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MUNICIPAL HOUSECLEANING
THE METHODS AND EXPERIENCES OF AMERICAN CITIES IN COLLECTING AND DISPOSING OF THEIR MUNICIPAL WASTES—ASHES, RUBBISH, GARBAGE, MANURE, SEWAGE, AND STREET REFUSE
BY
WILLIAM PARR CAPES
DIRECTOR NEW YORK STATE BUREAU OF MUNICIPAL INFORMATION SECRETARY NEW YORK STATE CONFERENCE OF MAYORS AND OTHER CITY OFFICIALS
AND
JEANNE DANIELS CARPENTER, A.M., LL.B.
BOSTON UNIVERSITY EXPERT IN ECONOMICS AND MUNICIPAL RESEARCH
WITH AN INTRODUCTION BY
CORNELIUS F. BURNS
PRESIDENT OF NEW YORK STATE CONFERENCE OF MAYORS AND OTHER CITY OFFICIALS
E. P. DUTTON & COMPANY
NEW YORK
1918
Copyright, 1918
By E. P. DUTTON & COMPANY
All rights reserved
Printed in the United States of America
DEDICATED
TO THE
HONORABLE CHARLES C. DURYEE, M.D.
WHO, AS THE FOUNDER AND FIRST PRESIDENT OF THE NEW YORK STATE CONFERENCE OF MAYORS AND OTHER CITY OFFICIALS, WHICH DEVELOPED THAT UNIQUE INSTITUTION, THE STATE BUREAU OF MUNICIPAL INFORMATION, RENDERED A SERVICE OF INESTIMABLE VALUE TO THE CITIES OF THE EMPIRE STATE AND BLAZED A TRAIL FOR BETTER COORDINATION OF MUNICIPAL UNDERTAKINGS, AND MORE EFFECTIVE COOPERATION AMONG AMERICAN CITIES.
PREFACE
In a home free from nuisances which offend the esthetic tastes, and either directly or indirectly cause disease, more contentment and thrift will be found than in the one permeated with odors and befouled with dirt and domestic wastes.
So it is with a city, the great home, workshop, and playground of its people. Keeping it clean, therefore, is one of the most important duties of its officials. None other is more conducive to health, happiness and comfort, the three great objects for which every community through organized effort is striving.
And there is no group of municipal problems which demands and is now commanding, more scientific thought and more intelligent business management than the collection and disposal of a city’s wastes. With every nation applying the last ounce of economy and with the increase of population and its consequent congestion, these problems grow in importance and complexity. Higher living standards, a better understanding of the causes of disease, and a keener appreciation of preventive work have forced municipalities to frown upon primitive methods involving individual effort, especially where congestion exists. As a substitute therefore, more effective means have been and are being adopted to eliminate by community activity, the nuisances caused by ashes, rubbish, garbage and dirty streets. We are also appreciating the need for more efficient management than is now prevalent and for the development of revenue-producing by-products.
An official or layman interested in the solution of these six important municipal housecleaning problems will find in this book information which we believe will answer all his questions. Our judgment has been influenced entirely by the hundreds of questions which have come to the State Bureau of Municipal Information from city officials in their effort either to establish efficient systems or to reorganize existing ones.
City officials, federal, state and municipal reports, engineering, medical and other publications, as well as the proceedings of various municipal, civic and scientific organizations have contributed their quota to this work.
The Authors.
BIBLIOGRAPHY
STREET CLEANING:
Milwaukee, Wis. Bureau of Municipal Research. Efficiency and Economy in Municipal Work by Modern Type of Equipment.
Philadelphia. Highways and Street Cleaning, Bureau of Highways—A Problem in Municipal Housekeeping.
Fox, R. T. Report on Examination of Personnel, Methods of Work and Equipment of the Department of Street Cleaning, New York City.
Parlin, R. W. Flushing—Its Place in the Street Cleaning Field.
SEWAGE DISPOSAL:
Daniels, F. E. Operation of Sewage Disposal Plants.
Kershaw, G. B. de B. Guide to the Reports, Evidence, and Appendices of the Royal Commission on Sewage Disposal.
Kershaw, G. B. de B. Sewage Purification and Disposal.
Metcalf, L., and Eddy, H. P. American Sewerage Practice. Disposal of Sewage.
Eddy, H. P. Extent to which Sewage can be Purified by Practical Methods of Artificial Treatment now in Use.
Faber, D. C. Operation and Care of Sewage Disposal Plants.
Fuller, W. B. Sewage Disposal by the Activated Sludge Process.
Bristol, L. D. Municipal Sewage and its Care.
American Public Health Association. Standard Methods for the Examination of Water and Sewage.
Hammond, G. T. Sewage Treatment by Aeration and Activation.
Weston, R. S., and Turner, C. E. Studies on the Digestion of a Sewage Filter Effluent by a Small and Otherwise Unpolluted Stream.
REFUSE AND REFUSE DISPOSAL:
Chicago. City Waste Commission.
Gerhard, W. P. Disposal of Household Wastes.
Matthews, E. R. Refuse Disposal.
Turrentine, J. W. Preparation of Fertilizer from Municipal Wastes.
Conant, E. R. Refuse Disposal in Southern Cities, with Particular Reference to Savannah, Ga., with its new Incinerator.
Rich, E. D. Garbage Collection and Disposal.
Gerhard, W. P. Sanitation and Sanitary Engineering.
CONTENTS
| PAGE | ||
|---|---|---|
| Preface | [vii] | |
| Bibliography | [ix] | |
| Introduction | [xix] | |
| CHAPTER | ||
| I | Street Cleaning, Elements to be Considered—Contract versus Municipal Cleaning—Spring Cleaning—Street Sprinkling—Street Cleaning Methods—Machine Sweeping—Pick-up Machines—Cleaning by Flushing—Hose Flushing—Cleaning by Squeegeeing—Disposal of Refuse—Relative Cost | [3] |
| II | Sewage Disposal Methods, Need for Proper Disposal—Sewerage Systems—Purification of Sewage—Processes of Purification—Dilution—Screening—Grit Chambers—Straining or Roughing—Treatment in Tanks—Plain Sedimentation—Septic Process—The Imhoff Tank—Chemical Precipitation—Slate Beds—Dosing Chambers—Contact Filters—Trickling, Percolating or Sprinkling Filters—Intermittent Sand Filters—Broad Irrigation—Disinfection—Activated Sludge Process—Other Processes—Trade Wastes—Sludge Disposal and Value—Management and Supervision | [71] |
| III | Ash and Rubbish Collection, Types of Collection Systems—Methods of Collection—Districting the City—Organization of Collection Forces—Kinds of Equipment—Location of Receptacles—Time of Collection—Frequency of Collection—Enforcement of Collection Regulations—Methods of Disposal—Revenues from By-Products—Efficiency Tests and Suggestions—Per Capita Production—Cost Data | [119] |
| IV | Garbage Collection and Disposal, Collection Systems—Methods of Collection—House Treatment—Kinds of Equipment—Location of Receptacles—Time and Frequency of Collection—Enforcement of Collection Regulations—Cost—Per Capita Production—Feeding to Swine—Dumping on Land—Dumping in Large Bodies of Water—Disposal by Sanitary Fill—Burial—Disposal Plants—Incineration—Reduction | [151] |
| V | Care and Disposal of Manure, Methods Used by Cities—The Columbus System—Municipal Regulations—Exceptional Regulations | [203] |
| VI | Municipal Clean-up Campaigns, Agencies for Propaganda—Programs—Organization—Procedure—Publicity—Miscellaneous Activities—Methods—Prizes—Fire Prevention and Inspection—Sanitary Inspection—Slogans—Flies and Mosquitoes—Ordinances—Revenue from Waste—Cost—Results | [213] |
TABLES
| [1.] | Methods and Costs of Street Cleaning in American Cities |
| [2.] | Methods and Costs of Sewage Disposal in American Cities |
| [3.] | Ash Disposal by Private Collection |
| [4.] | Collection and Disposal of Ashes and Rubbish by Municipal Forces |
| [5.] | Collection and Disposal of Ashes and Rubbish by Contract |
| [7.] | Methods and Cost of Disposal of Garbage |
ANALYTICAL TABLE OF CONTENTS
| STREET CLEANING | |||
| PAGE | |||
|---|---|---|---|
| Contract versus Municipal Cleaning | [5] | ||
| Philadelphia, experience of | [5] | ||
| Washington, experience of | [5] | ||
| Elements of Street Cleaning Program | [3] | ||
| Classes of street litter | [4] | ||
| Lack of accurate data | [4] | ||
| Records | [4] | ||
| Methods of Reducing Litter | [5] | ||
| Carelessness of Citizens | [6] | ||
| How public and officials can cooperate | [8] | ||
| Philadelphia’s plan | [7] | ||
| Preventive work | [8] | ||
| Educational campaigns | [6] | ||
| Street Cleaning Factors and Standards | [9] | ||
| Conditions and factor | [9] | ||
| Horse traffic | [10]–[11] | ||
| Paving and repair policy | [11]–[12]–[13] | ||
| Quantity and volume of dirt | [11] | ||
| Schedule of Street Cleaning | [14] | ||
| Amount and character of cleaning affected by kinds of pavement | [15] | ||
| Assignments | [16] | ||
| Block system | [14] | ||
| Organization of employees | [15] | ||
| Unit of work | [15] | ||
| Spring Cleaning | [16] | ||
| Character of pavement a factor | [17] | ||
| Rates per man | [17] | ||
| Number of men required in gang | [16] | ||
| Unit cost according to character and kinds of pavement | [17] | ||
| Sprinkling | [17] | ||
| Bureau of Municipal Research, Milwaukee, Wis., Cost data | [19] | ||
| Dust prevention | [17] | ||
| Effect on pavement | [18] | ||
| Experts, opinions of | [18]–[19] | ||
| Ordinances and regulations | [20] | ||
| Practices in various cities | [21] | ||
| Sprinkling by railway companies | [20] | ||
| Methods | [22] | ||
| Patrol system | [22] | ||
| Area a sweeper can clean | [22] | ||
| Philadelphia’s system | [24] | ||
| Machine Sweeping | [24] | ||
| Cost | [26] | ||
| Experts, opinions of | [25] | ||
| Los Angeles, Cal., report | [28] | ||
| Oakland, Cal., experience of | [27] | ||
| Pomona, Cal. | [28] | ||
| Flushing | [29] | ||
| Atlanta Sanitary Dept., report of | [29] | ||
| Bureau of Municipal Research, Milwaukee, Wis., report of cost data | [31]–[32] | ||
| Experts, opinion of | [29]–[30] | ||
| Effect on pavement | [31] | ||
| Machine | [30]–[31] | ||
| Railway car flushing | [32] | ||
| Hose Flushing | [33] | ||
| New York City, experience of | [33]–[34] | ||
| Squeegeeing | [34] | ||
| Horse drawn squeegees, cost of operation | [35] | ||
| Methods | [34] | ||
| Milwaukee, report of | [35] | ||
| Motor drawn squeegees | [35]–[36] | ||
| Square yards per day cleaned | [37] | ||
| Combination of methods | [37]–[38] | ||
| Danger of clogging sewers | [35]–[36]–[37] | ||
| Disposal of Street Refuse | [38] | ||
| Experience of cities | [38] | ||
| Length of haul | [38] | ||
| Used as fill | [38] | ||
| Relative Cost of Street Cleaning | [39] | ||
| Experts, opinions of | [39] | ||
| U. S. Census Bureau, investigation of | [39] | ||
| SEWAGE DISPOSAL | |||
| Bureau of Surveys, Philadelphia Testing Station | [72] | ||
| Composition of Sewage | [72] | ||
| Importance of Sewage Disposal Problem | [71] | ||
| Massachusetts State Board of Health conclusions | [72] | ||
| Preliminary Study | [72] | ||
| The Sewerage System | [73] | ||
| Authorities, opinion of | [73]–[74] | ||
| Domestic Wastes | [74] | ||
| Degree of Purification | [75] | ||
| Trade and industrial wastes | [77] | ||
| Processes of Treatment | [78] | ||
| Main group | [78] | ||
| Chemical precipitation | [91]–[92] | ||
| Colloidal tanks | [85] | ||
| Dilution | [80]–[81] | ||
| Grit Chambers | [82]–[83] | ||
| Plain sedimentation | [84]–[85] | ||
| Preliminary or preparatory | [78] | ||
| Screening | [81]–[82] | ||
| Septic tank treatment | [85] | ||
| Imhoff tanks | [87]–[88]–[89]–[90]–[91] | ||
| Cameron tanks | [85]–[86]–[87] | ||
| Single contact beds | [93]–[94] | ||
| Straining or roughing | [83]–[84] | ||
| Slate beds | [92]–[93] | ||
| Final process | [78] | ||
| Dosing chambers | [93] | ||
| Double contact beds | [93]–[94]–[95]–[96] | ||
| Trickling-sprinkling filters | [96]–[97] | ||
| Intermittent sand filters | [98]–[99] | ||
| Broad irrigation | [100]–[101] | ||
| Disinfection | [100] | ||
| Hypo-chlorite of lime | [101] | ||
| Liquid chlorine | [101] | ||
| Activated sludge process | [101]–[102]–[103]–[104] | ||
| Combination of processes | [79] | ||
| Electrolytic process | [104] | ||
| Efficiency of processes | [80] | ||
| Management and supervision | [108]–[109] | ||
| Miles acid sludge process | [105] | ||
| Sludge disposal and value | [106]–[107]–[108] | ||
| Trade wastes | [105] | ||
| ASHES AND RUBBISH | |||
| Collection Systems: | |||
| Types of systems | [120]–[121] | ||
| Combined | [121]–[122]–[123] | ||
| Separate | [120]–[122]–[123] | ||
| Method of collection: | |||
| Municipal | [123]–[124] | ||
| Contract | [124] | ||
| Private | [123] | ||
| Districting the city | [124]–[125] | ||
| Organization of force | [125] | ||
| Type of equipment | [126]–[127]–[128] | ||
| Cans | [126] | ||
| Vehicles | [127]–[128] | ||
| Location of receptacles | [128]–[129] | ||
| Time of collection | [129]–[130] | ||
| Frequency of collection | [130]–[131] | ||
| Enforcement of regulations | [131] | ||
| Disposal of Ashes and Rubbish | [132] | ||
| Dumping | [132] | ||
| Burning | [132]–[133] | ||
| Revenue from By-Products | [133]–[134] | ||
| Specifications | [135]–[136]–[137] | ||
| Efficiency Tests and Suggestions | [138]–[139] | ||
| Per Capita Production | [139] | ||
| Cost data | [140] | ||
| GARBAGE COLLECTION AND DISPOSAL | |||
| Types of Collection Systems | [152]–[153]–[154] | ||
| Combined | [153] | ||
| Separate | [153] | ||
| Method of Collection | [154]–[155]–[156] | ||
| Scavengers | [154] | ||
| Contract | [154]–[155] | ||
