Town annual report of Plymouth, MA 1914, Part 14

Author:
Publication date: 1914
Publisher: Town of Plymouth
Number of Pages: 364


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With the type of desk used here this is impracticable, as the pupil would be unable to get into and out of the seat easily. In practice it has been found that a minus distance of 11/2 inches gives good results, and does not interfere seriously with move-


1


-296-


ments of the pupil in sitting and rising. It is impossible also with desks made as deep as the Chandler type to get them as low as they should be in relation to the seat, because the lower portion of the desk interferes with the pupils' knees.


The perfect type of school furniture has not yet been evolved, though hundreds of models have been made, for the most part in Europe, but this does not excuse us from doing the best we can with what we have.


Two general adjustments should be made, one at the begin- 'ning of the fall term, and another probably about the first of May, as the period of maximum growth of pupils includes the spring and summer months, comparatively little change taking place during the fall and winter.


· With all furniture adjustable, the desk and chair fixed at the proper minus distance, and properly adjusted under com- petent supervision, we shall have less eye-strain, fewer round shoulders and twisted backs, better discipline and better work, but as Dr. Cornell, Director of medical inspection of public schools of Philadelphia, observes "in considering the question of school furniture we should bear in mind that any seat is in- jurious if used by a child for many hours continuously". To quote again from Dr. Edward R. Shaw; "In the first year, the child should not be confined at his desk more than one-third of the time. In the succeeding years of the elementary school the total amount of time at the desk may be gradually length- ened, but in addition to regular recesses there must be provided frequent short intervals of respite from sitting at the desk, de- voted mostly to some form of brisk physical exercise. In the last year of the elementary school course, besides the recesses and the passing to and from recitations, there should be stated periods of three minutes each during the morning session de- voted to physical exercise."


There is little to criticise in our schools in this respect. Out of door recesses are required and the school sessions are inter- spersed with frequent physical exercises such as folk dancing,


MODERN ADJUSTABLE SCHOOL FURNITURE, SET UP WITH A MINUS 1 1-2in. DISTANCE AND ADJUSTED.


.


NON-ADJUSTABLE, ILL-FITTING SCHOOL FURNITURE.


1


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which not only rest the tired strained body, but promote hap- piness and contentment in the school.


The children in the three lower grades are not often seated for more than a half hour continuously. This is excellent for relaxation but for working periods the school furniture should be adjustable and adjusted as suggested, and teachers should insist, not occasionally, but daily and hourly if necessary, that the children keep at a distance of not less than 12 inches from their work until the correct position becomes a habit.


CONTAGIOUS DISEASE.


The attention of parents is called to the rules recently adopt- ed by the Board of Health governing the attendance of school children with or exposed to contagious disease. These rules do not differ greatly from those under which we have been work- ing for some time, but there are several new points, such as a definite minimum period of exclusion in diphtheria, measles and scarlet fever, and a definite time from which periods of ex- clusion are to be dated, namely from the last attendance. More- over the rules have the legal advantage of being issued by the Board of Health.


Rules of the Board of Health Governing the Attendance of School Children.


Rule 1. All children or other persons, exposed to the in- fection of the following diseases, shall be excluded from the public schools for the following periods, dating from the latest exposure to such infection :


Chicken pox,


14 days


Diphtheria,


8 “


Measles,


14


Mumps,


14


"


Scarlet Fever,


8


Whooping Cough,


14


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and in case of other diseases or defects, for which exclusion is provided by law (unless otherwise provided by regulation of the Board) until such time as satisfies the school physician that danger of infection is passed.


2. A child from a family where mumps or whooping cough exists, but who has had the disease, may attend school, provided he or she present a certificate from a practicing physician stat- ing that in his opinion the child has had the disease.


3. Children with pediculi, (lice) shall be excluded at once by the teacher or school nurse; provided with printed direct- ions for the removal of the pediculi, and instructed to return at once after following the directions.


4. Children affected with ringworm, scabies, or impetigo contagiosa will be excluded from school by the school phy- sician until such time as the disease is reported cured or shows evidence thereof and no longer liable to cause infection of other children. Cases so excluded should be re-admitted upon the written certificate of a physician that these conditions have been fulfilled.


