Tag Archives: chloride of lime

March 31, 1934: Death of George A. Johnson

0331 GA JohnsonMarch 31, 1934:  Death of George A. Johnson. George A. Johnson was born in Auburn, Maine on May 26, 1874.  From his involvement in the Louisville study with Fuller to his death in 1934, Johnson’s career was boosted by his association with George W. Fuller.

Johnson never attended college and had no formal training as an engineer, chemist or bacteriologist.  Johnson identified himself during his testimony in the second Jersey City trial as a “sanitary engineer,” which was clearly an overstatement of his accomplishments up to that point.  By the time he became involved in the Boonton chloride of lime plant, he said that he had 14 years of experience as a sanitary engineer—since September 1895.  The first three years of this period were devoted to working with George W. Fuller on the filtration studies in Louisville and Cincinnati.  From reports of those studies, it was clear that Johnson was a laboratory technician and had no responsibilities or duties as a sanitary engineer.

From 1899 on, Johnson became involved in some of the most interesting studies and implementation projects for filtration and sewage treatment in the U.S. under the guidance and supervision of George W. Fuller and Rudolph Hering.  Project locations included York, PA, Norfolk, VA, Washington, DC, Philadelphia, PA, and St. Louis MO.  “At many of the places mentioned my work embodied not only straight laboratory work of a bacterial and chemical nature, but also the practical operation of filtration works.” Clearly, from his own words, Johnson was a plant operator and lab technician who aspired to become a sanitary engineer someday through experience alone.

Johnson had a supporting role in the great Chicago Drainage Canal case when he made investigations of the purported contamination caused by the discharge of Chicago’s rerouted sewage into the Mississippi 43 miles above the St. Louis water intake.  He worked at the Little Falls treatment plant, helped conduct a sanitary survey of the Hudson for New York City (with George C. Whipple) and investigated sewage treatment methods in Cleveland, OH in addition to water treatment methods for their water supply.

Johnson took some time off in 1905-6 and traveled around the world.  He visited water works in many countries and published a paper on his adventures when he returned. The paper is a curious recitation of unremarkable water works.  It is hard to understand what a U.S. reader might learn from his description of the Calcutta waterworks.  Calcutta is in the Ganges Valley which was the source for all of the horrifying cholera epidemics in the 19th century which killed millions of people around the world.

When he returned to the U.S., he rejoined Hering and Fuller as Principal Assistant Engineer and he continued his work on water treatment and sewage disposal plants.  During this period he operated the Boonton chloride of lime plant for three months in late 1908.

He left the firm of Hering and Fuller in 1910 and formed the consulting firm Johnson and Fuller with William Barnard Fuller.  He continued as a consultant for the rest of his career except for two years (1918-20) when he joined the U.S. Army where he managed fixed properties and utilities in the U.S. for the War Department.

He was a member of a number of professional societies including the APHA and the AWWA.  He received the Dexter Brackett Medal from the New England Water Works Association.  He published many articles in professional journals during his career.

In the obituary written by his mentor, George W. Fuller, his qualities were generously described:  “Colonel Johnson was a devoted son and husband, generous to a fault.  He was a man of marked and likeable personality, keen in his appreciation of human relations, and aggressive in advancing his views both on technical and non-technical subjects.” (emphasis added)

He was a member of the Explorers Club and the Circumnavigators Club, where he edited its monthly publication, The Log, for many years.  He died of a heart attack while working at his desk on March 31, 1934. George W. Fuller would die just two and one-half months later.

References:

Between the Mayor and Aldermen of Jersey City, Complainant, and Patrick H. Flynn and Jersey City Water Supply Company, Defendants:  On Bill, etc. (In Chancery of New Jersey) 12 vols. n.p.:privately printed. 1908-10, (February 8, 1909, p. 5126).

McGuire, Michael J. 2013. The Chlorine Revolution:  Water Disinfection and the Fight to Save Lives. Denver, CO:American Water Works Association.