| City | [154]–[155] | ||
| Organization | [156]–[157]–[158] | ||
| Districts | [156] | ||
| Force | [157]–[158] | ||
| House treatment | [156] | ||
| Receptacles | [158] | ||
| Vehicles | [159]–[160] | ||
| Motors vs. horse drawn | [160]–[161]–[162]–[163] | ||
| Collection Regulations | [164]–[165]–[166] | ||
| Cost of Collection | [166]–[167] | ||
| Per Capita Production | [167]–[168] | ||
| Garbage Disposal | [168]–[169] | ||
| Feeding to swine | [169]–[170]–[171]–[172]–[173]–[174] | ||
| Dumping on land | [175] | ||
| Dumping in large bodies of water | [175] | ||
| Disposal by sanitary fill | [175]–[176]–[177] | ||
| Burial | [178] | ||
| Disposal Plants | [178]–[179]–[180]–[181] | ||
| Incineration | [181] | ||
| Crematories | [181]–[182]–[186] | ||
| Destructors | [183]–[184]–[185]–[186]–[187] | ||
| Reduction | [187]–[190] | ||
| Cooking | [188]–[189] | ||
| Drying | [189] | ||
| By-Products | [190]–[191]–[192] | ||
| CARE AND DISPOSAL OF MANURE | |||
| Methods of Collection | [203] | ||
| Municipal | [204]–[205] | ||
| Private | [204] | ||
| Contract | [204] | ||
| Municipal Regulations | [206]–[207]–[208]–[209]–[210] | ||
| For care and storage of manure | [206]–[207]–[208]–[210] | ||
| For transportation of manure | [206]–[207]–[208] | ||
| For disposal of manure | [206]–[207]–[208] | ||
| MUNICIPAL CLEAN-UP CAMPAIGN | |||
| History of the Movement | [213]–[214] | ||
| Initiating a Campaign | [214]–[215] | ||
| Organization | [215]–[216]–[217] | ||
| Publicity plans | [217]–[218]–[219]–[220]–[221]–[222] | ||
| Cooperating forces | [222]–[223]–[224]–[225]–[226]–[227] | ||
| Work of children | [222]–[223]–[224]–[225]–[226] | ||
| Work of organizations | [225]–[226]–[227] | ||
| Special Activities | [227]–[228] | ||
| Cleaning roofs | [227] | ||
| School gardens | [228] | ||
| Planting trees | [228] | ||
| Fire Prevention and Inspection | [228]–[229] | ||
| Sanitary Inspectors | [230] | ||
| Flies and Mosquitoes | [230]–[231] | ||
| Results of Campaigns | [231]–[232] | ||
INTRODUCTION
Never in the history of our country has the work of the public official demanded so much of him as now. The expansion and increasing complexity of municipal activities, the desire of women for more knowledge about their new responsibilities, the need for better living conditions brought about by greater congestion, the necessity for conserving every ounce of man and woman power, the demand for greater efficiency and rock-bottom economy in every line—all these conditions are making themselves felt with the public official.
The time when public office was held by the grace of God and the majority of votes has become almost a thing of the past. The official’s worth now is not measured by his good-fellowship and vote-getting capacity, but rather by his ability to produce results—not at the polls on Election Day, but in the City Hall every day.
Because municipal government is closer to the people and affects them in more ways than the government of any other political subdivision, and also because our citizens are now taking a keener interest than ever before in community work, it is to-day almost useless for a public official to attempt to escape responsibility or to excuse his shortcomings. He must be efficient and constantly apply his efficiency.
I believe that most of our urban citizens appreciate the importance of keeping our cities clean and healthful by the proper removal and disposal of the mass of wastes that accumulates daily. I know that every public official appreciates the need for this service, and most of them by bitter experiences realize the complexity of these problems.
To equip himself to do his difficult duty as he should, the public official must be able to acquaint himself thoroughly with the best methods, experiences and opinions of others. “Municipal Housecleaning” goes into all of the matters pertaining to the collection, care and removal of municipal wastes. It should be of the greatest value in assisting public officials—mayors, engineers, sanitarians and members of health, street cleaning, public works and sewer departments—to select the systems best adapted to local conditions and to operate them efficiently. We officials in New York State have found this information to be of inestimable value in solving our problems.
But no municipal effort can succeed without the cooperation of the citizen. He can help most by informing himself on these problems so that he can intelligently participate in the cooperative community effort to keep clean, and if need be, to offer constructive criticism. If the citizen—and particularly the woman, for it is her intelligent cooperation that will make for more effective service—will read this book, it will be easier for us to obtain in America what the authors have so aptly referred to as “better places in which to live, work and play.”
Cornelius F. Burns,
President New York State Conference
of Mayors and other City Officials.
STREET CLEANING
SYSTEMS AND APPARATUS USED IN AMERICAN CITIES—METHODS OF REDUCING LITTER—COST DATA.
In establishing or rearranging its street cleaning system, every city must consider the problem from three angles: (1) Cheapest method of cleaning pavement; (2) Method of reducing litter; (3) Paving policy with a view to saving cost of cleaning.
The proper solution of each one of these problems will materially reduce the cost.
In outlining a program for a street cleaning department the following elements must be known and carefully considered:
(1) Kind of and state of repair of pavement. (2) Traffic to which they are subjected. (3) Facilities for disposing of street sweepings. (4) Climatic peculiarities. (5) Degree of cleanliness it is desired or expected to maintain. (6) Miscellaneous local circumstances.
Mr. S. Whinery, Consulting Engineer, says that in most cities the data afforded by local past experience and results, furnish the best basis for future projects and programs. Unfortunately few cities have records of these. The head of the department usually relies upon his own memory or that of his predecessor. While the methods followed and results obtained in other cities may and should be studied, it must be borne in mind that it is not safe to base conclusions upon such data without a full knowledge and careful consideration of all facts and conditions affecting them. This is particularly true of reported cost data, for in addition to differing physical conditions, it is unfortunately true that the present methods of accounting in many street cleaning departments make it next to impossible to ascertain the actual or relative unit cost of the various details of the work, and intelligently to compare results in one city with those in another. The experience of the New York State Bureau of Municipal Information in seeking data from the fifty largest American and all New York State cities provides ample proof of this condition. Fifty were able to give some data, but of these only a few had any accurate and detailed cost statistics.
The relative amount of dirt from the different sources of dust depends on the character of construction and condition of street surface, amount and character of traffic, character of neighborhood and people in the neighborhood, and street railway tracks.
Street dirt is divided into two general classes: (a) Natural, and therefore unavoidable, and (b) that due to carelessness and therefore avoidable. In the first class are dust from the air, and dirt coming from the wear of pavements, vehicles, tires and horses’ shoes; excrement of animals, dirt and sand which work up through the joints of pavements, laid on earth or sand foundations and having sand or gravel joints; dirt brought in from adjacent unpaved or macadam streets, and leaves from shade trees. In the second class are soot, refuse swept from sidewalks, thrown from buildings and discarded by pedestrians, dirt dropped from overloaded vehicles and débris from construction operations.
The real duty of the street cleaning department is the removal of the first class, but in doing so it is compelled also to sweep up and cart away the material in the second class. In order to reduce its operations as much as possible, it must, therefore, in cooperation with the police and health authorities do everything it can to prevent the accumulation of the avoidable material by enforcing ordinances and through the cooperation of the public in general.
Contract vs. Municipal Cleaning
It is generally agreed that street cleaning by municipal employees is more satisfactory and economical than by contract. Even the officials of those few cities which still have the contract system favor municipal operation. Philadelphia is the only one of the twenty-five largest cities in the country which does the work by contract. The chief of the highway department has recommended a change, giving the following reasons: “Street cleaning work involves so much detail for which there are no definite units to specify and bid for, and it is of such a character that the overhead charges for proper inspection are so disproportionate to the cost of the work, that unquestionably it would be much more effectively and economically carried on directly by the municipal forces instead of by contract.”
Washington’s experience is illuminating. Notwithstanding changes in method as work progressed and considerable expense attached to the purchase of new equipment the street cleaning department was able to show at the end of the year under the municipal system that the average costs were less than contract prices. At the end of the second year for the expenditure of the same amount of money over 25 per cent. more work was accomplished than during the last year of the contract system and the general opinion was that the streets were in better condition than they had ever been before.
Method of Reducing Litter
Street cleaning departments of many progressive cities within the last few years have given particular attention to the preventive side of street cleaning work, i. e., reducing the amount of avoidable dirt on street pavements. Various methods have been adopted to secure results. Local civic pride and the cooperation of the public have been stimulated by means of educational campaigns. One result has been the more general use of waste paper and refuse street cans. Cleveland tried to organize volunteer corps among the school children to use their influence against the useless littering of streets. Departments have also established a closer relationship with the health and police authorities for the enforcement of street cleaning regulations, such as those prohibiting the sweeping of litter from stores and houses onto paved streets. The success of preventive work depends upon the amount of cooperation the street cleaners can get from these sources.
In Chicago an analysis was made of the character and percentage of waste thrown about by pedestrians in the streets and by business houses in densely populated sections of the city. It was found that a great portion of the street dirt collected by street cleaners consisted of waste paper and other light litter. The Chicago Civil Service Commission in a special report says: “It would appear that with the cooperation of merchants a considerable portion of such litter could be kept off the streets and if street cleaners would patrol the street for loose paper and deposit the same in the street dirt boxes provided at different points along such streets, a great portion of the cleaning work would be saved and the streets would generally appear cleaner. The litter of streets in tenement and manufacturing districts is a matter which can be greatly minimized by proper distribution of work and cooperation of the street cleaning forces and residents. The quantity of street dirt collected from the pavements in market places illustrates an instance where pavements become unavoidably littered.”
Gustave H. Hanna, when head of the Cleveland Street Cleaning Department, expressed the belief that nothing encourages carefulness on the part of the public so much as efficient and careful cleaning. He argued that a man does not hesitate to throw paper or rubbish into a foul street, but thinks twice if the street is clean. If there is a waste box at hand with a printed suggestion on the outside, Mr. Hanna thinks he is apt to use the box.
The greatest source of expense comes from those who use the street as a place of business, such as resorts of professional hucksters. Mr. Hanna and others think it would be a small return for the permission of doing business in these streets to require the hucksters to keep the surroundings clean at their own expense under pain of arrest or forfeiture of privilege.
In an effort to get the cooperation of the general public, Philadelphia placed waste paper receptacles in prominent locations throughout the city, such as two in every block in the principal business sections, in front of school houses and entrances to business, elevated and subway stations, etc. Circulars were sent to each householder throughout the city containing information and instruction as to improving conditions by using uniform and suitable receptacles.