5. Children who have been ill with one or more of the dis- eases mentioned in Rule 1, shall be excluded from school until the teacher has been furnished with a certificate from the Board of Health or from the attending physician.


6. The minimum periods of isolation for the diseases speci- fically mentioned in Rule 1 shall be as follows, reckoned from the last attendance :


(a) Chicken pox 15 days, and thereafter, until all scabs have fallen off.


(b) Diphtheria 21 days, or until two successive negative cul- tures have been obtained, from the site of the disease, secured at least 24 hours apart.


(c) Measles 21 days, and thereafter, until all catarrhal symp- toms have ceased.


(d) German measles 7 days after disappearance of eruption.


(e) Mumps 21 days, and thereafter, until all glandular swell- ing has disappeared.


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(f) Scarlet fever 42 days, and thereafter, until desquamation is complete, and all discharges from mucous membranes have stopped.


(g) Whooping cough 35 days, and thereafter, until all spas- modic cough and whooping have ceased.


7. Under no circumstances is a child who has been absent, with one of the diseases named in Rule 6, to be admitted in less than the number of days given for that disease.


PLYMOUTH BOARD OF HEALTH,


HARRY R. TALBOT, Sec' y. Adopted Dec. 29, 1914.


The days of exclusion mentioned in Rule 1 do not apply to childen who are ill with the diseases listed, but to children ex- posed to them. The periods of exclusion for children actually suffering with the diseases will be found in Rule 6.


These rules have not been hastily and arbitrarily drawn up. The periods of isolation given are those advised by medical ex- perts on contagious diseases and found to be efficient in practice in the control of these diseases in large communities. Before final adoption by the Board of Health, they were submitted to the state health authorities, and are undoubtedly adequate to meet the needs of our community, but in order to get the great- est amount of protection from them, all parents should be familiar with them and assist in every possible way to carry out not only the letter but the spirit of their requirements. It is a short sighted parent who tries to keep a child who may carry contagion, in school at the risk of crippling the school by starting an epidemic. In cases where there is doubt in the mind of the parent whether it is best to send a child to school, the family physician, the school nurse, or the school phy- sician should be consulted.


The following is a classified list of diseases and defects found among the pupils during the past year :


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1. Infectious Diseases-


Chicken pox, 13


Mumps,


8


Tonsilitis,


3


2. Diseases of the Oral and Respiratory Tract-


Enlarged tonsils,


690


Decayed teeth,·


1,202


Adenoids,


139


Nasal catarrh,


76


Laryngitis,


6


Other diseases of the respiratory tract,


29


. 3. Diseases of the Eye-


98


Conjunctivitis,


45


Blepharitis,


Strabismus,


35


Defective eyesight,


56


Other diseases of the eye,


17


4. Diseases of the Ear-


Acute otitis media,


8


Chronic otitis media,


6


Defective hearing,


29


Other diseases of the ear,


1


5. Diseases of the Skin-


Acne,


6


Eczema,


52


Furuncle,


12


Herpes,


24


Impetigo contagiosa,


114


Pediculosis capitis,


22


Pediculosis capitis-nits,


162


Pediculosis corporis,


3


Rhus poison,


30


Scabies,


3


Tinea,


4


Other skin diseases,


20


Muscular asthenopia,


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6. Diseases of the Nervous System-


Chorea,


4


Epilepsy,


1


Mentally deficient,


3


Nervousness,


20


Paralysis,


1


7. Miscellaneous-


Abscesses,


9


Wounds, burns, etc.,


51


Anaemia,


20


Uncleanliness,


27


Spinal curvature,


8


Broken nose,


1


Enlarged cervical glands,


33


Gastric and intestinal,


29


Other diseases not classified,


16


Summary from monthly reports of School Physician-


Number of visits, 195


Number of personal examinations,


3,685


Number of permits signed by school physician,


602


Number of permits signed by other physicians,


54


Number of notices sent to parents,


1,618


Number of pupils sent home, 164


Number of pupils referred to the school nurse, (8 months)


