and the low service, 190,980,000 gallons, or 38.2 per cent.


This diagram shows clearly the variation in consumption that occurs with extreme conditions of cold or draught, by noting the high points in the curve during the cold weather of January and February, and the hot, dry weather of July.


METERS.


There are now in use for manufacturing, laundries, stables and garages, fish markets and domestic purposes, the following num- ber of meters of sizes shown below. The last column indicates the amount of water in gallons that passed through these meters in 1912.


-192-


TABLE OF METERS NOW IN USE.


FOR WHAT USED


6 in 4 in


2 in 11/2 in 1 in 34 in 5/8 in Total


T'] Amt.of wa- ter used through meters,gals.


Manufacturing


3


4


2


2


4


4


19


74,028.600


Laundries


1


1


1


3


2,853,400


Stables and garages


1


2


3


853.000


dredgers


2


2


480.500


Fish markets


3


3


322,600


County Farm, Armory, business blocks, etc.


2


3


12


5,346,000


Green houses,


2


1


1


4


348,200


Golf grounds,


2


1


2


3


8


817,100


Domestic


3


3


17


67


90


10,215,300


Totals


3


4


10


4


13


22


88


144


95,164,700


With 2,555 services in use and 144 meters, we are 5.7 per cent. metered, and through those meters passed 95,164,000 gal- lons of water, or 19 per cent. of our total consumption.


CONSUMPTION IN MILLION GALLONS.


As a matter of record the table is given below, showing our high and low service and total consumption of water, and the consumption of four of our largest metered consumers for the last five years.


Consumption in Million Gallons.


Year


High Ser- vice


Low Ser vice


Total


American Woolen Co.


Plymouth Elec. Lt. Co.


N. Y., N. H. & H. R. R.


B. & P St. Ry. Power Station


1908


235


210


445


63


4


18


4


1909


250


212


462


1


20


1


1910


269


188


457


48


6


20


1


1911


289


189


478


55


6.6


7


1.5


1912


309


191


500


54.9


7.3


7.6


2.4


Supply for


tugs


and


Gardens, Cemetery


103.0


104.0


105.0


June


July


Aug


Sept


Oct


Nov


Dec


123


Feb


Mar


April


1906


May


June


July


Aug


Sept


Oct


Nor


Dec


Jan


Feb


Mar


April


May


1 9 0 7 0 ٧


Aug


Sept


oct


Nor


Dec


127


Feb


Mar


April


May


June


July


Aug


Sept


oct


Nor


Dec


122


Feb


Mar


April


May


6


June


July


Aug


Sept


Oct


Nor


DEC


182


FE6


Mar


April


May


Juge


July


Aug


Jept


Oct


Nor


Dec


122


Feb


Mar


April


May


June


July


Aug


Jept


Oct


Nor


Dec


Jan


Feb


Mar


April


1912


May


June


July


Aug


Sept


Oct


Nov.


Dec


103.0


104.0


105.0


Plate I.


.


Diagram showing variation in elevations of Great South Pond from June, 1905, to Jan. 1912.


1908


June


July


1 909 0


1910


1 9 11


1905


Diagram showing variation in high service, low service, and total consumption, also daily average of each from Jan. 1, 1912, to Dec. 29, 1912.


500 000


000.000


500 000


600.000


200.000


500.000


000.00€


1.000,000


1.100.000


00000F1


000.005-1


000.00+-1


000.005-1


000.009-1


1.700.000


1.800.000


1.200.000


2.000.000


2.200.000


.. 11


.. 18


4. 85


Mar 3


$ 10


.12


1


0


4


. 31


Apr > . 14


1


A


A


X


May 5


0


4


. 19


. 26


June 1


- 15


- 22


. 30


July 1


0 03


1


000


Aug + .. 11


Forschern


Boks


V


Sept 1


.. 8:


€15


22


. 29


Oct 6


.. 13


. 20


- 22


-


-


h


# 17


--


-L


Dec 1


.. 8


15


22


* 29


O


000


000.00€


500.000


600.000


700.000


800.000


900.000


1.000.000


1.100.000


1.200.000


000.00F1


1.100.000


1.500.000


1.600 000


1.700 000


1.800.000


1.900.000


2.000 000


2100.000


000.0022


2 -


127-7


1. 14


-


. 21


-


-


-


L


5


.. 12


4


02/2125 4 6.0


L


0


: 18


# 25


4


----


0


1


Nov 3


. 10


- 21


- -


$400


1 14


· 21


.. 28


- 24


Arena


Plate II.