Bulletins and letters of information were distributed among business and civic associations. The officials learned that one of the most effective methods in reaching the householder is through the women’s organizations. A woman inspector was appointed to keep in touch with the activities of the women’s clubs and to secure their cooperation. This inspector during the year gave over two hundred lectures to various organizations and enlisted the cooperation of householders, women and children in connection with preventive street cleaning measures. To the housekeeper it was shown how vital is her part in an efficient collection of all waste. Children were impressed with their duties as citizens, and to them was given an opportunity to demonstrate their knowledge in the home, school and on the street. As a reward of such activity 5,000 buttons were distributed in six months. Twenty thousand folders for children and adults relating to the care of streets and the collection of waste were also put into circulation.
Former Street Cleaning Commissioner William H. Edwards, of New York, says that four kinds of cooperation are needed by street cleaning departments:
(1) “Cooperation with the force by showing a human interest in the work of the men. This can be done by establishing a pension fund so that when a man has served faithfully for twenty years and has reached the age of 60 or has become incapacitated after he has served ten years, or is injured in the performance of his duty at any time after service has begun so that he is disabled for future service, he can be retired on half pay. This instills in men a keen desire to do better work and permits the Commissioner to retire men who are no longer able to do good work. The danger of street sweepers in busy streets is apparent to any one. More than 2,500 accidents resulting in death or personal injury or damage to property occurred in one year in connection with the New York City Department’s activities. The percentage of killed in the street cleaning force was considerably higher than that in the police force.
(2) “Cooperation of women in the communities in New York. The Women’s Municipal League and other bodies have cooperated with the department. Every year they offer a medal to the sweeper, driver or foreman who does the best all around work.
(3) “Cooperation with citizens. Carelessness up to the present time has added to the work and expense and has been an obstacle to real cleanliness. It must be remembered that before the sweeper can begin that part of the work which is beyond prevention, he must remove the litter carelessly thrown on the street.
(4) “The formation of ordinances for the prevention of this carelessness. If the department has the effective cooperation of the police department and of the magistrates, in the enforcement of the ordinances, then and only then can this particular condition be reduced to a practical minimum. In an attempt to enforce ordinances forbidding the throwing of litter in the streets, New York City in 1915 caused the arrest of 5,400 persons for violating ordinances relating to street conditions of the scattering of refuse. In addition to these arrests in the last three months of the year more than 18,000 formal written warnings were issued for the violation of ordinances.”
Street Cleaning Factors and Standards
The conditions and factors controlling the amount and frequency of cleaning of any pavement, are as follows:
1. Density of horse drawn vehicles and other traffic. 2. Width of street. 3. Character of district and population. 4. Location of streets. 5. Proximity of streets and alleys. 6. Location of public buildings, parks, etc. 7. Kinds and condition of pavement.
A study made by the Chicago Civil Service Commission definitely established that the density of horse traffic, which is the total number of horses passing through a given street divided by the width of the street, is the principal factor which determines the number and frequency of cleanings one street should be given.
The Commission has also learned that there are at least thirty-eight distinct movements which a street cleaner makes in street cleaning work. Of these some have been found to be unproductive, resulting in loss of time and energy and less effective street cleaning. The most important of these, according to the Commission’s report, are as follows: Observation of time wheeling push carts into alleys or other dumping places, disclosing that practically one-fifth of time was consumed in this activity. The study disclosed that some sweepers are more efficient than others, due to the stroke of the broom which they make. The practise of hitting a broom on the pavement is not necessary on dry pavements and very seldom on wet pavements. Effective and practical street cleaning can be obtained by bringing the brush down forcibly at the beginning of each stroke, thus reducing the work at least 15 per cent. The time schedules disclosed that time lost by street cleaners in dodging horses and automobiles where traffic is dense is unappreciable and does not exceed 8 per cent. of the total time in the business district and not more than 2 per cent. of the total time in the outlying district. It is occasioned more through congestion of traffic than through density of traffic. In cleaning light traffic asphalt pavements it was disclosed that after the one morning thorough cleaning three-fourths of the area to be covered during the remainder of the day does not require thorough cleaning. The Commission believes that scoops equipped with rollers would be well adapted for use on light traffic pavements, and with them one man could patrol a much larger pavement area and still keep the pavement in good condition. Time studies of work performed by street laborers working in gangs showed that work done by groups and gangs was not as economical as the division of such work through individual arrangements. Considerable time is lost in conversation. When one man rests every man on the street does the same thing. While working in gangs the good sweeper does no more work than the poorest of the gang. Where it is desired to cover a large area of street with men working in groups rather than in gangs it would be better, the Commission thinks, for each man to have a definite uniform area to cover and to require the foreman to time each individual.
Mr. Edward D. Very, Sanitary Engineer, says that any attempt to estimate the amount of materials which accumulate on a city street must end in failure as the contributing elements vary in different localities in a city and in different cities, and where figures are given they do not really present any valuable data. Some general principles, however, have been determined. The Chicago Commission in its investigation declares that the quantity and volume of dirt attributed to horse drawn vehicle traffic is the most important source of street dirt. The loss of sand and coal and crushed stone, hay, manure and other loose material from poorly constructed vehicles or overloaded vehicles adds greatly to the quantity of street dirt to be removed. Important in a wet season is the dirt carried by moving vehicles through streets and alleys onto hard pavements, but the Commission says that the amount of dirt actually attributable to this source is considerably less than is usually believed. There is also considerable refuse in the form of leaves and grass which accumulates in the residential streets and along boulevards and parks, which has a tendency to lodge in catch basin inlets and stop the free flow of storm water. The quantity of leaves accumulating in the short leaf season on streets far exceeds that which naturally drops onto the surface of streets alone, because of the additional cleaning from lawns and parkway spaces.
Some reports express the belief that when a fixed standard is established of basing street cleaning schedules carefully on density of traffic, condition of pavement, character of frontage and kind of pavement, a definite relation will be found between the amount of street sweepings collected and the number of sweepers employed. In Chicago it has been found that different sweepers average daily collections of quantities varying from three-fourths of a cubic yard to three cubic yards. It has also been noted that street sweepings collected by regular block sweepers average about .0045 cubic feet per square yard. The weight of sweepings will, under ordinary conditions, approximate 36 pounds per cubic foot.
The paving and repair policy of a city is a very important factor in cleaning rates. Comparatively few cities as yet give any thought when selecting a particular pavement as to the relative cost of keeping it clean. It is also a fact that in many cities repair work is neglected at the expense of cleaning.
A smooth, hard surface pavement will cost less to keep clean than one with a rough or uneven surface. A brick pavement, for instance, costs more to keep clean than sheet asphalt. For the same reason a street out of repair is more expensive to clean than one in good repair.
Officials agree that a paving policy should be carried out with a view to having a minimum number of unpaved approaches to existing pavements in order to prevent mud being tracked from the highway to pavement. There is need also of protecting narrow rural pavements from the overflow or tracking of mud that originates on adjacent portions of the same highway.
In a discussion of paving policies and their relation to street cleaning Mr. Hanna says: “The construction and maintenance of pavements that are easy to clean are important and effectual in saving the cost of street administration. Little weight is given to cleaning cost when paving questions are settled and an actual expense of $500 a mile in repairing residence streets would be considered an appreciable item of maintenance, yet that figure for cleaning a mile of residence streets through a season is extremely low. A street cleaner looks upon two qualities in a pavement. It must be smooth and particles of litter must not stick to the surface. The question of smoothness opens up the whole matter of durability. Any material that deteriorates or roughens becomes more difficult each year to clean. Any neglect of needed repairs means a larger cleaning bill until the repairs have been completed. The twofold expense resulting from wear, the cost of repairs plus the increased cost of cleaning should enter into all calculation of expense. Additional calculation of cleaning expense must be made for all bituminous pavements on account of the sticking of particles of litter to the surface. These surfaces are never quite so clean as non-adhesive materials and it costs from 25 per cent. upwards in additional cost to put them in a reasonably presentable condition on account of this quality. This difficulty is seen at its worst in a new creosoted wood block pavement, when the oil is gradually working out between the pores of the wood. The use of steel scrapers must often be employed as the flushing by water is not at all effective in removing the dirt from the surface.
“Substances most easily cleaned that enter into pavements are brick and stone. Neither originates any dirt, and both wash off readily. The only ground for discrimination between them is on the question of smoothness where brick has a slight advantage as a rule. In the use of these materials the choice of a filler is all important. A bituminous filler has all the disadvantages of a bituminous surface. Being softer than the brick or block it recedes, leaving a crevice that invites lodgment of dirt; with edges of brick or block unprotected it is sure to roughen, thus adding to the difficulties of cleaning. Such a street after a few years presents the appearance of cobble stones with the filler invisible or else melted and run to the gutter where it impedes work of follow-up gang.”
Mr. Hanna recommends only a cement grout filler. He says that West 14th Street in Cleveland has a grouted brick pavement ten years old and a traffic of two vehicles a minute. It is cleaned on an average of five times a week, being flushed by night and hand swept by day. The cost of cleaning is almost exactly 15 cents per 10,000 of square feet. This is the lowest figure the city has been able to reach on any type of pavement. Mr. Hanna says that the cost on the best asphalt would not be less than 20 cents and would rise to 30 cents if the surface became wavy or rough. Wood block costs approximately $1.00 a square to clean in its initial condition, and it would be at least two years before oil will have dried out sufficiently to admit its being cleaned for 30 cents a square. Tar filled brick pavement will cost not less than 30 cents a square, and if the filler disappears and the block roughens this cost will amount to 60 cents or more. In the case of a pavement 40 feet wide there are about 21 squares to a mile.
Thus Mr. Hanna points out that as between a material that can be cleaned for 15 cents and one that can be cleaned for 30 cents, there is a difference of $3.15 per mile for cleaning, a difference of $15.75 per week, or $630 per season of 40 weeks—$6,300 in ten years. In Mr. Hanna’s judgment cleaning costs can be greatly reduced by a policy of prompt repair. He believes in the continual patrol of all city streets by men whose duty it is to discover defects in pavement and prescribe repair.
Schedule of Street Cleaning
The unit work must be established and the responsibility of each employee fixed in order to secure an economical administration of street cleaning. This principle is illustrated by the so-called “block system.” By this, each man is allotted to a definite area of pavement to clean, which varies in extent depending upon local conditions as to traffic, physical condition of pavement, location of street, proximity to public buildings, population, paving, alleys, street cars, right of way and frontage of streets.
It is the practise of up-to-date cities to prepare schedules showing the character of pavement, area of pavement, number of cleanings or patrols per week, and the standard of work required of each street cleaner. Changes in these schedules are necessary from time to time on account of climatic conditions, street repair and other necessities. The Chicago Civil Service Commission says that to obtain definite standards of schedules for cleaning streets and alleys and the need of repairing such streets, the routing of teams and vehicles, collecting of city waste, the amount and character and physical condition of all pavements must be obtained.
Pavements are usually classified according to physical character for the purpose of determining the amount and character of cleaning as follows:
Improved—Permanent (a) Smooth pavements, including asphalt, creosote block and bitulithic. (b) Rough pavements, including brick, granite, cobble and rubble and other pavements which require that dirt be picked from interstices.
Improved—Not permanent. All macadam pavements and country roads.
Unimproved pavements. All streets that have not been paved.
The oiling of macadam within the past few years has had an excellent effect on this kind of pavement and has given it the solidity and usefulness almost approaching improved permanent pavements. On macadam surface streets, periodical removal of rough material with hoes, brooms and shovels from street surface and gutters and sprinkling in dry weather with water or oil is about the best that can be done. An analysis in Chicago of the standard of work which one man can perform on an oiled macadam street, indicates that the rate of cleaning one and three-quarters miles of oiled macadam of average width in an eight hour day can be reasonably expected of any man.
Much waste is caused by lack of system in laying out the work and improperly directing the street cleaning gangs and teams. The attached tables give the systems now being used in fifty American municipalities. A study of these will show that some very definite ideas have been developed by street cleaning officials in this country. For example, most cities prefer having patrolmen work singly instead of in gangs.
In making assignments attention should be given to the smallest details, such as correct reports from foremen as to the number of streets swept and loads carted away, and the correct number of sweepers in each street. In many cities three are sent through a street when two would do. Dirt wagons should not be started immediately behind sweeping gangs as it usually takes thirty minutes to an hour before a gang can sweep up enough dirt for a full load. Dirt teams should not start for at least one hour after the sweeper begins. Gangs should have allotted to them enough work to keep them busy until quitting time so that they do not have to kill time. Laxity in any part of the system eats up the department appropriation.
Spring Cleaning
The spring cleaning system usually calls for the piling up and removal of the heavy dirt which is washed from the center of the street and which accumulates in the gutters during the winter season. The experience of cities with such work indicates that the assignment of one man to a definite length of street, or the assignment of a small gang of not exceeding three men, to definite lengths of streets is more effective and economical.