114


Number of pupils examined for employment,


50


Respectfully submitted, J. HOLBROOK SHAW, M. D.,


School Physician,


SIXTIETH ANNUAL REPORT


OF THE


Water Commissioners, Superintendent


AND


Collector of Water Rates


OF THE


Town of Plymouth


1914


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WATER COMMISSIONERS


JOHN W. CHURCHILL-Term expires March, 1915. ROBERT C. HARLOW-Term expires March, 1915. JOHN H. DAMON-Term expires, March, 1916. HORACE P. BAILEY-Term expires March, 1917. CHARLES T. HOLMES-Term expires March, 1917.


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; tel- ephone, 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.


-305 --


REPORT OF WATER COMMISSIONERS


The Water Commissioners herewith submit their sixtieth an- nual report.


RECEIPTS


Appropriation,


$18,000 00


Credits, other departments,


197 11


Contingent Account,


224 76


Total,


$18,421 87


EXPENDITURES


Pump,


$3,714 48


Maintenance,


8,398 99


Extension of mains,


3,245 93


Extension of services,


447 12


Pipe in stock,


1,737 72


Meters and setting,


873 32


Unexpended balance,


4 31


Total,


$18,421 87


Plymouth Twenty


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PUMPING STATION


Salaries, $1,866 62


Fuel and light,


1,149 60


Heating and lighting engineer's house,


210 91


Parts and repairs to machinery,


66 47


Freight and trucking,


3 40


Material and supplies,


132 96


Tools and repairs on tools,


1 80


Repairs to buildings and grounds,


282 72


Total, $3,714 48


MAINTENANCE


Salaries,


$2,750 00


Labor,


2,568 12


Horse feed, care, and stable items,


363 62


Freight, express and trucking,


134 01


Stationery, stamps and printing,


144 88


Leaks and repairs in main pipes,


121 02


Fuel, light and power,


148 72


Telephone,


69 43


Factory and office repairs and supplies,


66 81


Tools bought and repaired,


71 65


Renewing services,


141 94


Miscellaneous,


408 49


Leaks repaired in service pipes,


312 72


Material for repairs,


109 19


Repairs to Low Service Reservoir grounds,


988 39


Total, $8,398 99


-307-


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, 1899,


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,


$ 56 00


Interest paid on issue, August 1, 1890,


208 00


Interest paid on issue, August 1, 1894, 192 00


Interest paid on issue, October 2, 1899,


360 00


Interest paid on issue, May 1, 1901,


262 50


Interest paid on issue, July 1, 1903,


487 50


Interest paid on issue, April 15, 1905,


26 25


Interest paid on issue, April 15, 1905,


26 25


Interest paid on issue, November 15, 1905,


252 00


Interest paid on issue, July 1, 1907,


740 00


Interest paid on issue, February, 15, 1908,


740 00


Interest paid on issue, June 1, 1909,


262 50


Interest paid on issue, July 1, 1910,


200 00


Total interest paid,


$3,813 00


Bonds,


$14,666 66


Interest,


3,813 00


Total bonds and interest, $18,479 66


----- 308-


COMMISSIONERS' REPORT


The new work carried out by the Water Department in 1914 consisted of laying an 8-inch main across Obery Street, as recom- mended last year, and a few short extensions as shown in detail in the report of the Superintendent. The total length of pipe laid during the year was 4,278 feet at a cost of $3,245.93. With the completion of the Obery Street line, the section of the town south of Jabez Corner is assured of a practically unin- terrupted supply, since it is now fed by the 8 inch pipe on Obery Street and the 10 inch pipe on Sandwich Street.


A lightning rod was placed on the pumping station chimney to protect it if possible against a repetition of the accident that occurred in August 1913, when it was struck by lightning. This work was done by the Boston Lightning Rod Company at a contract price of $100.


The fence and grounds surrounding the low service reservoir on Allerton Street have been in an unsightly condition for sev- eral years. During the past summer a new fence has been erected, the dikes graded, loamed and sown with grass seed and a privet hedge put in on the sides at Allerton Street and Sever Street. A decided improvement in appearance has been made. The total cost of this work was $988.39.