Commentary:  Johnson took inappropriate credit for the first use of chlorine in a drinking water supply. He claimed to first use chlorine in the Bubbly Creek treatment plant which was used to treat water for cows and pigs. He then wrote about the chlorination of the water supply for Jersey City and either omitted the leadership of Dr. John L. Leal from his writings or emphasized improperly his own contributions. Dozens of secondary and tertiary sources have perpetuated the myth that Johnson started. Chapter 13 of The Chlorine Revolution examines this issue in full detail.

March 24, 1909: Disinfecting Water at Poughkeepsie, NY

0324 Disinfecting at Poughkeepsie

March 24, 1909:  Municipal Journal and Engineer article. Disinfecting Water at Poughkeepsie. “Sedimentation is ineffective because there is nothing to be precipitated, coagulation is ineffective because there is nothing for the coagulant to attack, the efficiency of the filters is not as good at this season of the year, so disinfection is being tried. So far the results have been marvelous.

By the simple adding of the disinfectant (chloride of lime) to the raw water, as if by magic the purification is complete. The hypochlorite is added in the pump and the water then passes through the sedimentation basin. The last bacteriological result shows a reduction from 17,500 to 100. The filters continue to assist in the purification, but there is no necessity for careful regulation.

At present we are adding the disinfectant at the rate of one-half part of free chlorine per million, which figures about 36 pounds of hypochlorite per day for our consumption. There is absolutely no taste or trace of the chlorine in the filtered water, the process is simple, safe and complete. The expense at our present rate is 75 cents per day, where it has been as high as $10 for alum.

The suggestion that this disinfectant method be followed came to us from Mr. George C. Whipple, of New York City. The accompanying cut shows the general layout of the purification plant. The water takes the following procedure: It is pumped from the river into the inlet end of the sedimentation basin, a total lift of about 50 feet; the water then passes through the basin and out at the outlet end, thence by pipe line into the intermediate basin from which it is distributed to each one of the filters. From the filters the water passes to the clear water well and thence back to the station, where another set of pumps sends it to the College Hill distributing reservoir.

The disinfectant is being added from the coagulant basin, which is situated between the laboratory and station, inasmuch as the coagulant use has ceased until more turbid water arrives. Then the alum will be used in small quantities and the disinfectant added at the inlet end of the sedimentation basin.”

Reference:  Harding, Robert J. 1909. “Disinfecting Water at Poughkeepsie.” Municipal Journal and Engineer. 26:12(March 24, 1909): 484.

Commentary:  Chlorination began on March 17, 1909, as noted in a post on this blog. Poughkeepsie was the third documented use of chlorine for drinking water disinfection in the U.S. as noted in the book The Chlorine Revolution:  Water Disinfection and the Fight to Save Lives.

March 21, 1912: Philadelphia Filters Overwhelmed; Boil Water Order

Plan of Belmont Filter Plant 1903; phillyh2o.org

Plan of Belmont Filter Plant 1903; phillyh2o.org

March 21, 1912:  Municipal Journal article. Unusual Conditions Overtax Filtration Plant. “Philadelphia, Pa.-Conditions of the water supply continue such that Director Neff persists in his warning that householders should continue to boil water for at least two weeks. This applies particularly to West Philadelphia, where the raw supply from the Schuylkill river went to the Belmont [slow sand] filter beds in such condition that the filters were incapable of extracting the bacteria as completely as would be possible under conditions that are normal. The recent heavy rains which scoured the hills and streams of the accumulation of all substances during the winter and sent it down the Schuylkill, produced such a condition as the city has not had to contend with since scientific treatment of the water supply was undertaken. While the water is clearing the danger will not have entirely passed for two weeks. The question of the use of chemicals in the West Philadelphia supply has been taken up. For two years chloride of lime has been utilized in the treatment of the supply filtered by the Torresdale plant, as a safeguard in destroying the bacteria. The advisability of providing some additional safeguard under such unusual emergencies as the present, when the water supplies of many cities are in practically the same condition as that of this city is now engaging the attention of Directors Neff, of Health and Charities, Cooke, of Public Works, and Chief Dunlap, of the Water Bureau.”

Manual Cleaning of Belmont Slow Sand Filter Beds, 1905; phillyh2o.org

Manual Cleaning of Belmont Slow Sand Filter Beds, 1905; phillyh2o.org

References:  “Unusual Conditions Overtax Filtration Plant.” 1912. Municipal Journal article 32:12(March 21, 1912): 452.