The Chicago Commission says that where a gang of three men is assigned to the work, team work is developed by the use of one man in removing the dirt from the roadway and one man each from the gutters. In the granite and brick pavements considerably more brooming is necessary on the roadway. Granite, brick and cedar block pavements require that the dirt be scraped from the center of the street to the gutter before piling in the gutters can be commenced. The center cleaning rates per man in Chicago are given as follows:
| Car Track | Outside Car Track | |
|---|---|---|
| Sq. Yds. per Day | Sq. Yds. per Day | |
| Good Asphalt | 16,500 | 18,500 |
| Fair Asphalt | 12,900 | 14,800 |
| Poor Asphalt | 9,200 | 11,100 |
| Good Brick | 4,400 | 5,500 |
| Fair Brick | 3,540 | 3,700 |
| Poor Brick | 1,850 | 2,960 |
| Good Granite | 4,400 | 5,550 |
| Fair Granite | 3,340 | 3,700 |
| Poor Granite | 1,850 | 2,220 |
| Cobblestone | 1,470 | |
The single gutter rates in miles per day per man are given as follows:
| Times Cleaned per Week | Asphalt | Good Brick | Poor Brick and Granite of All Kinds |
|---|---|---|---|
| 2 | 1.8 miles | 1.4 miles | 1.4 miles |
| 3 | 1.4 miles | 1.1 miles | 0.7 miles |
| 6 | 0.7 miles | 0.5 miles | 0.3 miles |
| 9 | 0.3 miles | 0.2 miles | |
| 12 | 0.2 miles | 0.2 miles |
Chicago has found that the unit cost of spring cleaning of macadam and cedar block streets of different physical condition is as follows:
| First Class Condition, Cost for Cleaning 100 Lin. Ft. | Fair Condition, Cost for Cleaning 100 Lin. Ft. | Poor Condition, Cost for Cleaning 100 Lin. Ft. | |||
|---|---|---|---|---|---|
| Traffic | Traffic | Traffic | |||
| Heavy | Light | Heavy | Light | Heavy | Light |
| $1.18 | $.90 | $1.97 | $1.46 | $2.25 | $1.89 |
Street Sprinkling
Although many cities sprinkle their streets for dust laying only, it is agreed by all experts and the heads of most street cleaning departments that the use of sprinkling carts for this purpose is of no value, i. e. it is a temporary makeshift and the result is nil. Sprinkling alone does not clean pavements, but only converts temporarily the fine dust into mud, which is a nuisance. It is quite generally agreed, too, that sprinkling is responsible for much repair work on pavements.
The number of times a street is sprinkled daily depends upon weather conditions, nature of pavement and location, and rarely exceeds four trips. Where flushing and squeegeeing are done sprinkling is eliminated entirely.
In Providence, Rhode Island, bituminous pavements are not sprinkled by water. They are kept clean by patrol system and reasonably free from dust. It is the belief of officials of that city that the use of water has an injurious effect on the pavement.
George D. Warren, of Boston, an expert on paving, says that street sprinkling as it is generally practised is worse than a useless expense. He points to the fact that there has been no sprinkling in Providence in seven years on all kinds of pavement, except that water bound pavement is occasionally sprinkled with oil or oil emulsion. If bituminous pavement surfaces are dry and clean the oil which drips from automobiles is quickly spread by auto tires to an extremely thin sheet, which not only preserves the pavement, but the slight amount of oil takes up the fine dust and materially helps to prevent the surface from even becoming dusty.
Mr. Warren believes that while some forms of pavement are doubtless more affected by water and mud than others, sprinkling injuriously affects all classes of pavement. Continuing he says: “I believe that repairs required to all classes of pavement are more generally the result of wetting down the dirt, leaving the surface in a more or less muddy condition than by traffic, or rather what would be traffic under dry cleaning conditions. A city or street in or on which sprinkling or other methods of continual wetting of pavement surface has not been practised is almost usually one where the pavements are the best of their kind. Washington has the enviable reputation of having the most durable pavement of all kinds. For many years the system of cleaning there has been hand patrol without sprinkling, except a very light sprinkling, just enough to lay the dust, not to convert it into mud—immediately in advance of night sweeping.
“Fifth Avenue, New York, is always dry except during rains, and we find one of the most durable asphalt pavements in the world. The pavement is always clean and never dusty.
“Asphalt pavement on Alexander Street, Rochester, New York, laid in 1885, is still in existence and has a record for low cost of repairs, and has until quite recently been free from street sprinkling. It is now rapidly deteriorating.
“Rutger Street, in Utica, New York, laid in 1886, has been through a similar experience of no sprinkling. Michigan Boulevard in Chicago, from Jackson Boulevard to 10th Street, was paved partly with creosoted wood block and partly with asphalt. It was always in a dry condition and carried very heavy traffic for ten years and was in a good condition until about four years ago when it was removed on account of widening the street. The bituminous pavement on Michigan Boulevard is always clean and never cleaned or sprinkled other than by patrol cleaning, except as to narrow strips about four feet wide which are sprinkled and hand broomed at night to remove the slight dust which collects near the curb.”
The Bureau of Municipal Research of Milwaukee reports that in that city 298 miles of street are sprinkled at a cost of $60,310.05. Of this amount $55,104.77 is assessable.
The balance is the city’s portion for public property and street and alley sections which is charged to the general city fund. The city used 275,498,112 gallons of water, costing $28,416.65 including $8,800 for hydrant rental. The average rate of assessment per foot front is about .017¢. In some cities where water is unavailable outside of city limits, or available only for a short time, oil has been used to meet the demands for dust prevention. What seems to be the best is some non-volatile oil that will quickly penetrate the wearing surface of the road incorporating itself with the fine particles so that it forms a dense, smooth, waterproof coating, or else renders the surface dressing so heavy that wind will not hold it in suspension in the air. In addition to this its non-volatile character gives it lasting qualities.
The Milwaukee Bureau of Municipal Research believes that “The service at its best is of no value as it does not clean but only allays dust on the street where in its wet condition it requires a further process of cleaning by the squeegee or flusher and White Wings. If the city had a sufficient amount of modern equipment to clean streets more frequently, the valueless method of sprinkling could be eliminated and an enormous expense saved.”
In some cities street railway companies are required to sprinkle between their tracks and for certain distances on either side of the track. The legal question has several times arisen, whether a Municipal corporation has authority to enact an ordinance to compel railway companies to sprinkle in this way and also whether the particular ordinance in question is reasonable, or so unreasonable as to be void. Generally speaking it has been decided that such an ordinance must be specific, not burdensome, and confined to the company’s tracks, though in one case in Massachusetts, under the statutory powers conferred upon municipal authority, an ordinance requiring sprinkling from curb to curb was sustained. Courts have held that an ordinance providing that “each and every Company or Corporation operating street car lines within the limits of the city of ——— shall water their tracks so as to effectually keep the dust on the same laid,” and provides a penalty for its violation, is neither indefinite nor wanting in uniformity.
The question of sprinkling streets before sweeping has been discussed repeatedly. Following are the methods used in some cities:
New York.—Sprinkling before machines. No sprinkling before hand sweeping.
Chicago.—Sprinkling before sweeping. The Chicago Code of 1911 requires that street car companies shall keep well sprinkled with water in a manner satisfactory to the Commissioner of Public Works, all streets on which they maintain and operate their tracks. They are required to sprinkle such streets twice each day. By another section such street car companies shall clean such portions of streets as lie between the two outermost rails of such tracks and also every additional service as may be prescribed in any railway ordinance relating to or affecting any street.
Philadelphia.—The proposals and specifications for the cleaning of streets, roads, alleys, inlets and markets for 1915, contained the following provision: In addition to the cleaning by blockmen required under these specifications, all streets must be periodically cleaned by machines, the number of weekly cleanings being given in the classification of streets, the remaining machine work shall be done with machine brooms immediately preceded by sprinklers.
St. Louis.—Sprinkling before sweeping is very rarely done, except in the case of certain large sweeping machines used by the city.
Baltimore.—Sprinkles before sweeping.
Pittsburgh.—Principal thoroughfares including all streets in business district cleaned by machine sweepers. Water cart precedes sweeping machine. The cart must never be more than one block ahead of the sweeper.
Washington.—Superintendent of street cleaning gives his opinion that much more effective sweeping can be done without sprinkling and in hand patrol work where dirt is not allowed to collect in any considerable quantity is not necessary. In machine sweeping, however, he finds it necessary to sprinkle with a small amount of water. In cold weather sprinkling is omitted; but at such times many complaints are received on account of dust.
Minneapolis.—In general the orders of the street district commissioners are to sprinkle the streets before sweeping.
Street Cleaning Methods
Four methods are used in American cities for street cleaning, hand sweeping, machine sweeping, flushing by machine and hose and squeegeeing.
All experts advocate the sweeping of streets by hand, commonly called the patrol system. The implements used in patrol cleaning are broom, pan scraper, squeegees, can carrier and cans. The broom is usually one which has a 4 × 18 inch block, filled with split bamboo, rattan, hickory, steel wire or black African bass. The block is usually fitted with a steel scraper. The pan scraper is constructed like a dust pan, turned up sides and back. It is about 36 inches wide by 15 inches deep. The squeegee is a board about 36 inches wide fitted with a rubber strip which extends below the lower edge of the board. Brooms, pan scrapers and squeegees have handles about 66 inches long. The cans are made to hold about three cubic feet of dirt and taper 19 inches in diameter at the top to 17 inches at the bottom. The can carrier has two large wheels and two small, and a platform upon which the can or cans rest.
A new carrier has been devised which carries two cans and is so balanced that the two cans are more easily manipulated than the one. Some cities are now substituting canvas bags for cans.
Whinery says that when street surfaces are of such character as to admit it, hand sweeping is the most effective method.
J. W. Paxton says that hand cleaning work is capable of better distribution than any other method, because more attention can be given to dirtier areas by increasing the number of men who only clean the portions of the street which are dirty and work on those portions until they are clean. There is a fine scum which is not apparent when the pavements are dry but rises up in a thin sheet of mud when moist, making the pavements very slippery. This and fine dust cannot be removed by hand cleaners, but by washing about twice a week in addition to hand cleaning, these troubles can be eliminated.
Very believes that this method of cleaning is fairly effective but is a dust raiser and the ability of the man to cover areas is very limited, especially since the automobile has come into such general use, as it interferes with the sweeper and his work. He says that there are hand machine brooms built on the principle of the carpet sweeper which are not dust raisers and which as a matter of fact do much more effective work. The pan scraper is only valuable to remove manure and mud and coarse litter, and its use should be limited to the time necessary for such work, and the broom used for dust removal.
The area a sweeper can clean depends upon the existence of local conditions. A test was made in New York City for one week and it was found that the area one sweeper was able to clean in a day of eight hours varied from 2,212 square yards to 16,075 square yards, with an average over the whole city of 5,745 square yards. The efficiency division of the Civil Service Commission of Chicago reports: “From an analysis of the findings of the time and motion studies of street cleaners the following table has been deduced, upon which are based the relative difficulty of cleaning different pavements under varying conditions and the standard and equivalent areas to be cleaned by one man in one eight-hour day.”
| Pavement | Condition | Square Yards |
|---|---|---|
| Asphalt | Good | 21,500 |
| Asphalt | Fair | 19,300 |
| Asphalt | Bad | 17,200 |
| Creosote Blocks | Good | 21,500 |
| Brick | Good | 16,000 |
| Brick | Fair | 14,400 |
| Brick | Poor | 12,800 |
| Granite | Good | 13,400 |
| Granite | Fair | 12,100 |
| Granite | Poor | 10,700 |
In Philadelphia, which cleans its streets by contract, block men are assigned to sections designated by the chief. The area to be covered depends upon the character and amount of traffic. The duties of block men consist in patrolling the areas, gathering all papers and refuse and sweeping dirt as fast as it accumulates, and putting it into dust proof bags ready for loading into special wagons and hauling to a dumping station. The equipment used in hand patrol work consists of hand machines, bag carrier, burlap sacks, push brooms, hand scrapers, special cans and shovels. The dirt collected is placed in sacks and left at convenient points to be collected by special wagons and taken to the dump in sacks, these being returned by the drivers. Sacks are used in preference to cans because of the weight, bulk and noisiness of the latter.
Machine Sweeping
Machine sweeping and cleaning is almost universally condemned, although this method is used in many cities. The machine broom is preceded by a sprinkling cart to loosen the filth and in a measure to prevent the dust rising. This is seldom effected. A broom is found to cover about 40,000 square yards per eight hours. The material is swept into windrows at the side and finally delivered to a windrow in the gutter, where it is picked up. The efficiency of the rotary broom system is considerably reduced because the sweepers meet continual obstructions in busy streets and when operating over paved streets the brooms remove the coarser fragments of dirt only and leave the finer particles on the pavement.