The Commissioners recommend an appropriation for the en- suing year of $16,000.


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


-309-


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, $4.90.


3. Total fuel, 563,525 pounds.


5. Total water pumped, 326,795,000 gallons.


6. Average static head, 65 feet.


7. Average dynamic head, 70 feet.


8. Number gallons pumped per pound of coal, Worthington, 414 ; Barr, 581.


9. Duty of Barr pump, 33,900,000; Worthington, 24,180,000. Cost of pumping figured on pumping station expenses, viz., $3,714.48.


10. Per million gallons against dynamic head into direct pipe, $11.36.


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11. Per million gallons raised one foot high (dynamic) 16 cents.


Cost of pumping figured on total maintenance, viz: $12,113.47.


12. Per million gallons against dynamic head into direct pipe, $37.06.


13. Per million gallons raised one foot high (dynamic) $.529.


SERVICES


16. Kind of pipes; lead and cement lined.


17. From one-half inch to four inches.


18. Extended 503 feet.


20. Total now in use, seven miles, 2,657 feet.


21. Service taps added, 34.


22. Number now in use, 2,623.


23. Average length of service, 14.8 feet.


24. Average cost of service, $12.53.


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, 4,278 feet.


4. Discontinued, none.


5. Total now in use, 55 Miles, 1,018 feet.


6. Cost to repair per mile $2.20.


7. Number of leaks per mile, .25.


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8. Small distribution pipes, less than 4 inch, 10 miles, 3,012 feet


9. Hydrants added, three post. Discontinued, none.


10. Hydrants now in use: 222 public; 52 private.


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


12. Number now in use, 623.


13. Small stop gates less than 4 inch, 143.


14. Number of blow-offs, 42.


LABOR


Total labor for 1914,


$5,262 91


Making and laying pipe,


1,830 68


Services,


198 02


Meters,


204 05


Leaks in main pipe,


104 07


Leaks in service pipes,


228 79


Labor at pumping station,


51 28


Miscellaneous labor for other depts ..


77 90


All other labor,


2,568 12


$5,262 91


Published by request of the New England Water Works Association.


FINANCIAL


MAINTENANCE.


Water rates, domestic, Water rates, manufacturing,


$33,838.27 4,030.34


Management and repairs, Interest on bonds,


$12,113.47 3,813.00


$37,868.61


Total, Profit for year,


$15,926.47


516.38


22,458.52


$38.384.99


Total,


$38,384.99


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


$14,666.66 7,791.86


$22,458.52


CONSTRUCTION.


$7.791.86


Extension of Mains,


$3.245.93


Extension of services,


447.12


Pipe in stock,


1,737.72


Meters and setting,


873.32


Unexpended balance,


1,487.77


Total,


$7,791.86


$14,666.66 paid yearly on principal. Bonded debt at 316 per cent ..


$21.600.00


334


12,666.64


4


55,400.00


$89,666.54


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Total water receipts, Miscellaneous,


Total,


Profits of maintenance,


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REPORT OF THE COLLECTOR OF WATER RATES


Gentlemen :- I hereby submit the annual report of the Col- lector of Water Rates for the year 1914.


Dr.


Arrears,


$ 7,928 89


Water Rates,


39,580 71


Labor and material,


502 74


$48,012 34


Cr.


Total collections,


$38,384 99


Abatements,


1,653 58


Uncollected rates,


7,770 83


Uncollected labor and material,


202 94


$48,012 34


Water is supplied to 2,816 families ; 2,210 water closets ; 1,037 bath tubs; 559 hose; 198 stores, offices and shops; 12 meat and fish markets; 29 urinals; 190 cows; 87 stables; 387 horses; 4 banks; 9 churches; 9 engines; 4 cemeteries; 3 laundries ; 8 manufacturies ; 2 photograph saloons; 10 saloons; 4 bakeries ; 10 hotels and boarding houses ; 3 hot houses ; 2 printing offices ; 8 public halls; 2 billiard rooms; 2 cigar manufactories; gas works; 3 woolen mills; N. Y., N. H. & H. Road; 2 electric plants ; County buildings; Town buildings ; street sprinkling.