GALLONS PER 24 HOURS


-193-


POND HEIGHTS.


Plate 1 shows the variation in elevation of Great South Pond from June, 1905, to December, 1912. At no time during. the year 1911, did the pond rise above elevation 104, due probably to the low rainfall of the preceding year, 38.88 inches, while the rainfall for 1911 was 46.21 inches, or 0.21 inches above normal, which probably accounted for the rise in our pond in the year 1912. This diagram would seem to indicate that nearly a year elapses before our ponds feel the effects of a very wet or dry year.


RAINFALL.


The rainfall table on another page shows the annual rainfall since 1887, and the annual and monthly rainfall since 1891.


According to this table our average annual rainfall for the past twenty-six years has been 46.00 inches, while the normal rainfall in Massachusetts, as deduced from long continued observations, is 44.86 inches.


The last column in this table shows the variation in inches above or below the average for each year of rainfall since 1887.


It will be seen that for the year 1912, there was a deficiency of 2.08 inches.


Plymouth Thirteen


-- 194-


SCHEDULE.


Showing number of feet of each size of pipe and number and size of gates, blow-offs and hydrants.


Size in inches


LENGTH OF PIPE IN FEET


No. of Gates


No of Check Valves


No. of Air Cocke


No. 10 in. B. O.


No. & in. B. O.


No. 6 in. B. O.


No. 4 in. B. O.


No 2 in. B. O.


No. 11/2 in. B. O.


No. Hydrants


30


80


20


190


4


8


1


16


16 424


12


13


42


3


14


10,352


11


1


9


8


12


11,230


28


6


2


1


15


10


34,565


56


2


8


1


3


31


8


27,749


69


5


1


2


36


6


47,613


123


5


4


3


55


4


75,078


178


70


3


7,249


12


216


40


2


45,031


116


3


5


2


11/2


382


2


1


1


1,407


7


3/4


985


2


1


-


-


-


285,799


€20


3


65


3


1


9


10


18


1


217


PUMPING STATION.


The records of the pumping station shown on another page, give in detail the amount of water pumped, fuel used, duty of pumps, etc.


3


3


1


1


2


co /


1


18


7,424


PUMPING RECORDS, 1912.


The pumping station records shown on this page give in detail the amount of water pumped, fuel used, etc., at the pumping station during the year 1912.


MONTHS


Hours run fuel used


Total lbs. No. gallons pumped


Total No. Gals. low service


Rain in inches


Average temperature Daily aver- age water pumped Min. gallons Max.


Daily aver- age fuel pounds


January


3011%


41,125


28,868,200


18,409,000


4.88


26.7


12.5


931,071


1520


February


.


2841/2


45,145


27.274,300


16,329,000


4.00


29.3


13 5


940,493


1557


March


2641/4


43,210


25,587,750


16,085,000


7.51


41.


25.5


835,088


1394


April


.


23.51/2


38.285


22,491.800


15,181.000


3.87


53.


36.


749,726


1276


May .


.


2391/4


37,980


23.022,350


16,234,000


4.71


63.6


46.


742,656


1225


June .


.


3491/4


52.100


34,602,050


17.058,000


.39


75.7


52.4


1,153,401


1736


July .


368


53.470


37,270,350


18,124,000


2.32


79.5


61.


1,202,269


1725


August


2583/4


40,820


25,731,200


14,709,000


3.50


73.


57.