Where the rotary broom is preceded by a street sprinkler, the dust forms into mud and clings to the surface of the pavement, and where the pavement is rough the mud is forced into the joints between paving blocks. As the street becomes dry, the dirt pulverizes and appears again as a dust nuisance. In all but one instance machine sweepers have been dispensed with in Chicago. South Water Street, the heavy wholesale fruit district of the city, is badly congested during the day, which makes it impossible effectively to clean this district by the “block” system. This street becomes very dirty during the day and is covered with a thick layer of dirt and débris at night. In this instance, the broom machines appear to be effective and give fairly good results in the cleaning of this coarse material.
The Chicago Commission believes that the mixing of calcium chloride with the water which is sprinkled in the different sections of the city would greatly add to the effectiveness of street cleaning and eliminating the perils of dust.
According to Very horse drawn brooms of the rotary style are not as effective as the hand broom.
Whinery says, “Sweeping by power sweepers at intervals of one or more days, while less expensive is far less effective and satisfactory than hand sweeping, though if properly done and supplemented by sprinkling with water or oil at intervals sufficiently near together to prevent dust flying it serves a good purpose.”
J. W. Paxton is of the opinion that the machine broom raises so much dust that heavy sprinkling is required. The fine dust mixed with water produces mud which is smeared on the street by the broom and when this becomes dry it turns to dust again. The broom sweeps only the coarser particles and many of these are thrown over the broom by centrifugal force to the pavement again.
In Philadelphia, machine broom cleaning is done in batteries of two or three, preceded by sprinklers, the number of brooms in each battery depending upon the width and character of the streets to be cleaned. The average gang consists of two machine brooms and one sprinkler, and four to seven broomers and a sufficient supply of wagons to remove the refuse, the number depending upon the haul to the dump and season of year, together with amount and character of traffic.
An investigation made by the Milwaukee Bureau of Municipal Research into the cost of rotary broom service brought out the following facts: In industrial and outlying residential section and upon streets adjacent to wharfs, where pavements are constructed of brick, sandstone, limestone or granite, the rotary brooms are usually used. The process is done nightly and to prevent dust, a sprinkler is used in advance of broom.
The following analysis of the cost of operation has been made by the Bureau:
| Cost of machine | $250.00 | ||
| Depreciation of 10 per cent. on machine | $25.00 | ||
| Interest at 4½ per cent. | 11.25 | ||
| $36.25 | |||
| Minor repairs and replacements | |||
| 6 brooms at 50 lbs. bamboo | $20.00 | ||
| ea. at 8¢. per lb | 24.00 | ||
| 48 hrs. labor @ 24¢ hr | 12.00 | 56.00 | |
| $92.25 | |||
| 150 days operation | $0.615 | ||
| 2 sweepers at $2 per day ea. | 4.00 | ||
| Team and driver per day | 5.00 | ||
| Grease, etc. | 0.05 | ||
| $ 9.665 | |||
| Average yards cleaned, 40,000 | |||
| Average cost per 1,000 sq. yds., 24.1 | |||
| Combined with sprinkler | |||
| Sprinkler, team per day | $5.00 | ||
| Water | 0.90 | 5.90 | |
| 40,000 sq. yds. sprinkled, cost per 1,000 sq. yds | 14.7 | ||
| Broom cost per 1,000 sq. yds | 24.1 | ||
| Combined cost per 1,000 sq. yds | 38.8 | ||
| The assessment per front foot on a street 30 ft. wide and cleaned 50 times a season would be 3.2¢. | |||
Pick-up Machines
To improve on machine sweeping various types of motor pick-up machines have been invented. Most of them have proved of no value. Some, however, are being used by cities with good results on dry, smooth pavement in good repair. Most experts question whether vacuum cleaning will ever be able to remove effectively mud or wet dust. Some experts, however, believe that these pick-up machines will solve the problem of cleaning macadam pavements, as it is the only method that can be employed without serious results. These machines will travel at a rate of four miles an hour, which exceeds the speed attained by any horsepower sweeper.
The experience of Oakland, Cal., with this method of cleaning is interesting. Adjacent to the congested district a suction sweeper had been used for several years. The district had been swept from three to six times a week, by contract, to the satisfaction of the city officials. The department reports that the cost was rather high in comparison with that for rotary sweeping, but that the results were more satisfactory. It cost the city 35¢. per 1,000 square yards to clean with the suction sweeper and 26¢. per 1,000 square yards with the rotary brooms. It had been generally assumed that the patrol system was the most expensive until the Street Commissioner readjusted the routes according to area and traffic. He then found that hand sweeping could be done on streets not swept by rotary brooms at the same cost or not to exceed a ten per cent. increase. He found also that it could be done for much less than cleaning by suction machines. The city has, therefore, entirely superseded this method of cleaning at an estimated annual saving of $3,000 and with much better results.
Pomona, California, found that moisture upon the surface of a pavement or in any form of refuse cannot be lifted by a suction sweeper. Instead it is in effect smeared over the surface of the street. In all cases where the street is dry and the surface of the pavement is reasonably dry the city has found the machine very positive in its operation.
Los Angeles, California, is thoroughly testing the vacuum method of street cleaning following a report by the Efficiency Commission, which has estimated a saving of $65,071 a year if the streets are swept with vacuum cleaners instead of flushed. The report says that supplementary observations and calculations show that the cost of flushing under present conditions is 24.06¢. per 1,000 square yards, and the cost of vacuum cleaning 10.96 cents per 1,000 square yards. These figures include the cost of supervision, maintenance of equipment, workman’s compensation, gutter cleaning and water at cost of production. The cost of operating one of these machines is given by the Milwaukee Bureau of Municipal Research, as follows:
| Purchase price | $4,000 | |||
| Depreciation 50 per cent. | $2,000 | |||
| Interest 4½ per cent. | 180 | |||
| $2,180 | ||||
| Repairs (estimated) | 25 | |||
| Replacement of brooms, 30 @ $6 ea. | 180 | |||
| Labor making brooms | 60 | |||
| Yearly cost | $2,445 | |||
| 150 days operation, cost per day | $16.30 | |||
| 1 Chauffeur | $3.00 | |||
| 2 sweepers | 4.00 | |||
| 1½ time | 2.50 | |||
| Gasoline and oil | 1.25 | |||
| Water | .12 | $10.87 | 10.87 | |
| $27.17 |
From personal observation it was calculated this machine can operate at a speed of four miles per hour and perform work at about 75 per cent. efficiency, or at a cost of 21.4¢. per 1,000 square yards.
The assessment per front foot based on a street 30 feet wide and cleaned 50 times a season would be 1.77 cents.
Raymond W. Parlin, Deputy Commissioner Street Cleaning, New York City, says: “So definite are the needs of the cities for results better than those produced by sweeping that it may be safely prophesied that sweeping in the future will cease to be a primary method of cleaning a modern city and will become an auxiliary to other more efficient methods or used where only rough cleaning is desired.”
Cleaning by Flushing
All authorities agree that whatever method for primary cleaning is adopted, it is important that the street surface be frequently washed by the use of hose, horse drawn flushers, flushing cars, or power squeegees. Reports from cities show that flushing is replacing machine sweeping and that the automobile flusher is becoming popular. The Chief of the Atlanta Sanitary Department favors doing away with sweeping machine and cleaning the streets entirely with flushing machines. He says that sweeping machines are out of date and that flushers are the ideal machines.
The squeegee is a vehicle having a tank and a revolving rubber roller, which washes the pavement as the vehicle moves along the street and the water from the tank is sprinkled in front of the roller. Hose flushing is used in cities having graded streets and sufficient water supply. Street flushers have pressure tanks which depend for their pressure either upon the pressure from the water mains or upon the pressure obtained from a pump operated by a gasoline engine. The latter plan gives the better results.
Whinery is of the opinion that on well paved streets the most efficient and satisfactory method so far devised with the apparatus now available is hand cleaning by the patrol system by day, followed with hose or flushing wagons or scrubbing squeegees during the night. While this is somewhat more expensive than plain machine sweeping he thinks that no other method yet devised will produce equally clean streets at a lower cost.
Gustave H. Hanna says: “The use of flushers has proven not only the cheapest but the most satisfactory method of street cleaning that our experience in Cleveland has been able to develop. Statistics of the department show an average cost of 15.3 cents per square of 10,000 square feet for flushing to which must be added practically 9 cents for pick-up work, a total of some 24 cents per square as against 42 cents for work with White Wings. The White Wings are too convenient and necessary an adjunct to be wholly displaced under any consideration. Down town streets must be swept continually during the day and the hand sweeper with his small cart can also work to advantage in gutters of residential streets collecting dirt that has either been flushed or blown to the curb; but so far as our experience goes, the lessening of cleaning cost by cheaper methods means simply the extension of the use of flushers at every practical point.
“There is an argument of sanitation in favor of flushing. Hand sweeping causes a certain amount of dust and mechanical sweeping usually causes still more. I am opposed to the use of simple sprinkling as a means of laying dust. Ammonia and other products leach out of damp manure and form a scum on the surface that is nearly impossible to remove, and makes pavement slippery and foul smelling.
“Water should also be applied with force enough to carry the refuse to gutter where it should be properly collected with broom and shovel and removed. In Philadelphia flushing machines are used only on poorly paved streets and block pavement. High pressure flushing machines are usually operated similarly.”
Very reports that objection is made to flushing because materials are washed into sewers. The same objection, he says, might be made to hand sweeping, as many sweepers are like housemaids and sweep the dust into the catch basins to make work easy. The material need not reach the sewers if the operator knows his business. Many fear that the action of water when used in flushing will wear away the pavement surface or the joint materials. His answer is that it should, if such a class of pavement or of jointing is allowed to be laid, to expose the paving contractor.
The Chicago Civil Service Commission says that personal inquiry and analysis of reports from cities using flushing machines seem to indicate that the use of flushing machines on rough and smooth pavement and the use of squeegees on smoother permanent pavements have given more effective cleaning than the ordinary block or gang cleaning where it is practicable to make the substitution.
The Milwaukee Bureau of Municipal Research, in its investigation of street cleaning in that city, says the contention of some is that flushing is detrimental to pavement as it removes grout, but such has not been proven in Milwaukee. The one fact that remains uncontradicted is that they clean the streets of every particle of débris and leave the thoroughfares in a sanitary condition; a matter of most vital importance.
In Milwaukee night work is confined to two territories comprising the heavy traffic and commercial territories and each alternating night the streets are flushed. This requires the use of four machines and they operate in a staggered double formation, cleaning the entire area without a return movement. When intersecting streets are encountered, the two rear machines perform the work and then return to the original function. A great deal more territory is thus covered than if machines were paired and each allotted a given area. Day work is performed in like manner except that the remaining four machines are assigned to outlying districts and confined thereto. The following is the cost of operating machine flushers as computed by the Bureau:
| Cost of machine | $1,500.00 | ||
| Fixed charges. | |||
| Depreciation of 10% on (wagon & tank) | $100.00 | ||
| Depreciation of 25% on engine | 125.00 | ||
| Interest at 4½% | 67.50 | ||
| $292.50 | |||
| Maintenance | |||
| Painting (each season) | 20.00 | ||
| Hose and coupling, each season | 15.00 | 35.00 | $327.50 |
| 150 days operation—cost per day | $2.18 | ||
In recommending the flushing process the Milwaukee Bureau says that sprinkling will be greatly reduced, the slippery surface of thoroughfares due to this valueless method will no longer exist, and that a cleaner and more sanitary condition will be the result.
The experience of Scranton, Pa., with flushers is that in going over the streets but once satisfactory results are not obtained. The director of public works says that this has also been found in other cities he has visited where flushers are used. He has concluded that the only practical and efficient way to clean streets is by the use of automobile flushers, one to about one and a half minutes ahead of the other, the first flusher dampening the horse droppings and other material that may stick to the pavement, thus loosening them, and the second flusher sweeping them into the gutter.
Birmingham, Alabama, reports that its experience has been that a great saving and better results are obtained by substituting street flushers for sprinklers and brooms.
Some cities are having success with street railway flushers, among them Cleveland, Scranton, Columbus and New Bedford, Mass. Cleveland furnishes and maintains the flusher cars, pays the cost of operating them, including the wages of employees and the cost of power, but contributes nothing toward fixed charges or for track maintenance or renewal.
Commissioner John T. Fetherston, of New York City, reports that the Mack truck flushing machines which the city put into use during the summer of 1917 are capable, according to preliminary investigation, of cleaning from 100,000 to 120,000 square yards of street per machine per eight hour shift, and that they will do the work with the use of approximately 400 gallons of water per thousand square yards.
Hose Flushing
There is a difference of opinion as to the efficiency of flushing by hose. In Philadelphia all alleys and streets whose width between curbs is too narrow to permit the use of street brooms are cleaned once each week with hose. When additional cleaning is necessary it is done with hand brooms.