Yours respectfully, N. REEVES JACKSON,


Collector of Water Rates.


Plymouth Twenty-one


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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 ending December 31, 1914.


ACCOUNT OF PIPES LAID FOR YEAR ENDING DECEMBER 31, 1914


LOCATION


Length in feet.


Size in inches


Cost


Braunecker Farm 60 66


300


2


418


21/2


$243.49


Town Square


63


4


6


193.36


Jordan Hospital


450


6


291.30


Vernon Street


325


4


264.97


Obery Street


2,590


8


2,252.81


TOTALS,


4,278


$3.245.93


CONSUMPTION FOR 1914


As has been the custom for the past few years, a diagram is shown on Plate II which represents graphically our daily aver- age consumption for each week of the year. The dotted line on the diagram is the low service or gravity consumption, the next full line above is the high service or pumping, and the upper full line is the sum of these two, or total consumption.


-


132


-315-


The daily average low service consumption for the year was 488,000 gallons, the high service was 896,000 gallons and the total was 1,383,000 gallons. The total consumption for the year was 505,000,000 gallons, of which the low service was 178,000,000 gallons, or 35 per cent. and the high service was 327,000,000 gallons or 65 per cent. The maximum daily aver- age total consumption was 2,205,000 gallons and occurred dur- ing the week of June 28, while the minimum was 1,082,000 and occurred during the week of Nov. 29.


RAINFALL


The usual rainfall table is shown on another page, and the average annual rainfall for a period of twenty-eight years has been 46.06 inches.


For the year of 1914 the total rainfall was 45.30 inches, be- ing 0.76 inches below the average. The last column in the rainfall table shows the variation in inches above or below the average rainfall.


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. in inches


1887


43.14


- 2.92


1888


50 28


4.22


1889


49.14


3.08


1890


51.80


5.74


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


44.65


1.41


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


8.16


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


2.27


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


3.38


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


5.79


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


6.97


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


8.74


1898


3.75


4.04


2.27


5.82


5.65


1.93


6.58


1.33


1.35


8.96


8.48


2.24


58.40


12.34


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


2.55


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


1.22


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 05


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


1.53


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


7.40


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


.42


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


5.42


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


4.49


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


4.75


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


.31


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 19


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


7.18


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


.15


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 14


1913


4.09


3 50


3 40


6.66


2 30


1.57


1.77


3 03


3 49


11.08


2.79


4 61


1,29


2 23


1914


3.62


4.82


5.42


5 45


2.90


1.00


4.62


3.40


1.67


2.20


3.47


6.73


45.30


.76


Av.


4.26


4.21


4.51


4.15


3.27


2 73


3.10


3.07


3.37


4.34


4.27


4.32


46.06


-


-


---


-


-


-316-


1


-317-


TABLE OF METERS NOW IN USE.


FOR WHAT USED


6 in 4 in 2 in 11/2 in 1 in 3/4 in 5/8 in Total


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


Manufacturing


3


4


2


2


5


1


17


80,117,100


Laundries


1


1


1


1


5


7


1.117.900


Shipping


1


1


2


3,219.090


Fish markets


3


3


116,820


County Farm, Armory, business blocks, etc.


3


6


3


8


20


7,100,370


Green houses,


1


1


1


3


200,980


Golf grounds and tennis courts


1


2


2


5


615.170


Gardens and lawns


3


1


2


6


1.078.500


Domestic


2


20


124


153


17.580.270


Construction


2


1


1


4


251,040


Totals


3


4


13


4


20


30


14S


222


115.243 040


METERS


The above table shows the number of meters of sizes shown now in use for manufacturing, laundries, stables and garages, fish markets and domestic purposes. The last column indi- cates the amount of water in gallons that passed through these meters in 1914.


With 2,623 services in use and .222 meters, we are 8.4 per cent. metered, and through those meters passed 115,243,040 gal- lons of water, or 22.8 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 seven years.