McGuire, Michael J. 2013. The Chlorine Revolution:  Water Disinfection and the Fight to Save Lives. Denver, CO:American Water Works Association.

Commentary:  Boil water order for two weeks? Even after more than three years since the first introduction of chlorine into the Jersey City water supply, many cities were still reluctant to adopt the new technology wholesale. It was incidents such as the one described in the article, which led to better designs of filter plants (mechanical filtration) and universal application of chlorination.

March 20, 1847: Ignaz Semmelweis Joins Vienna Clinic

0320 Ignaz SemmelweisMarch 20, 1847: First official day that Ignaz Philipp Semmelweis assumed his position as assistant physician in the maternity clinic in Vienna, Austria.  Semmelweis is credited with recognizing the high death toll among women during childbirth caused by physicians using unsanitary procedures.  He instituted the disinfection of physicians’ hands with a concentrated chlorine solution and the death rate of new mothers plummeted.  His research and practical applications assisted later proponents of the germ theory of disease and also indirectly contributed to the use of chlorine for disinfection of drinking water.

Ignaz Philipp Semmelweis (July 1, 1818 – August 13, 1865) (born Ignác Fülöp Semmelweis) was a Hungarian physician now known as an early pioneer of antiseptic procedures. Described as the “savior of mothers”, Semmelweis discovered that the incidence of puerperal fever could be drastically cut by the use of hand disinfection in obstetrical clinics. Puerperal fever was common in mid-19th-century hospitals and often fatal, with mortality at 10%–35%. Semmelweis postulated the theory of washing with chlorinated lime solutions in 1847 while working in Vienna General Hospital’s First Obstetrical Clinic, where doctors’ wards had three times the mortality of midwives’ wards. He published a book of his findings in Etiology, Concept and Prophylaxis of Childbed Fever.

Despite various publications of results where hand-washing reduced mortality to below 1%, Semmelweis’s observations conflicted with the established scientific and medical opinions of the time and his ideas were rejected by the medical community. Some doctors were offended at the suggestion that they should wash their hands and Semmelweis could offer no acceptable scientific explanation for his findings. Semmelweis’s practice earned widespread acceptance only years after his death, when Louis Pasteur confirmed the germ theory and Joseph Lister, acting on the French microbiologist’s research, practiced and operated, using hygienic methods, with great success. In 1865, Semmelweis was committed to an asylum, where he died at age 47 after being beaten by the guards, only 14 days after he was committed.”

Reference: Semmelweis, Ignaz. The Etiology, Concept, and Prophylaxis of Childbed Fever. Translated by K. Codell Carter. Madison:University of Wisconsin. 1983.

March 17, 1909: Poughkeepsie, NY gets Chlorination

George C. Whipple

George C. Whipple

March 17, 1909:  Drinking water chlorination begun at Poughkeepsie, New York. Chlorine was tested at the Poughkeepsie, New York filter plant in early February 1909 but the application of chlorine on a permanent basis at Poughkeepsie did not begin until March 17, 1909. Therefore, the Poughkeepsie water supply was the third example of chlorine disinfection in the U.S. and the first time that chlorine was used as an adjunct to slow sand filtration. George C. Whipple suggested the third application of chlorine to a water supply in a report to the City.  As noted in The Chlorine Revolution:  Water Disinfection and the Fight to Save Lives, Whipple was on the opposite side from Dr. John L. Leal in the two Jersey City trials.  Poughkeepsie, NY is a medium-sized city that is located on the Hudson River about 70 miles north of New York City.

Whipple recommended that the coagulant preceding the slow sand filter at Poughkeepsie be replaced with chloride of lime, which began as a test on February 1, 1909.  On March 17, 1909, continuous chlorination was begun using a permanent chemical feeding apparatus.