830,038


1316


September


2341/4


36,940


23.313.500


13,455.000


1.49


67.8


52.


777,116


1231


October


2171/2


37,980


21,641,950


16,264,000


1.26


62.


43.


698,127


1225


November


1963/4


35,465


19,349,000


13.352,000


3.83


48.7


33.2


644.966


1182


December .


2023/4


37,055


20.339,400


15,781,000


6.16


41.5


27.


656,109


1195


3,1521/4


505,575


309,486.850


190,981,000


43.92


Hours run


Total lbs. Fuel used


No. gals. pumped


Av. No. gals. to 1 1b. coal


Average duty for year


New pump Old pump


·


3096 561/4


497,230 8,345


305,510,650 3,976.200


614.2 475.6


35,843,000 27,794,000


-195-


Table showing total rainfall since 1887, and monthly rainfall since 1891. Also annual variation from the average in inches.


YEAR


JAN.


FEB.


MAR.


APRIL


MAY


JUNE


JULY


AUG.


SEPT.


Ост.


Nov.


DEC.


TOTAL


Variation from av.


1887


50.28


4.28


1888


49.14


3.14


1889


51.80


5.80


1890


44.65


1.35


1891


8.36


5.32


5.04


4.02


1.99


2.23


2.55


1.43


2.23


5.92


1.79


3.77


1892


3.79


2.72


4.56


1.26


3.91


2.12


1.81


4.16


2.41


2.29


7.12


1.75


37.90


8.10


1893


2.88


6.66


6.17


4.45


4 39


2.50


2.71


5.80


1.73


2.16


3.29


5.59


48.33


2.33


1894


3 50


4 85


1.56


3.97


4.35


1.54


1.08


0.73


2.37


7.97


4.98


5.78


42.68


3.32


1895


3.54


0.87


2 71


4.79


2.73


2.04


3.58


2.05


3.27


6.89


3.95


3.85


40.27


5.73


1896


2.75


4.73


5.82


0.88


2.93


3.59


2.27


1.71


5.65


3.60


3.41


1.75


39.09


6.91


1897


4.24


2.08


2.31


4.28


3.65


2.99


2.88


2.91


1.42


0.87


6.42


3.27


37.32


8.68


1898


3.75


4.04


2.27


5.82


5.65


1.93


6.58


7.33


1.35


8.96


8.48


2.24


58.40


12.40


1899


6.52


5.23


6.77


1.18


1.40


3.62


3.79


1.17


6.92


3.03


2.28


1.60


43.51


2.49


1900


4.86


5.35


3.62


1.95


5.11


2.29


1.37


3.28


3.10


5.40


5.36


3.15


44.84


1.16


1901


2.51


1.70


6.86


7.78


8.54


1.46


4.38


2.25


2.77


2.07


2.59


10.20


53.11


7.11


1902


2.22


5.53


7.82


2.98


1.52


3.68


1.89


1.43


3.65


5.32


1.72


6 77


44.53


-


1.47


1903


4.43


5.36


7.94


7.45


0.67


4.76


2.44


5.44


1.45


6.32


3.22


3.98


53.46


7.46


1904


5.44


3.61


2.47


9.11


2.23


2.58


4 02


3.52


3.18


1.85


3.53


4.10


45.64


.36


1905


4.50


2.16


2.87


2.32


1.11


8.01


1.78


2.99


6.93


1.72


2.04


4.21


40.64


5.36


1906


4.05


5 33


8.69


2.34


5 28


2.36


6.42


2.02


2.98


4.50


3.45


3.13


50.55


4.55


1907


3.92


3.41


2.31


4.08


3.68


2.70


1.10


1.82


11 16


2.91


6.82


6.90


50.81


4.81


1908


3.78


4.37


3.95


2.48


2.98


2 30


3.87


4.41


1.61


10.19


1.53


4.28


45.75


.25


1909


5.44


6.18


3 74


6.41


3.51


3.03


1.83


2.44


4 95


2.23


8.15


3.34


51.25


5.25


1910


5.98


5.82


1.05


2.51


2.27


3.82


2.71


2.32


1.81


1.94


5.69


2.96


38.88


-


7.12


1911


3.17


3 45


3 38


3 68


0.77


3.05


6 84


4.66


3.44


3.60


6.59


3.58


46.21


.21


1912


4.88


4.00


7.51


3.87


4 71


0.39


2.32


3 50


1.49


1,26


3.83


6.16


43.92


2.08


--


---


Av.