2


3.845,100


Stables and garages


-318-


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


@6


1


20


1


1910


269


188


457


48


6


20


1


1911


289


189


478


55


6.6


1.5


1912


309


191


500


54.9


7.3


7.6


2.4


1913


301


176


52.7


6.8


4


1


1914


327


178


505


64.5


7.2


4.5


1.9


Diagram showing Pond Elevations and Storage Depletion


On Plate I is shown a diagram similar to the one shown in the report for 1913, with the added information relative to pond heights and storage depletion, which the year 1914 has fur- nished. The upper diagram on this Plate shows the storage depletion and the lower diagram shows pond elevations.


As explained in the last report, the elevation of Great and Little South Pond is measured monthly and plotted on the lower diagram, the full line indicating the elevation of Great South Pond and the dotted line, the elevation of Little South Pond.


The storage volume for each foot in depth for both ponds is known, from surveys that have been made, and thus it becomes possible to calculate the available storage above our intake pipe.


This pipe enters the pond at grade 95.0 and the available storage shown by the depletion curve in the upper diagram is calculated from a point two feet above our intake pipe, or grade 97.0 to grade 106.0, which is full pond.


At the bottom of the diagram is given the average daily draught for each year since 1908 and the rainfall for the cor- responding years. An inspection of the diagram shows that there appears to be a gradual but decided tendency to a de-


-319-


crease in available storage or in other words a permanent low- ering of pond levels for Great and Little South. This is es- pecially pronounced during the last five years; when the aver- age annual rainfall for that period has been 44.52 inches or 1.54 inches below normal as compared with an average annual rain- fall of 46.06 inches for a period of 28 years. For the preceding four years the average annual rainfall was 49.54 inches or 3.48 inches above normal and the minimum storage available each year remained substantially unchanged.


For the nine years, 1906 to 1914 inclusive, the average an- nual rainfall has been 46.77 inches or 0.71 inches above normal. While the minimum available storage in 1914 was 520,000,000 gallons compared to 610,000,000 gallons in 1905.


-320-


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. 8 in. B. O.


No. 6 in. B. O.


No. 4 in. B. O.


No. 2 in. B. O.


No. 11% in. B. O.


No. Hydrants


30


80


1


1


1


18


7,424


4


8


1


16


16 424


12


13


2


3


14


10,352


11


1


9


3


12


11,230


28


6


2


1


15


10


35,209


58


2


8


1


3


32


8


30,339


71


5


1


2


38


6


48,535


124


5


4


3


57


4


76,702


181


7


3


3


7


70


3


7,249


12


1


1


2


21/2


458


2


45,331


110


3


5


2


11/2


382


2


1


1


1,407


7


3/4


985


2


--


-


-


292,297


€23


3


65


3


1


9


10


18


1


222


20


190


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.


PLYMOUTH WATER WORKS Diagram showing pond elevations and storage depletion. Storage capacity in Great and Little South Ponds between elevation 106 and 97, 855 million gallons.


PLATE I.


855


800


Storage in million gallons.


200


6.00


500


106.0


Elevation of voice


Great South fond over flows info Fullers aroot 7


Pond elevations above mean sea level


---


105.0


107.0


103.0


Little Jours Donot


102.0


Juge


120


Mar


ARC


1ида


Jeaz


Nor


Apc


Aux


Ost


Nor


Mac


May


Luge


Ave


Oct


Nex


129


Max


dést


May


ect


122


Mat


Max


Det


Dec


F.6


ARC


Max


Oct


Dec


FEB


ARC


Max


Augi


Sept


Alar


Apc


Max


Oset


Dec


1905


1906


1907


1908


1909


1910


19 11


1912


Av. daily draught 1,310,000 Rainfall, 46.21 in.


Av. daily draught 1,371,000


1,307,000


Rainfall, 43.92 in.


Rainfall, 48.29 in.


Rainfall, 45.30 in.


Rainfall, 50.56 in.


Rainfall, 50.81 in.


Rainfall, 45.75 in.


Rainfall, 51.25 in.


Av. daily draught 1,251,000 Rainfall, 38.88 in.


Av. daily draught 1,267,000


Av. daily draught 1,383,000


Av. daily draught 1,220,000


Av. daily draught


.


nor


Dec


1913


1914


...