March 16, 1802: Corp of Engrs. Authorized; 1804: Birth of Chester Averill

0316 Corps of Engrs Chester AverillMarch 16, 1802:  President Jefferson authorized to establish the Corps of Engineers. “The history of United States Army Corps of Engineers can be traced back to 16 June 1775, when the Continental Congress organized an army with a chief engineer and two assistants. Colonel Richard Gridley became General George Washington’s first chief engineer; however, it was not until 1779 that Congress created a separate Corps of Engineers. One of its first tasks was to build fortifications near Boston at Bunker Hill. The first Corps was mostly composed of French subjects, who had been hired by General Washington from the service of Louis XVI.

The Corps of Engineers as it is known today came into being on 16 March 1802, when President Thomas Jefferson was authorized to ‘organize and establish a Corps of Engineers … that the said Corps … shall be stationed at West Point in the State of New York and shall constitute a Military Academy.’ Until 1866, the superintendent of the United States Military Academy was always an engineer officer. During the first half of the 19th century, West Point was the major and, for a while, the only engineering school in the country. The Corps’s authority over river works in the United States began with its fortification of New Orleans after the War of 1812.”

Chester Averill

Chester Averill

March 16, 1804:  Birth of Chester Averill who became a Professor of Chemistry at Union College in Schenectady, New York.  Averill is known for a letter that he wrote to the Mayor of Schenectady, New York during the 1832 cholera epidemic which praised the disinfecting properties of chloride of lime (chlorine).  The treatise quoted many learned men of the time who demonstrated that chloride of lime eliminated the spread of contagious diseases by attacking the miasmas associated with them.  The letter also made reference to the destruction of certain “viruses” that may have been responsible for transmission of the diseases.

Commentary:  Averill’s letter is an extraordinary document that is worth reading. He was far ahead of his time. Indeed, he preceded Dr. John Snow’s conclusions about cholera transmission (1849) by 17 years.

February 27, 1913: Chlorination of Croton Water Supply, NYC

0227 Croton Cl2 plantaFebruary 27, 1913:  Engineering News article. Chlorinating Plants, Croton Water Supply. “Synopsis—Operating results of a temporary plant, which treated with hypochlorite of lime more than 100 billion gallons of Croton water for New York City in 1912, are given. A permanent hypochlorite or chlorinating plant, to treat the flow through both the old and the new Croton aqueducts, is described and fully illustrated. Brief descriptions are given of four other chlorination plants in the Croton drainage area: Three to treat the waters of tributaries of the Croton before it reaches the main supply and one to treat another tributary and a part of the sewage of the village of Brewster, N. Y.”

In June, 1910, I. M. de Varona, chief engineer of the Department of Water Supply, Gas and Electricity of the City of New York, made trials of hypochlorite treatment in connection with the Croton water-supply. The results were so satisfactory that its use has been extended until the city now maintains five of these plants: one on the New Aqueduct at Pocantico, treating the entire supply from the Croton, and the other four upon various tributaries of the reservoirs.

0227 Croton Cl2 plantb

The continuous treatment of the flow of the New Croton Aqueduct was commenced in June, 1911, the plant being located at Shaft No. 9, north of Tarrytown, N. Y., known as the Pocantico plant. It consists of a rough frame building which houses two cement-lined cypress tanks, 12 ft. in diameter and 6 ft. in height, and a constant-level feeding tank with adjustable orifice discharging through a manhole into the crown of the aqueduct. Within the aqueduct, there is suspended a wooden grid to secure a proper mixture of the chlorine solution and the flowing water. The operating floor is just above the solution tanks and in it are two screened mixing pits.

In operation, a drum of lime, weighing about 800 lb., is rolled into position over a pit and the contents washed out into the pit by a hose stream under pressure. Enough ‘bleach’ is dissolved to treat the aqueduct flow for 12 hours. The tank is then filled with water and stirred to assure the thorough absorption of the chlorine. Four men operate the plant, two on the clay shift, making solution, and one on each of the night shifts, maintaining a constant, uniform flow of the solution.

Experience has shown the desirable amount of chlorine to be between 0.40 and 0.65 p.p.m. (parts per million). The lower amount is used in warm weather and when Croton Lake is near the high water line. The amount is gradually increased as the storage in Croton Lake drops or the temperature of the water approaches freezing. The amount of ‘bleach’ to be used daily is determined from a chart (Fig. 1), which shows that the daily amount of chemical is about 4000 lb. Where so much chemical is used, the chart shows the economy resulting from varying the charge of ‘bleach’ in accordance with the amount of its available chlorine, as determined by laboratory analysis.”