4.29


4.22


4.54


3.97


3.33


2.86


3.08


3.03


3.45


4.13


4.38


4.19


46.00


-


-


-


--


.


43.14


- 2.86 Per Cent


-196-


-197-


Table showing average daily yield of water shed for 1912:


MILLION GALLONS


Month


Consump- tion


Increase or decrease in ponds


Av. Daily yield in gallons


Rain- fall


January,


47.2


17.3


2,080,000


4.88


February,


43.6


25.4


2,380,000


4.00


March,


41.7


85.0


4,090,000


7.51


April,


37.6


44.0


2,720,000


3.87


May,


39.2


8.8


1,550,000


4.71


June,


51.7


42.0


320,000


0.39


July,


55.3


-18.7


1,180,000


2.32


August,


40.4


-26.7


440,000


3.50


September,


36.8


-37.1


000,000


1.49


October,


37.9


-20.5


560,000


1.26


November,


32.6


-10.0


750,000


3.83


December,


36.1


25.7


1,990,000


6.16


Average,


1,505,000


Table showing approximate average daily yield of water shed in gallons, and average daily use from 1908 to 1912, inclusive :


Year


Daily Average Yield


Total Rainfall in inches


1908,


1,220,000


1,174,000


1909,


1,267,000


1,295,000


1910,


1,251,000


1,056,000


1911,


1,310,000


1,023,000


1912,


1,370,000


1,505,000


Average,


1,284,000


1,211,000


-198-


WATER ANALYSES.


The following page shows the analyses made by the State Board of Health at frequent intervals during the year 1912 of the water from Great and Little South and Boot Ponds.


Respectfully submitted,


ARTHUR E. BLACKMER, Supt.


WATER ANALYSIS, 1912


DATE OF


APPEARANCE


NAME


OF


POND


COLLEC- TION.


EXAMI- NATION.