--


Jorge


July


Sept


2.200.000


1.200.000


2.100.000


2.000-2000


1.200.000


1.800.000


1.700.000


1.500.000


1600.000


Total colour/250g


PLYMOUTH WATER WORKS


Consumption in Gallons.


1.100.000


High service consumption


1.000.000


1.000


200.000


900.000


9 6. 000


400$


sios service Y 4 1


age


Ja


800.000


200.000


200.000


500.000


600.000


Low service consumption.


500.000


500.000


100.000


100.000


300.000


200.000


122-5-2216


.. 12 .


.. 19 .


- 26 .


Feb 2 .


.. ....


৳ 23 +


Mar 1 ª


. 15.


- 22 %


- 29 .


Apr. 6 .


. 20 .


May 3 -


- 10 ·


- 17 .


. 24 .


July. 6.


.. 12.


Aug. 2 .


. 30.


Sept. 6".


. 13-


* 20-


. 27.


Ost +-


1. 11 -


.. 18 ..


. 25 ..


Nor.1 ..


. 8.


. 15 ..


. 22 .


. 29 .


Dec. 6 ..


. 13


.. 20


W


S


/


3


total consumption


preveze daily


1.300.000


1.200.000


1.500.000


1.400.000


PLATE II.


9


90 0


818


consumption


exxico


J


daily your


e


--


-


-


--


. 23 -


* 28 . =


. 21.


. 14 .


...


2


.


PUMPING RECORDS, 1913.


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 1914.


MONTHS


Hours run|


Total lbs. fuel used


No. gallons pumped


Total No. Gals. low service


Rain in inches


age fuel pounds Average t'mperature Daily aver- Daily aver- age water pumped gallons


January


252


45,985


25.756,700


16.322,000


3.62


35 00


21.87


830,861


1483


February


.


March


225


45.870


23.271,500


15.357,000


5.42


40.20


25.30


750,693


1479


1981/2


39,360


20,628.250


15.679.000


5.45


50.20


34.00


687.608


1312


April May .


248


43.580


25.587,000


17,573 000


2 90


66.77


44.87


825,387


1405


June .


3839/4


65 670


41.808.000


17,744,000


1 00


74.00


53.76


1,393,600


2189


July


3181/4


55,260


34,460,350


15,150,000


4.62


73.38


58 00


1,111,624


1782


Angust


269


48.495


29.026.700


12,994.000


3.40


75.00


60.70


936,345


1564


September


2631/4


46.970


28.248,350


12,646.000


1.67


70.30


50 80


941.611


1565


October


24134


43.710


25.936,550


13,731.000


2.20


62 :5


45.10


836.662


1410


November


209 /4


28.955


22,217.450


12.163,000


3 47


47 30


31 00


740.581


1298


December .


218


41.770


23.202 600


13,503,000


6.73


34.84


22 35


748,470


1346


3,0821/2


563.525


326,795,650


178.050,000


45.30


Hours run


Total lbs. Fuel used


No. gals. pumped


Av. No. gals. to 1 lb. coal


Average duty for year


New pump Old pump


.


30581/4 251/4


559,035 4,490


324,934,450 1.861,200


581.2 414.5


33.900,000 24,180,000


.


2563/4


47,900


26,652.200


15,1%8.000


4.82


30.14


12 10


951.664


1710


-321-


Max.


Min.


-322-


Table showing average daily yield of water shed for 1914:


MILLION GALLONS


Month


Consumption


Increase or decrease in ponds


Av. Daily yield in gallons


Rain- fall


January,


43.3


11.8


1,777,000


3.62


February,


41.8


24.7


2,375,000


4.82


March,


38.6


20.2


1,897,000


5.42


April,


36.3


44.5


2,693,000


5.45


May,


43.1


5.8


1,576,000


2.90


June,


59.5


-37.1


746,000


1.00


July,


49.6


-14.5


1,132,000


4.62


August,


41.8


-20.4


690,000


3.40


September,


40.9


-45.1


-140,000


1.67


October,


39.7


-30.8


287,000


2.20


November,


34.3


00.0


1,143,000


3.47


December,


38.7


30.7


2,239,000


6.73


Average,


1,368,000


Table showing approximate average daily yield of water shed in gallons, and average daily use from 1908 to 1914, inclusive :


Year


Av. Daily Use


Av. Daily Yield


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


1913,


1,307,000


1,291,000


1914,


1,383,000


1,368,000


Average,


1,301,000


1,245,000


-323-


The following page shows the analysis made by the State Board of Health at frequent intervals during the year 1914 of the water from Great and Little South and Boot Ponds.