Reference:  Coffin, T.D.L. 1913. “Chlorinating Plants, Croton Water Supply.” Engineering News. 69:9(February 27, 1913): 419-21.

Commentary:  New York City began testing chloride of lime to disinfect the Croton water supply shortly after the findings of the special master in the second Jersey City trial which has been described at length in The Chlorine Revolution:  Water Disinfection and the Fight to Save Lives.

0227 Croton Cl2 plantc

February 4

Little Falls Water Treatment Plant

Little Falls Water Treatment Plant

February 4, 1909: Dr. John L. Leal testified at the second Jersey City trial about the first use of chlorine for continuous disinfection of a U.S. water supply at Boonton Reservoir, which was the water supply for Jersey City, New Jersey. The transcript from February 5, 1909, revealed that Leal had also installed a chloride of lime feed system at the filtration plant at Little Falls, New Jersey. He stated that he had experimented with chloride of lime addition some months before and that he was now using it daily. Thus, the trial transcript provides the first written evidence of the second continuous use of chlorine to disinfect a drinking water supply.  This was also the first time chlorine was used in conjunction with mechanical filtration.

Reference: McGuire, Michael J. 2013. The Chlorine Revolution:  Water Disinfection and the Fight to Save Lives. Denver, CO:American Water Works Association.

0108 CEA WinslowFebruary 4, 1877:  Charles-Edward A. Winslow is born. “Charles-Edward Amory Winslow (4 February 1877 – 8 January 1957) was an American bacteriologist and public health expert who was, according to the Encyclopedia of Public Health, “a seminal figure in public health, not only in his own country, the United States, but in the wider Western world.”

Winslow was born in Boston, Massachusetts and attended Massachusetts Institute of Technology (M.I.T.), obtaining a B.S. in 1898 and an M.S. in 1910.

He began his career as a bacteriologist. He met Anne Fuller Rogers when they were students in William T. Sedgwick’s laboratory at M.I.T., and married her in 1907. He taught at the Massachusetts Institute of Technology while heading the sewage experiment station from 1908 to 1910, then taught at the College of the City of New York from 1910 to 1914.

He was the youngest charter member of the Society of American Bacteriologists when that organization was founded in 1899. With Samuel Cate Prescott he published the first American textbook on the elements of water bacteriology.

In 1915 he founded the Yale Department of Public Health within the Yale Medical School, and he was professor and chairman of the Department until he retired in 1945. (The Department became the Yale School of Public Health after accreditation was introduced in 1947.) During a time dominated by discoveries in bacteriology, he emphasized a broader perspective on causation, adopting a more holistic perspective. The department under his direction was a catalyst for health reform in Connecticut. He was the first director of Yale’s J.B. Pierce Laboratory, serving from 1932 to 1957. Winslow was also instrumental in founding the Yale School of Nursing.

He was the first Editor-in-Chief of the Journal of Bacteriology, serving in that position from 1916 to 1944. He was also editor of the American Journal of Public Health from 1944 to 1954. He was curator of public health at the American Museum of Natural History from 1910 to 1922. In 1926 he became president of the American Public Health Association, and in the 1950s was a consultant to the World Health Organization.”

January 15

Perfluorooctanoic acid (PFOA)

Perfluorooctanoic acid (PFOA)

January 15, 2009:  On January 15, 2009, the USEPA set a provisional health advisory level for PFOA of 0.4 parts per billion in drinking water. “Perfluorooctanoic acid (PFOA), also known as C8 and perfluorooctanoate, is a synthetic, stable perfluorinated carboxylic acid and fluorosurfactant. One industrial application is as a surfactant in the emulsion polymerization of fluoropolymers. It has been used in the manufacture of such prominent consumer goods as Teflon and Gore-Tex. PFOA has been manufactured since the 1940s in industrial quantities. It is also formed by the degradation of precursors such as some fluorotelomers.