TURBID- ITY


SEDI- MENT


COLOR


99284


Boot


1912 April 24


April 25


None


V. Slight


.00


V. faintly vegetable None


Faintly vegetable


2.50 0.70 1.80


.0014 .0130 .0118 .0012 .60 .0020 .0000


99285|


Little South


April 24


April 25


V. Slight


V. Slight


.00


99286


Great South


April 24


April 25


None


V. Slight


.00


None


2.40


0 65


1.75 .0008 .0096 .0078 .0018 .63 .0000 .0000


100401


Great South


June 19


June 21


None


V. Slight


.00


None


2.40| 1.10


1.30 .0008 .0090 .0068 .0022 .64 .0000


.0000


.06 0.5 .0010


100402


Boot


June 19


June 21


V. Slight


Slight


.00


None


Faintly vegetable


3.15 0.85| 2.30


.0012 .0136 .0116 .0020 .62 .0010


.0000


.06 0.3 .0020


100403


Little South


June 19


June 21


V. Slight


V. Slight


.00


None


None


2.95


1.15|1.80 .0026 .0138 .0106


.0032 .68.0010


.0000


.07 0.2 .0050


101990


Boot


Aug. 23


Aug. 23


V. Slight


Slight


.00


None


None


2.50 0.80| 1.70 .0012 .0176 .0124 .0052 .65


.0000


.0000


.10 0.2 .0010


101991


Great South


Aug. 23


Aug. 23


V. Slight V. Slight


.00


None


2.90 1.20 1.70 .0014 .0108 .0086


.0022 .67


.0000


.0000


.06 0.2 .0010


101992 Little South


Aug. 23


Aug. 23


V. Slight


Slight


03


Noue


V. faintly vegetable V. faintly vegetable


3.10 0.85 2.25 .0018 .0216 .0150 .0066 .72 .0000


.0001


.12 0.2 .0080


103361


Little South


Oct. 16


Oct. 17


V. Slight V. Slight


00


Faintly vegetable


2.65


1.05 1.60 .0028 .0192 .0162 .0030 .70 .0000 .0000


103362


Great South


Oct. 16


Oct. 17


V. Slight V. Slight


.00


Faintly vegetable


2.25 0.90 1.35 .0016 .0116 .0098 .0018 .68 .0000


.0000


.16 0.2 .0080


103363| Boot


Oct. 16


Oct. 17


V. Slight V. Slight


.00


Faintly vegetable


Distinctly unpleasant Faintly earthy


:3.25


1.10


2.15 .0034 .0180 .0146 .0034 .68 .0000 .0000


.16 1.7 .0450


104961| Little South


Dec. 24


Dec. 24


V. Slight Slight


.02


V. faintly vegetable None


V. faintly vegetable V. faintly vegetable


2.35


1.10 1.25 .0026 .0150 .0124 .0026 .71 .0000 .0000


.16 0.5 .0120


104962


Great South


Dec. 24


Dec. 24


V. Slight Slight


.00


RESIDUE ON EVAPORATION


AMMONIA


NITRO- GEN A8


TOTAL


LOSS ON


IGNITION


FIXED


FREE


TOTAL


IN SO-


LUTION


In Sus-


pension


Nitrates


Nitrites


OXYGEN


CONSUMED


HARDNESS


IRON


V. faintly vegetable V. faintly vegetable None


3.20 1.35 1.85 .0012 .0114 .0030


.0024 .58


.0000


.0000


.12 0.2 .0040


104960


Boot


Dec. 24


Dec. 24


V. Slight Slight


05


V. faintly vegetable V. faintly vegetable


2.05 0.95


1.10 .0008 .0186 .0132 .0054 .67 .0000 .0000


.16|0.2.0100


None


2.50 0.80 1.70 .0022 .0122 .0094 .0028 .66 .0000 .0000


.12 0.5 .0080


No.


ODOR COLD


ODOR Нот


ALBUMINOID


CHLORINE


.12 0.2 .0040


.10 0.2 .0040


.20 0.2 .0060


ANNUAL REPORT


OF


SCHOOL COMMITTEE


FOR THE


Year Ending December 31


1912


-203-


SCHOOL COMMITTEE


Earl W. Gooding, Term ends, 1914


William M. Douglass, Term ends, 1914


J. Holbrook Shaw, Term ends, 1915


Edward W. Bradford, Jr., Term ends, 1915


George C. Peterson, Term ends, 1913


William W. Brewster, Term ends,


1913


Chairman, William W. Brewster.


Secretary, Earl W. Gooding.


The committee meet at their rooms in Town Square on the first and third Tuesdays of each month at ?. 15 p. m.


Superintendent of Schools, Francis J. Heavens.


Office hours, 4.15 to 5.15 p. m. each school day.


Truant Officer, John Armstrong.


STANDING COMMITTEES.


Finance-Messrs. Peterson and Shaw. Repairs-Messrs. Brewster, Douglass and Gooding. Janitors and School House Supplies-Messrs. Bradford and Gooding. Heating and Ventilation-Messrs. Brewster and Douglass. Text Books and Course of Study-Messrs. Peterson and Shaw.


-204-


SCHOOL SESSIONS.


High School-8 a. m. to 1 p. m.


North Schools-Grammar and Primary-Morning session, 9 to 11.50 o'clock; afternoon session, 1.30 to 3.45 o'clock.


Centre Schools-Morning session, 9 to 11.50 o'clock; afternoon session, 1.45 to 4 o'clock (except from Nov. 1 to Feb 15, when the afternoon sessions are from 1.30 to 3.45 o'clock).




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