Respectfully submitted, ARTHUR E. BLACKMER,


Superintendent.


.


WATER ANALYSIS, 1914.


No.


DATE OF


TURBID- ITY


SEDI- MENT


COLOR


TOTAL


LOSS ON


IGNITION


FIXED


FREE


TOTAL


IN SO-


LUTION


In Sus-


pension


CHLORINE


Nitrates


Nitrites


OXYGEN


CONSUMED


HARDNESS


IRON


114520 Feb. 18


V. Slight |V. Slight


.02


2.70 0.85 1.85 .0022 .0308


.0272 .0036


.63 .0000


.0000


.14 0.2 .002


Boot


114521 Feb. 18


V. Slight |V. Slight


.02


2.45 1.05 1.40


.0030


.0190 .0172 .0018


.70 .0000 .0000


.11


0.2 .003


Little South


114522 Feb. 18


V. Slight V. Slight


.00


3.15 1.00 2.15


.0024 .0288 .0234


.0054


.78 .0000 .0000


.10|


0.3 .004


Great South


115645 April 22


V. Slight


Slight


.03


2.65 0.80 1.85


.0024 .0182


.0166 .0016


.66


.0000 .0000


.13


0.1 .003


Little South


115646 April 22


V. Slight


Slight


.00


2.55 0.80 1 .: 5


1.0016 .0152 .0134 .0018


.68 .0000


.0000


.08


0.1 .003


Great South


115647 April 22


V. Slight


V. Slight


.00


2.45 0.80 1.65


.0008 .0186 .0158 .0028


.65 .0000 .0000


.11 0.1 .003


Boot


116901 June 18


V. Slight [V. Slight


.02


2.70 0.90 1.80


.0014 .0204 .0172 .0032


.65 .0000


.0000


.04


0.1 .005


Little South


116902|June 18


V. Slight


V. Slight


.00


2.85 0.95 1.90 .0022 .0114 .0100 .0014


.61 .0000 .0000


.02


0.1 .003


Great South


116903 June 18


V. Slight


Slight


.00


2.10 0.80 1.30


.0016 .0200


0166 .0034


.55 .0000 .0000


.04


0.1 .004


Boot


119750 Oct. 20


None


V. Slight


.00


3.00 0.70 2.30 .0016 .0202 .0200


.0002


76 .0000 .0000


.17 0.2 .010


Little South


119751 Oct. 20


V. Slight


Slight


.00


2.25 0.60 1.65


.0016 .0172 .0126


.0046


.73 .0000


.0000


.12 0.2 .008


Great South


119752 Oct. 20


Slight


Slight


.00


3.35 1.00 2.35


.0012 .0328 .0186 .0142


.73 .00 0 .0000


.16


0.2 .007


Boot


121212 Dec. 21


V. Slight


V. Slight


.00


2.65 0.75 1.90


.0022 .0190 .0156 .0034


.59 .0010 .0000


.10


0.2 .007


Little South


121213 Dec. 21


V. Slight V. Slight


.00


3.05 0.90 2.15 .0006 .0116 .0098 .0018


.62 .0020 .0000


.0: 0.2 .006


Great South


121214 Dec. 21


V. Slight |V. Slight


.00


3.05 0.95 2.10 .0064 .0248 .0176 .0072


.63 .0020 .0000


.14 0.3 .008 | Boot


-324-


APPEARANCE


. . RESIDUE ON EVAPORATION


AMMONIA


NITRO- GEN A8


NAME


ALBUMINOID


OF


POND


COLLECTION, 1914


1





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