PFOA persists indefinitely in the environment. It is a toxicant and carcinogen in animals. PFOA has been detected in the blood of more than 98% of the general US population in the low and sub-parts per billion range, and levels are higher in chemical plant employees and surrounding subpopulations. Exposure has been associated with increased cholesterol and uric acid levels, and recently higher serum levels of PFOA were found to be associated with increased risk of chronic kidney disease in the general United States population, consistent with earlier animal studies. ‘This association was independent of confounders such as age, sex, race/ethnicity, body mass index, diabetes, hypertension, and serum cholesterol level.’”

Jersey City Chlorination Facility at Boonton Reservoir

Jersey City Chlorination Facility at Boonton Reservoir

January 15, 1917:  Death of William J. Magie. In 1899, Jersey City, New Jersey contracted for the construction of a new water supply on the Rockaway River, which was 23 miles west of the City. The water supply included a dam, reservoir and 23-mile pipeline and was completed on May 4, 1904. As was common during this time period, no treatment (except for detention and sedimentation fostered by Boonton Reservoir) was provided to the water supply. City officials were not pleased with the project as delivered by the private water company and filed a lawsuit in the Chancery Court of New Jersey. Among the many complaints by Jersey City officials was the contention that the water served to the City was not “pure and wholesome” as required by the contract. William J. Magie was selected by Vice Chancellor Frederic W. Stevens to hear the second part of the case in which the use of chlorine for disinfection was a contentious issue.  One might assume that someone relatively junior might be appointed as the Special Master to hear the highly technical and excruciatingly long arguments from both sides of the case.  Not so.  William Jay Magie was one of the most revered judges of this time period.  He took the role of Special Master in 1908 after completing 8 years as Chancellor of the Court of Chancery.  Prior to that, he was a member of the New Jersey Senate (1876-1878), Associate Justice of the New Jersey Supreme Court (1880-1897) and Chief Justice of the same court from 1897 to 1900. (Marquis 1913)

“As a trial judge his cases were handled with notable success, as he had ample experience in trying causes before juries and a just appreciation of the worth of human testimony…” (Keasbey 1912) Judge Magie would need all of his powers of appreciation of human testimony in the second trial, which boiled down to which of the expert witnesses could be believed when both sides marshaled some of the most eminent doctors, scientists and engineers in the land.

Judge Magie was born on December 9, 1832 in Elizabeth, New Jersey and lived his life in that town.  He graduated from Princeton College in 1852 and studied law under an attorney in Elizabeth.  He was admitted to the bar of New Jersey in 1856.  At the time of the second trial in 1909 he was 77 years old and near the end of his distinguished career.

On May 9, 1910, William J. Magie submitted his Special Master Report. One of Magie’s findings was of critical importance to the defendants because he laid to rest the concern that chlorine was a poison that would harm members of the public who consumed the water.

“Upon the proofs before me, I also find that the solution described leaves no deleterious substance in the water. It does produce a slight increase of hardness, but the increase is so slight as in my judgment to be negligible.” (Magie, In Chancery of New Jersey, 1910)

The Special Master Report then delivered the finding that defendants had been waiting for:

“I do therefore find and report that this device is capable of rendering the water delivered to Jersey City, pure and wholesome, for the purposes for which it is intended, and is effective in removing from the water those dangerous germs which were deemed by the decree to possibly exist therein at certain times.” (emphasis added) (Magie, In Chancery of New Jersey, 1910)

Magie’s finding summarized in this one sentence approved the use of chlorine for drinking water. After this ruling, the use of chlorine for drinking water disinfection exploded across the U.S. (McGuire 2013)

In a filing after Magie’s final decree, compensation for Judge Magie was noted as $18,000 for the entire second trial with its 38 days of testimony over 14 months, dozens of briefs and hundreds of exhibits.  It must have been the hardest $18,000 he ever earned.

References:

  • Keasbey, E.Q. (1912). The Courts and Lawyers of New Jersey, 1661-1912. Vol. 3, New York:Lewis Historical Publishing Co.
  • Magie, William J. (1910). In Chancery of New Jersey: Between the Mayor and Aldermen of Jersey City, Complainant, and the Jersey City Water Supply Co., Defendant. Report for Hon. W.J. Magie, special master on cost of sewers, etc., and on efficiency of sterilization plant at Boonton, Press Chronicle Co., Jersey City, New Jersey, (Case Number 27/475-Z-45-314), 1-15.
  • Marquis, Albert N. (1913). Who’s Who in America. Vol. 7, Chicago:A.N. Marquis.
  • McGuire, Michael J. (2013). The Chlorine Revolution:  Water Disinfection and the Fight to Save Lives. Denver, CO:American Water Works Association.