Very says that hose flushing is ineffective and uneconomical, and that water does not reach the pavement in such manner as to give full effect and usually is doing no work at all.
One city report makes this comment: “Four or five sweepers hold a hose and play it in some sections as though the object were to wash away the asphalt block pavement and car tracks. Target shooting, with a stream of water, so-called flushing, will never supplant wetting and scrubbing.”
Very also claims that water to be effective must reach the pavement surface in a chisel shape and at a proper angle to remove and carry off the filth. He says that no man is properly constructed to hold the hose at a proper angle with the pavement to obtain the best results for any length of time. Commissioner Fetherston says New York’s experience shows that a hose gang consisting of two men is able to clean well from 23,000 to 25,000 square yards of the dirtiest Belgian block pavement in eight hours, and will clean upward of 30,000 square yards of smooth pavement of modern granite block in the same time, using 2-inch hose, which is that city’s standard size for use with its new hose reels. The amount of water required to clean 1,000 square yards is approximately 1,000 gallons.
Cleaning by Squeegeeing
The squeegee method is used on smooth pavements. Batteries of two and three squeegees are usually preceded by sprinklers, which use as much water as possible without flooding the pavement, while the squeegees use just enough water to create a wash. The idea of sprinkling the pavement is to soften the surface and enable the squeegee to cleanse the street of slime as well as coarser material. Squeegees are followed by men who sweep up windrows of dirt into piles and a sufficient number of carts follow to remove the dirt. In New York where no sprinkling cart is used they average 50,000 square yards per machine per day with the use of 200 gallons of water per one thousand square yards. In Washington with a sprinkling cart they get about 80,000 square yards per machine per day.
Parlin says that squeegeeing produces very effective results with a limited use of water on smooth pavements in good repair.
Very believes that squeegee machines have their value, and if the sprinkler cart is used in advance better results are obtained.
In Milwaukee machines are in constant operation on smooth surface pavements. In certain sections where streets are exceptionally wide, three machines are used in staggered formation and necessitate but one and one-half complete trips over a street to perfect cleaning. They are routed in such a manner that little idle travel is necessary and filling plugs are specified to prevent empty haul to any great extent. The same system is applied to territories where only two machines can be operated, except that four return trips are necessary to complete the work. In no wise are operators allowed to confine their work within a given block unless conditions prevent, but must continue until tanks are emptied, which usually occurs at end of second block. Two laborers are employed with these machines to keep gutters free from dirt and obstructing the water from flowing to the catch basins.
The average area cleaned in one year was 377,712 square yards at a cost of $96.35 per day or 25.5 cents per 1,000 square yards. Of the total yardage of pavement in the city 1,105,324 square yards are free from car tracks and subject to squeegee process. Some are squeegeed twice a week while others are cleaned but once and each have the additional service of White Wings and sprinkler.
The Milwaukee Bureau of Municipal Research gives the cost of squeegeeing as follows:
| Cost of machine | $1,250.00 | |
| Fixed charges | ||
| Depreciation and repairs at 10% on machine | $111.00 | |
| Depreciation & repairs at 50% on roller | 70.00 | |
| Interest at 4½% | 56.25 | 237.25 |
| Maintenance: | ||
| Painting (each season) | 20.00 | |
| Hose and coupling (each season) | 15.00 | 35.00 |
| Season cost, $272.25 | ||
| 150 days operation, cost per day | 1.815 | |
| Operation: | ||
| Team hire per day | 5.00 | |
| One sweeper at $2 | 2.00 | |
| Water at 6¢ per 1,000 gal | .82 | |
| Cost per machine per day | $9.635 |
Manufacturers have placed on the market a modern motor driven squeegee said to be efficient and economical to a city with large area of smooth pavement. The capacity of this tank is increased to 750 gallons (an increase of 200 gallons over horse-drawn machine), which will permit a large area to be cleaned uninterrupted by constant filling, and reduce the lost time at hydrants. There are two sets of sprays, one directly in front of machine and one directly in front of squeegee. Back of the first spray or sprinkler head is a set of two brushes to loosen any hardened matter that might not be subjected to the squeegee process. By using this machine, the employment of laborers to continue the flow of water to catch basins is unnecessary, as the discharge of water is sufficient to remove any slight particles that are removed by the horse drawn equipment. At the end of the season, the machine can be dismantled and a box attached to make it available for other purposes. The cost of operating this style is estimated by the Milwaukee Bureau to be as follows:
| Cost of machine | $4,000.00 | ||||
| Depreciation and repairs at 25% on machine (one-half chargeable to street cleaning) | $481.25 | ||||
| Interest investment 4½% (one-half chargeable to street cleaning) | 90.00 | ||||
| One roller per season | 85.00 | ||||
| Maintenance: | 656.25 | ||||
| Hose, couplings, 4 tires depreciation at 50% | |||||
| Replacement of two brushes | 69.00 | ||||
| Season cost | 725.75 | ||||
| 150 days operation on street cleaning | $4.84 | ||||
| Operation: | |||||
| 1 sweeper per day | $2.00 | ||||
| 1 chauffeur per day | 3.00 | ||||
| Gas and oil | 1.82 | ||||
| Water at 6¢ per gal. | 1.60 | ||||
| 8.42 | |||||
| Daily cost | 13.26 | ||||
| Average square yards cleaned per day, 80,000 | |||||
| Cost square yards, 16.5¢ | |||||
| Assessment for foot front based on a street 30 feet wide and cleaned fifty times a season would be $1.37. | |||||
This cost data shows motor driven squeegees will perform twice the amount of work as horse drawn at a reduced unit cost. The difference in operating cost of two types would be:
| Horse drawn, average cost per 1,000 square yards | 25.5¢ |
| Motor driven, average cost per 1,000 square yards | 16.5¢ |
Whinery says that while it is true that flushing methods, if thoroughly used, do carry the removed dust into the sewers or drains, which is regarded by many objectionable and to clog the pipes, this might happen where the whole of the street dirt, coarse and fine, is thus carried together into the sewers. He does not know of any instances where actual trouble has resulted. The practise of cleaning the streets wholly by squeegeeing or flushing is not, however, to be recommended, he believes, if for no other reason than that it would be impracticable to do the work several times each day and thus prevent the formation and flying of dust. The danger of clogging the sewers by flushing dust only into them is, he thinks, very remote, as the quantity of the dust remaining after proper coarse cleaning is small. Careful determination by the New York Commission on Street Cleaning and Waste Disposal showed that on smooth pavements cleaned by the patrol system the accumulation of dust in 48 hours after the street has been washed either by hard rains or by flushing, does not exceed five per cent. or six per cent. of the total daily quantity of street dirt, though on rough stone block pavement it may be much larger. This quantity is so small that its disposal through the sewers could hardly cause serious trouble. In fact, the large volume of water used tends rather to flush and clean out the sewers.
In a paper read before the American Society of Municipal Improvements, Mr. Parlin summarizes as follows the results of a study made by him to determine the economy of the various types of flushing equipment: “Hose flushing on small areas was the most economical method; that up to 40,000 square yards, the horse drawn equipment was next in economy; that from 40,000 square yards to 90,000 square yards the hose was about as economical as the automobile; that from 90,000 square yards to 120,000 square yards automobile was supreme, and for daily schedule areas of over 120,000 square yards the automobile and street car equipment give nearly the same economy.”
The street washing equipment of the future will probably be a combination affair. This has been used in Europe for several years. New York City is now developing combination equipment.
The ideal system of street cleaning would, therefore, be efficient patrol or hand cleaning through the day or during a longer period if the volume of travel in the evening requires it, and thorough scrubbing with squeegees or washing with water under pressure by flushing machines or hose at night as often as may be necessary.
Although the automobile equipment has not been in use long, experience has shown that it is both efficient and economical, particularly in the larger cities.
Disposal of Street Refuse
In most cities the final disposal of sweepings and waste collected from the streets is a troublesome problem, and the cost is no small item in the expenses of the street cleaning department. The majority dispose of the sweepings on city dumps. A few cities are able to dispose of a part of the sweepings from paved streets to farmers and gardeners in the near vicinity on terms that repay at least a part of the cost that would otherwise have to be incurred, but the expense of handling and transporting the material to any considerable distance and its great bulk compared with its commercial value as a fertilizer place a limit on its disposal in this way. Nevertheless, it should be possible in the smaller cities at least to interest farmers and gardeners in the use of this material to a greater extent than is now common and to dispose thus of the sweepings at a price that would reduce the cost of disposal otherwise. The use of street refuse for filling low ground or reclaiming areas of shallow water and marshes has not been so seriously considered as it should be.
In some cities the street dirt is used as a fill between sidewalks and curb or in low alleys and vacant lots which are adjacent to the streets cleaned.
In other cities where the so-called “short haul” system is used, the street dirt is collected from stations at which the street sweepers deposit it, for filling purposes within the ward. The haul seldom exceeds three-quarters of a mile. One mile has been used as a standard for short hauls within wards.
Relative Cost of Street Cleaning
Most experts agree that little can be gained by comparing unit costs in different cities as local conditions and prices paid for labor, etc., vary so widely. Another reason is the lack of uniformity in standards and records maintained in the various cities. And still another reason is the varying standards of cleanliness. Very few cities in considering the sum to be appropriated first determine the standard of cleanliness to be attained. An investigation conducted by the United States Bureau of Census indicated that the unit cost of street cleaning in cities having less than 300,000 inhabitants is less than that in cities having over 300,000.
When the many different methods of record and cost keeping are considered as well as the difficulties encountered in obtaining accurate information as to conditions and methods used in the cleaning of streets, the reasons for these differences are apparent.
The Municipal Journal in January, 1915, printed a table which shows that the average number of cleanings per year in thirty-one of the largest cities was 156, varying from 37½ to 300. The cubic yards of sweepings per year per thousand square yards of street area averaged 20.5, varying from 5.7 to 48; the latter being in Boston and nearly four times that reported from Washington. The average amount of sweepings collected at each cleaning was 191 cubic yards per million square yards cleaned, varying from 32 to 440. The cost per thousand square yards of cleaning done averaged 35½ cents, varying from 14 cents to $1.53. The cost per cubic yard of sweepings averaged $2.70, varying from 79 cents to $8.75.