December 21

George Warren Fuller, 1903, 35 years old

George Warren Fuller, 1903, 35 years old

December 21, 1868:  Birth of George Warren Fuller in Franklin, Massachusetts. George Warren Fuller was, quite simply, the greatest sanitary engineer of his time, and his time was long—lasting from 1895 to 1934.  In truth, we have not seen his like since.  How did he reach the pinnacle of his field?  What early influences led him on his path? There is a biography of Fuller on Wikipedia that I wrote which summarizes his life from a “neutral point of view.” The material below is taken in part from Chapter 7 of The Chlorine Revolution:  Water Disinfection and the Fight To Save Lives. By design, it gives more of a personal flavor to his life.

George Warren Fuller was born in Franklin, Massachusetts on December 21, 1868—ten years after the death of Dr. John Snow and ten years after the birth of Dr. John L. Leal.  He was the son of George Newell Fuller and Harriet Martha Craig. There is not much known about his father who was simply described as a farmer.  His father was born on the Fuller family property in Franklin, Massachusetts on November 22, 1819.

Harriet Martha Craig was born on February 2, 1841, grew up near Leicester, Massachusetts, and attended Mount Holyoke College, but she did not graduate.  Her final year at the institution was 1865.  They were married on November 15, 1866 when he was 46 and she was only 25.  They settled down in the Franklin-Medway area of rural Massachusetts for a quiet life of farming on the ancestral Fuller family property.  They had two children, George W. and Mabel B. who was born in 1876.  We know that George kept in touch with his younger sister in later years.  She married Carl W. DeVoe and moved to Jerome, Idaho. George owned a ranch in Idaho and must have visited her there.

Place names in Massachusetts have changed over the past several hundred years as the land area covering certain towns changed due to the expansion and contraction of town boundaries or as a result of new towns being carved off from old ones.  Towns that figured prominently in Fuller’s history, Dedham, Franklin and West Medway, all describe the same general area, which is about 10-25 miles southwest of Boston.

We know only a little about his early education.  One report observed:

“George Warren Fuller was at the head of his class when he attended the Dedham schools. His scholarship was, of course, a source of great satisfaction to his mother. At sixteen he passed the examination for entrance at MIT but, his father having died a few weeks before, it was thought best for him to have a fourth year in high school….”

After his father’s death on May 3, 1885, his mother moved 2,500 miles away to Claremont, California where she lived until she died in 1915.  George must have felt that he had lost both parents at the same time.  We do not know if he was looking for a stable family life to replace the one he had lost, but we do know that he married when he was only two years out of high school, in 1888.  His first wife, Lucy Hunter was born in October 1869 and died far too young on March 18, 1895. Lucy came from a family who immigrated to America from New Brunswick and Prince Edward Island.  Her father was born about 1830 and listed his occupation as farmer.  Her mother, Sarah, was born about 1845.  The farming family had seven children, three boys and four girls.  They must have moved to Boston from New Brunswick sometime between 1877 and 1880.  The youngest boy, Harry, was born in New Brunswick about 1877. I recently heard from a descendant of Lucy Fuller who was researching her family. According to her second cousin, three times removed, the family was sailing from Northern Ireland to Philadelphia in 1767 when their ship was wrecked off of Nova Scotia. Lucy’s family eventually made it to Boston while many of the other Hunters moved on to Ontario, Canada.

In 1880, the U.S. census showed that her family lived in Boston at 218 Bennington Street, which is now near Boston Logan International Airport and was located near cultivated land in the late 1800s.  The address is about three miles from the MIT campus, as the crow flies.

Lucy was 18 years old and Fuller was 20 years old when they were married.  Fuller was only in his second year at university (1886-1890).  They had one son, Myron E. Fuller who was born in Boston on June 4, 1889. We do not know much about the marriage, but we do know that George W. Fuller was issued a passport on May 2, 1890 for his trip to Germany and his continued studies. There is no record that Lucy or Myron applied for a passport or accompanied Fuller to Germany.  Massachusetts death records listed her cause of death as “enteritis” which was a general term used for diseases caused by the ingestion of pathogens from food or water.  The death records listed her as “married” which meant that her marriage to Fuller was not dissolved prior to her death. There is no evidence that George W. Fuller lived with her and their son after 1889.

From a 1910 census report, it is clear that Myron lived with his father in Summit, New Jersey.  One recorded connection we know of between Myron and his father was mentioned in the preface of Fuller’s 1912 book, Sewage Disposal. Fuller acknowledged Myron (who was 22 years old at the time) for creating the index to the book.  One source showed that Fuller and McClintock employed Myron from 1911 to 1916 and again from 1919 until at least 1922. In 1918, Myron registered for the draft and listed his occupation as civil engineer. The same reference showed Myron working for the City of Philadelphia in the Bureau of Surveys—the same occupation as his great-great-great-great grandfather, Ensign Thomas Fuller.  He lived in Philadelphia with his wife and one child.

While Fuller was in Louisville working on the filtration investigations, he met Caroline L. Goodloe who came from a fine, old Louisville family.  In November 1899, Fuller married her in Louisville. They were both 31 years old when they were married.  In May of 1900, husband and wife went on a trip to Europe—a somewhat delayed honeymoon. Their son, Kemp Goodloe Fuller, was born on March 10, 1901. On November 11, 1903, while living in New York City, their second son, Asa W. Fuller was born.

We know from records published in the annual report of the APHA and other sources that Fuller had his offices in New York City at 220 Broadway for many years beginning in 1899, which was the same address given by Allen Hazen for his offices for a short period of time.

Tragically, Caroline Goodloe Fuller died in June 21, 1907, while George W. Fuller was most heavily engaged in numerous water and sewage disposal projects all over the U.S.  At her death, George W. Fuller was living at 309 West 84th Street in New York City with his wife and their sons.  She was 38 years old.

The 1910 Census form showed that Fuller was living at 160 Boulevard, Summit, New Jersey with Alice C. Goodlow (sic) who was identified as his sister-in-law, Mary L. Goodlow (sic) identified as his mother-in-law and his three sons Myron, Kemp G. and Asa.  George’s in-laws had come up from Louisville to help him raise the boys.  Also listed at the same residence was an interesting guest, Grace F. Thomson, 43, born in China of English ancestry and claiming a trade of metal working.  In addition, there were three servants (two Irish and one Greek) making it a full and busy household.  The census form showed him as widowed, so by 1910 he had not remarried.

We know from several accounts, that George Warren Fuller was, in many ways, a big man.  Physically, he was tall.  An account by a colleague said that he was over six feet tall, but passport application forms that Fuller filled out showed that his height was 5 feet 10 inches. Pictures of him from 1903 until at least 1928 showed that he was, to use a descriptor from the time, stout. One description had him at 285 pounds with a size 18 collar.

His hair was dark brown and, in the style of the day, slicked down and parted in the middle.  As time marched on, he began to gray at the temples and then the gray seemed to take over his thinning head of hair.  He was clean-shaven except for his days in Louisville during the filtration studies, when he sported a bushy mustache.  He had blue eyes that could bore into someone who did not please him and twinkle when he was trying to charm a lady.  The round spectacles that he always wore did not detract from the intensity of his blue eyes.

Commentary:  George Warren Fuller Comes to California…in 2012

On April 3 2012, I gave a talk at the California Nevada Section Conference of the American Water Works Association. I teamed up with John Marchand who gave a talk on Dr. John Snow of Broad Street Pump fame. We made a pact to give our talks in costume, which incredibly we both followed through on. Below are links to my talk broken up into three parts (YouTube restrictions). It describes Fuller’s life and the first use of chlorine on the Jersey City water supply in 1908.

Part 1:  http://youtu.be/37WZkp5148w

Part 2:  http://youtu.be/rsicrBvVMc4

Part 3:  http://youtu.be/n6PuOvjjQMI