| Table I (a) | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| STREET CLEANING IN AMERICAN CITIES | ||||||||||||||
| Name of City | Population | Miles of Streets Swept per Year | Area in Square Yards Subject to Cleaning | |||||||||||
| Hand Sweeping | Machine Sweeping | |||||||||||||
| By Hand | By Machine | Total | Smooth | Rough | Macadam | Total | Smooth and Rough | Smooth | Rough | Macadam | Total | Smooth and Rough | ||
| Buffalo, N. Y. | 461,335 | 9,600 | 34,000 | 749,600 | 7,964,500 | |||||||||
| Beacon, N. Y. | 10,165 | 1.5 | 26,400 | |||||||||||
| Binghamton, N. Y. | 53,000 | 2 | 25.6 | 27.6 | 114,829 | |||||||||
| Cincinnati, Ohio | 402,175 | 20,112 | 10[[1]] | 254,951 | ||||||||||
| Cambridge, Mass. | 110,000 | 15 | 108.5 | 350,000 | 1,250,000 | |||||||||
| Chicago, Ill. | 2,200,000 | 4,674,396,308 S.Y. | 12,039,859 S.Y. | 19,841,482 | 7,551,053 | 6,605,237 | ||||||||
| Camden, N. J. | 95,000 | 2,249,314 | ||||||||||||
| Columbus, Ohio | 220,000 | |||||||||||||
| Cleveland, Ohio | 561,000 | |||||||||||||
| Cortland, N. Y. | 13,000 | 6 | ||||||||||||
| Dunkirk, N. Y. | 17,870 | 26 | ||||||||||||
| Denver, Col. | 245,523 | 102,501,230 S.Y. | 215,046,848 S.Y. | |||||||||||
| Elmira, N. Y. | 40,093 | 20,672 | 41,000 | |||||||||||
| Fall River, Mass. | 124,791 | |||||||||||||
| Grand Rapids, Mich. | 131,000 | |||||||||||||
| Hudson, N. Y. | 13,000 | 21.5 | ||||||||||||
| Jamestown, N. Y. | 38,000 | 1 | 30 | |||||||||||
| Kansas City, Mo. | 319,000 | 462.65[[2]] | ||||||||||||
| Kingston, N. Y. | 27,000 | 4 | ||||||||||||
| Los Angeles, Cal. | 550,000 | 333 | 9,150,000 | |||||||||||
| Louisville, Ky. | 224,000 | 8,331 | ||||||||||||
| Lowell, Mass. | 106,294 | |||||||||||||
| Lynn, Mass. | 96,000 | 35 | ||||||||||||
| Lackawanna, N. Y. | 17,500 | 5.5 | ||||||||||||
| Little Falls, N. Y. | 13,000 | 6 | 74,000 | 5,000 | 3,000 | |||||||||
| Milwaukee, Wis. | 450,000 | 82 | 252.5 | 1,600,170 | ||||||||||
| Middletown, N. Y. | 18,000 | 4.2 | 88,235 | |||||||||||
| Mechanicville, N. Y. | 8,208 | 5. | ||||||||||||
| New York City (Manhattan, Bronx & Brooklyn) | 4,551,860 | 1,487 | 28,429,785 | 10,391,283 | ||||||||||
| New Orleans, La. | 400,000 | |||||||||||||
| New Bedford, Mass. | 111,000 | |||||||||||||
| Newark, N. J. | 370,000 | |||||||||||||
| Norwich, N. Y. | 8,500 | 6 | ||||||||||||
| New Rochelle, N. Y. | 35,500 | 58 | 4.67 Mi. | 47.1 Mi. | 6.3 Mi. | 25,000 | ||||||||
| Niagara Falls, N. Y. | 45,000 | 400 | ||||||||||||
| Newburgh, N. Y. | 27,876 | |||||||||||||
| Oakland, Cal. | 215,000 | 4,128 | 5,160 | 7,333,000 | 180,800 | 187,851 | ||||||||
| Oswego, N. Y. | 24,000 | 90 | 412,866 | 778,374 | ||||||||||
| Ogdensburg, N. Y. | 14,388 | 1–3 | 10 | |||||||||||
| Philadelphia, Pa. | 1,800,000 | 461 | 1,165 | 750,139 | 3,835,217 | |||||||||
| Providence, R. I. | 248,000 | |||||||||||||
| Rochester, N. Y. | 248,465 | 258,171 | ||||||||||||
| Rensselaer, N. Y. | 11,112 | |||||||||||||
| Reading, Pa. | 110,000 | 209,659 squares | ||||||||||||
| Richmond, Va. | 160,000 | 56,820,400 | 208,031,600 | |||||||||||
| St. Louis, Mo. | 835,000 | 405 | ||||||||||||
| San Francisco, Cal. | 500,000 | 460 | 525,105,551 | 65,228,812 | ||||||||||
| Salt Lake City, Utah | 120,000 | 30 | 54 | |||||||||||
| Springfield, Mass. | 102,971 | |||||||||||||
| Seattle, Wash. | 238,000 | 3,521,624 | 12,324,340 | |||||||||||
| Scranton, Pa. | 130,000 | |||||||||||||
| Troy, N. Y. | 76,000 | 40.89 | 727,112 | 53,542 | ||||||||||
| Utica, N. Y. | 85,000 | ½ sq. mi. daily. | ||||||||||||
| Washington, D. C. | 360,000 | 1,513,562 | 3,682,766 | 1,584,524 | ||||||||||
| Table I (b) | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| STREET CLEANING IN AMERICAN CITIES (Continued) | |||||||||||
| City | Area in Square Yards Subject to Cleaning | ||||||||||
| Hand and Machine Sweeping | Sweeping and Flushing | ||||||||||
| Smooth | Rough | Macadam | Total | Smooth and Rough | Smooth | Rough | Macadam | Total | Smooth and Rough | Total | |
| Buffalo | 8,714,100 | 187,400[[3]] | |||||||||
| Beacon | |||||||||||
| Binghamton | 71,804.4 | ||||||||||
| Cincinnati | 651,213 | 4,981,710 | 1,272,846 | 2,963,948 | 10,124,668 | ||||||
| Cambridge | 35,000 | ||||||||||
| Chicago | 38,466 | 8,339,014[[4]] | |||||||||
| Camden | |||||||||||
| Columbus | |||||||||||
| Cleveland | |||||||||||
| Cortland | 172,226 | ||||||||||
| Dunkirk | 316,601 | ||||||||||
| Denver | |||||||||||
| Elmira | 429,442[[2]] | ||||||||||
| Fall River | |||||||||||
| Grand Rapids | 62,474,499[[2]] | ||||||||||
| Hudson | |||||||||||
| Jamestown | 531,582 | ||||||||||
| Kansas City | |||||||||||
| Kingston | 7,526,762[[5]] | ||||||||||
| Los Angeles | 8,000,000[[6]] | ||||||||||
| Louisville | |||||||||||
| Lowell | |||||||||||
| Lynn | |||||||||||
| Lackawanna | 100,000 | ||||||||||
| Little Falls | |||||||||||
| Milwaukee | 6,375,676[[7]] | ||||||||||
| Middletown | |||||||||||
| Mechanicville | |||||||||||
| New York City | 10,391,283 | 10,280,982 | |||||||||
| New Orleans | |||||||||||
| New Bedford | 141,098.22 | 98,843.03 | |||||||||
| Newark | |||||||||||
| Norwich | |||||||||||
| New Rochelle | |||||||||||
| Niagara Falls | 900,000 | ||||||||||
| Newburgh | |||||||||||
| Oakland | |||||||||||
| Oswego | 174,830 | ||||||||||
| Ogdensburg | 75,000 | ||||||||||
| Philadelphia | 17,335,027 | ||||||||||
| Providence | |||||||||||
| Rochester | 4,265,061 | ||||||||||
| Rensselaer | |||||||||||
| Reading | |||||||||||
| Richmond | 264,852,000 | 2,846,000[[2]] | 267,698,000 | ||||||||
| St. Louis | 9,427,212 | ||||||||||
| San Francisco | 590,394,363 | 704,240,828 | |||||||||
| Salt Lake City | |||||||||||
| Springfield | |||||||||||
| Seattle | 15,845,994 | 189,038,712 | |||||||||
| Scranton | |||||||||||
| Troy | 301,878[[2]] | ||||||||||
| Utica | |||||||||||
| Washington | 2,671,963[[4]] | ||||||||||
| Table I (c) | ||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| STREET CLEANING IN AMERICAN CITIES (Continued) | ||||||||||||||||
| City | Square Yards Cleaned per Week | |||||||||||||||
| Hand Sweeping | Machine Sweeping | Hand and Machine Sweeping | Sweeping and Flushing | |||||||||||||
| Smooth | Rough | Macadam | Total | Smooth and Rough | Smooth | Rough | Macadam | Total | Smooth and Rough | Total, Smooth, Rough and Macadam | Smooth and Rough | Smooth | Total, Smooth, Rough and Macadam | Smooth and Rough | Total | |
| Buffalo | 8,714,100[[8]] | 511,111,111[[8]] | 519,825,210[[8]] | 5,622,000[[8]][[2]] | ||||||||||||
| Beacon | ||||||||||||||||
| Binghamton | ||||||||||||||||
| Cincinnati | 5,747,174 | 53,276 | 4,617,277 | 10,417,677 | ||||||||||||
| Cambridge | 700,000 | 100,000 | ||||||||||||||
| Chicago | 119,048,892 | 45,306,308 | 39,631,422 | 230,796 | 50,034,064 | |||||||||||
| Camden | ||||||||||||||||
| Columbus | ||||||||||||||||
| Cleveland | ||||||||||||||||
| Cortland | ||||||||||||||||
| Dunkirk | ||||||||||||||||
| Denver | ||||||||||||||||
| Elmira | ||||||||||||||||
| Fall River | ||||||||||||||||
| Grand Rapids | ||||||||||||||||
| Hudson | ||||||||||||||||
| Jamestown | 1,679,593 | |||||||||||||||
| Kansas City | ||||||||||||||||
| Kingston | ||||||||||||||||
| Los Angeles | [[9]] | [[9]] | [[9]] | 10,000,000[[6]] | ||||||||||||
| Louisville | ||||||||||||||||
| Lowell | ||||||||||||||||
| Lynn | ||||||||||||||||
| Lackawanna | 100,000 | |||||||||||||||
| Little Falls | ||||||||||||||||
| Milwaukee | 4,742,044[[10]] | |||||||||||||||
| Middletown | ||||||||||||||||
| Mechanicville | ||||||||||||||||
| New York City | 539,611,598 | 17,300,158 | 17,300,158 | 5,273,638 | 562,184,394 | |||||||||||
| New Orleans | ||||||||||||||||
| New Bedford | ||||||||||||||||
| Newark | 11,754,257 | |||||||||||||||
| Norwich | ||||||||||||||||
| New Rochelle | 7,743,792 | |||||||||||||||
| Niagara Falls | 18,000 | |||||||||||||||
| Newburgh | 180,800 | |||||||||||||||
| Oakland | 11,480,833[[8]] | 2,477,196 | 3,449,606 | |||||||||||||
| Oswego | 350,000 | 264,717 | 566,532 | |||||||||||||
| Ogdensburg | ||||||||||||||||
| Philadelphia | 3,835,217 | 59,238,912 | ||||||||||||||
| Providence | ||||||||||||||||
| Rochester | 4,265,062 | |||||||||||||||
| Rensselaer | ||||||||||||||||
| Reading | ||||||||||||||||
| Richmond | ||||||||||||||||
| St. Louis | ||||||||||||||||
| San Francisco | 75,015,076 | 9,326,973 | 84,342,051 | 100,605,832 | ||||||||||||
| Salt Lake City | ||||||||||||||||
| Springfield | ||||||||||||||||
| Seattle | ||||||||||||||||
| Scranton | 139,377,763[[8]] | 27,844,483[[8]] | 236,000[[2]][[8]] | |||||||||||||
| Troy | 1,453,224 | 107,086 | 1,811,268[[2]] | |||||||||||||
| Utica | ||||||||||||||||
| Washington | 984,000 | 21,772,596 | 789,000 | 782,000[[4]] | ||||||||||||
| Table I (d) | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| STREET CLEANING IN AMERICAN CITIES (Continued) | |||||||||||||
| City | Cubic Yards of Street Sweeping Removed per Week | Number of Weeks in Cleaning Season | Average Number of Cleanings per Week | ||||||||||
| Hand Sweeping | Machine Sweeping | Sweeping and Flushing | |||||||||||
| Smooth | Rough | Macadam | Total Smooth, Rough and Macadam | Smooth and Rough | Smooth | Total Smooth, Rough and Macadam | Smooth and Rough | Total Smooth, Rough and Macadam | Smooth and Rough | Total | |||
| Buffalo | 35 to 40 for hand sweeping, machine sweeping, and hand and machine sweeping. 25 for flushing. This is for all kinds of pavement. | 6 for hand sweeping all kinds of pavement, 2 for machine sweeping all kinds of pavement, and one for sweeping and flushing all kinds of pavement. | |||||||||||
| Beacon | 35 weeks in cleaning season. | 6 times. | |||||||||||
| Binghamton | 27 for hand sweeping, smooth and rough, 29 for machine sweeping, smooth and rough, and 32 for sweeping and flushing, smooth and rough. | 6 for hand sweeping all kinds of pavement, 6 for machine sweeping smooth and rough, and sweeping and flushing, smooth and rough. | |||||||||||
| Cincinnati | 2,496 | 52 weeks. | Business daily, residential one to two times a week. | ||||||||||
| Cambridge | 500 | 500 | 52 for hand sweeping smooth pavement, 10 for machine sweeping smooth pavement. | Six for hand sweeping smooth pavement, 2 to 3 times a year for hand sweeping rough and macadam. | |||||||||
| Chicago | 9,329 | 5,428 | 1,558 | 288 | 36 for hand sweeping all kinds of pavement. | Six for hand sweeping smooth and rough, and three for hand sweeping macadam. | |||||||
| Camden | 14,871[[8]] | ||||||||||||
| Columbus | 10,586[[8]] | 27,348[[8]] | 12,284[[2]][[8]] | ||||||||||
| Cleveland | |||||||||||||
| Cortland | 32 weeks. | Six for hand sweeping smooth, and one for hand sweeping macadam. | |||||||||||
| Dunkirk | 6 times. | ||||||||||||
| Denver | 58,214[[8]] | 52 weeks. | |||||||||||
| Elmira | 40 weeks. | Seven for hand sweeping smooth, and 2 for flushing rough, and one for flushing macadam. | |||||||||||
| Fall River | 52 weeks. | Nine for hand sweeping smooth and rough. | |||||||||||
| Grand Rapids | |||||||||||||
| Hudson | Six for hand sweeping rough, and 3 or 4 times a year for machine sweeping smooth. | ||||||||||||
| Jamestown | 90 | 27 weeks. | 4½ times. | ||||||||||
| Kansas City | 52 weeks for hand sweeping all kinds of pavement, and 6 times a month for sweeping and flushing all kinds of pavement. | Business section 35, semi-business 7, and residential section one. | |||||||||||
| Kingston | |||||||||||||
| Los Angeles | 1,500 | 52 for hand sweeping and for flushing all kinds of pavement. | 5 times daily for congested and once daily for residential hand sweeping all kinds of pavement. 3 times daily for congested, and one and one-half times daily for residential flushing all kinds of pavement. | ||||||||||
| Louisville | 52 weeks. | ||||||||||||
| Lowell | 52 weeks. | ||||||||||||
| Lynn | 52 weeks. | Business section twice a day; residential section once a week. | |||||||||||
| Lackawanna | 32 weeks. | ||||||||||||
| Little Falls | 32 weeks. | Six for hand sweeping all kinds of pavement. | |||||||||||
| Milwaukee | 75,423[[11]] | Varies. | From one to six, depending upon districts. | ||||||||||
| Middletown | 32 weeks. | 41,300 S. Y. daily; balance twice a week. | |||||||||||
| Mechanicville | From 30 to 35. | 6 times for hand sweeping smooth. | |||||||||||
| New York City | 15,625 | 52 for hand sweeping, machine sweeping, hand and machine sweeping, and sweeping and flushing smooth and rough pavements. | Nineteen for hand sweeping smooth and rough, 27 for eight months for machine sweeping smooth and rough; number for hand and machine sweeping and sweeping and flushing smooth and rough depends on weather. | ||||||||||
| New Orleans | 52 weeks. | Six, excluding rainy days. | |||||||||||
| New Bedford | 42 for hand and machine sweeping smooth and rough. | ||||||||||||
| Newark | 2,001 | 1,500 | 388 | 52 for hand sweeping all kinds. | 2 for hand sweeping all kinds. | ||||||||
| Norwich | 25 weeks. | Once a week. | |||||||||||
| New Rochelle | 72 | 52 weeks. | Six times a week. | ||||||||||
| Niagara Falls | 150 | 30 weeks. | Sweeping and flushing smooth once. | ||||||||||
| Newburgh | 48 | 34 weeks. | Twelve times for hand sweeping smooth and rough. | ||||||||||
| Oakland | 31,276[[8]] | 170 | 288 | All cleaning continuous with reduced force on rainy days and irregular force on macadam cleaning. No machine sweeping on rainy days, which are equal to five to ten weeks a year. | Six times for hand sweeping smooth and rough, from one to four times per year for hand sweeping macadam, four times for machine sweeping smooth and rough. | ||||||||
| Oswego | 36 times for hand sweeping all kinds of pavements; 36 times for machine sweeping smooth pavement, and 30 times for sweeping and flushing rough pavement. | ||||||||||||
| Ogdensburg | Streets not paved 2 cleanings a year; sections most traveled cleaned with sweeper twice during summer season also. Patrol system in business section also flushed twice a week. | ||||||||||||
| Philadelphia | 51,961[[8]] | 377,345[[8]] | 52 for hand sweeping and 45 for machine sweeping all kinds of pavements. | One for hand sweeping macadam, from two to six for machine sweeping smooth and rough, and sweeping and flushing all kinds of pavement. | |||||||||
| Providence | 52 times for hand sweeping smooth, 8 times a month for hand sweeping macadam and machine sweeping rough. | Six times for hand sweeping smooth; 6 times a year for hand sweeping macadam, and once for machine sweeping rough. | |||||||||||
| Rochester | Rough swept by hand 3 to 6 times a week; macadam swept by hand once a week; rough machine swept from once to three times a week. Smooth swept and flushed 3 to 6 times a week. | ||||||||||||
| Rensselaer | 27 weeks. | From once to twice a week. | |||||||||||
| Reading | Twice a week. | ||||||||||||
| Richmond | |||||||||||||
| St. Louis | 1,000 a day. | 52 weeks. | Business daily, residential once a week. | ||||||||||
| San Francisco | [[12]] | 52 weeks. | Once. | ||||||||||
| Salt Lake City | 24 a day. | 10 a month hand sweeping smooth, 3 times a year hand sweeping macadam. | |||||||||||
| Springfield | |||||||||||||
| Seattle | 52 weeks. | Business six, semi-business 3, residential from one to two. | |||||||||||
| Scranton | |||||||||||||
| Troy | 33 for machine sweeping macadam, and 33 for hand and machine sweeping smooth; 33 for sweeping and flushing rough. | Two for machine sweeping macadam and rough; 6 for flushing smooth. | |||||||||||
| Utica | 32 weeks. | From 3 to 6. | |||||||||||
| Washington | 8,602 | 63,242 | 29,089 | 52 for hand sweeping, machine sweeping and flushing and sweeping all kinds of pavement. | Six for hand sweeping smooth and rough; ⅗ for hand sweeping macadam, 3 for machine sweeping smooth and rough, and 2 for sweeping and flushing smooth and rough. | ||||||||
| Table I (e) | ||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| STREET CLEANING IN AMERICAN CITIES (Continued) | ||||||||||||||
| Force | Methods of Cleaning Used | |||||||||||||
| City | Number of Foremen and Inspectors | Wage and Hours Daily[[14]] | Number of Mechanics and Skilled Laborers | Wages and Hours Daily[[14]] | Number of Teams | Cost and Hours Daily[[14]] | Number of Unskilled Employees | Wage and Hours Daily | All Others Employed | Sweeping | Flushing | Squeegeeing | ||
| Machine | Hand | Hose | Machine | |||||||||||
| Buffalo | 22 | $2.50–3.00 | 19 | $2.50–4.00 | 100 | $4.00 | 139 | $2.00 | Sheet asphalt, rough block, brick, cobble, asphalt, block, bituminous. | Sheet asphalt, rough block, brick, concrete, bitulithic, asphaltic concrete, macadam, cobble, asphalt block and bituminous. | Asphalt, rough block, brick. | No. | No. | |
| Beacon | 1 | 3 | 1.75 | |||||||||||
| Binghamton | 1 | 3.00 | 7 | 4.50 | 18 | 2.00 | Brick, concrete, bitulithic. | Brick, concrete, bitulithic, macadam. | Brick, concrete, bitulithic. | |||||
| Cincinnati | 8 | 20.00 Wk. | 10 | 3.50–5.00 | 60 | 2.19 | 261 | 2.25–2.75 | 6 | Macadam and cobble. | Macadam and cobble. | Sheet, rough block, brick, wood block, bitulithic, bituminous. | ||
| Cambridge | 2 | 2.75 | 8 | City teams. | 40 | 2.50 | Smooth pavements frequently. | Smooth pavements frequently. | Smooth pavements occasionally during summer. | |||||
| Chicago | 112 | 2.60–2.85 | 165 | 6.00 | 1,800 | 2.35 | None. | All. | None except sidewalks. | Sheet asphalt, brick, wood block, concrete, smooth block. | Sheet asphalt. | |||
| Camden | 1 | 93.32 Mo. | 12 | 20 | Yes. | Yes. | Yes. | |||||||
| Columbus | Yes. | Yes. | Yes. | |||||||||||
| Cleveland | Yes. | Yes. | ||||||||||||
| Cortland | 1 | 1.75 | 3 single. | 2.50 | 4 | 1.75 | Yes. | |||||||
| Dunkirk | Brick, asphalt and concrete. | |||||||||||||
| Denver | 4 | 75.00 Mo. | 3 | 2.50 | 40 | 5.00 | 70 | 2.50 | ||||||
| Elmira | 1 | 2.50 | 5 double 1 single. | 4.00 double 3.00 single. | 12 | 1.75 | Asphalt and brick. | Asphalt, rough block, brick and wood block. | ||||||
| Fall River | 1 | 3.50 | 4 | 3.75 | 57 | 2.40 | Yes. | Rough block. | ||||||
| Grand Rapids | Yes. | |||||||||||||
| Hudson | Brick and macadam. | |||||||||||||
| Jamestown | 2 | 5.50 | 8 | 2.00 | Brick, wood block, bitulithic asphalt block, bituminous. | Yes. | ||||||||
| Kansas City | 24 | 75.00 Mo. | 3 | 3.00–3.50 | 30 | 5.00 | 225 | 2.25 | 18 | All. | All. | All. | ||
| Kingston | Yes. | Yes. | ||||||||||||
| Los Angeles | 1 | 100.00–125.00 Mo. | 2 | 3.00–3.50 | 89 | 5.00 | 333 | 2.50 | All. | All hills. | All except hills. | |||
| Louisville | 25 | 2.00–3.00 9 hrs. | 66 | 4.00 9 hrs. | 1.75 | Yes. | Yes. | Yes. | Yes. | Yes. | ||||
| Lowell | 7.50 | 2.25 | Smooth block. | Sheet asphalt, brick, wood block, concrete, bitulithic, macadam, smooth block, bituminous. | ||||||||||
| Lynn | 1 | 3.20 | 2 | 5.38 | 26 | 2.50 | All. | |||||||
| Lackawanna | 10 | 2.50–3.00 | 10 | 2.75–3.25 | 4 | 4.75 | 35 | 1.85 | 3 | Brick and macadam. | Brick and Macadam. | |||
| Little Falls | 1 | 2.00 | 1 | 4.50 | 7 | 1.75 | All. | |||||||
| Milwaukee | 27 | 1,000.00–1,900.00 Yr. | .45¢. hr. | 5.00 | 2.00 | Sheet asphalt, brick, concrete, bitulithic, asphaltic concrete, macadam. | Same as machine. | None. | Sheet asphalt, rough block, wood block. | Sheet asphalt, bitulithic, asphaltic concrete. | ||||
| Middletown | 1 | 2.25 | 1 | 3.50 | 4 | 2.00 | Yes. | Yes. | ||||||
| Mechanicville | 1 | 2.25 | 4.00 | 55 | 1.60 | 2 | Concrete, brick, bituminous. | |||||||
| New York City | 134 | 1,212.00–1,380.00 Yr. | 3.00–3.50 | 5.00 | 2.50 | Sheet asphalt, rough block, brick, wood block, smooth block, cobble, asphalt block, bituminous, iron slag. | Same as machine. | Same as sweeping. | Same as sweeping except cobble. | Sheet asphalt, wood block, smooth block, asphalt block. | ||||
| New Orleans | 27 | 75.00 Mo. 9 hrs. | 93 | City teams. | 340 | 2.00 | None. | Sheet asphalt, wood block, concrete, bitulithic. | Rough block, cobble. | Sheet asphalt, brick, wood block, concrete, bitulithic. | None. | |||
| New Bedford | 1 | 3.50 | 2 | 65 | 2.25 | Sheet asphalt. | Sheet asphalt, rough block, brick, wood block. | Same as hand sweeping. | ||||||
| Newark | 15 | 3.83 | 35 double 34 single. | 4.80 double 3.20 single. | 300 | 10.00 Wk. | All. | Will start soon. | ||||||
| Norwich | 2–6 | 5.00 | 4–6 | 1.60 | Yes. | No. | Yes. | No. | No. | |||||
| New Rochelle | 5.50 | All. | ||||||||||||
| Niagara Falls | 6 | 3.00 | 30 | 5.00 | 50 | 2.00 | Yes. | Yes. | Yes. | |||||
| Newburgh | 1 | 80.00 Mo. | 1 single 1 double 3 hrs. day. | 2.75 single 75¢. hr. double. | 18 | 2.00 | Yes. | Yes. | Yes. | |||||
| Oakland | 2 | 110.00 Mo. | 2 | 6.00 | 37 | 2.50 | [[13]] | Sheet asphalt, brick, wood block, asphaltic concrete, smooth block. | Sheet asphalt, macadam, smooth block, bituminous. | Sheet asphalt occasionally. | ||||
| Oswego | 4–6 | 4.00–5.60 | 1.60–2.00 | Sheet asphalt, rough block, brick, wood block. | Sheet asphalt, wood block, macadam, bituminous. | Sheet asphalt, rough block, brick. | ||||||||
| Ogdensburg | 2 | 2.00–2.50 | 2 | 2.50 | 4.00 | 1.75 | Yes. | Yes. | Yes. | Yes. | No. | |||
| Philadelphia | 80 | 2.50 9–10 hrs. | 229 | 5.50 9–10 hrs. | 1,020–1,140 | 1.75 9–10 hrs. | Sheet asphalt, rough block, brick, smooth block, cobble, asphaltic block, miscellaneous. | Bitulithic, asphaltic concrete, macadam, bituminous. | Concrete. | Rough block, brick, smooth block. | Sheet asphalt, wood block. | |||
| Providence | 5 | 47 | 3.00 9 hrs. | 200 | 2.00 9 hrs. | Rough block. | Sheet asphalt, brick, wood block, bitulithic, macadam, smooth block, bituminous. | |||||||
| Rochester | 20–25 | 2.00 | 15–18 | 4.80 | 400 | 1.75–2.00 | Rough block, brick, cobble. | Sheet asphalt, rough block, brick, wood block, bitulithic, macadam, cobble, bituminous. | Sheet asphalt, rough block, brick, bitulithic, bituminous. | Same as hose. | None. | |||
| Rensselaer | 2 | 3 | 2.00 | 7 | Yes. | |||||||||
| Reading | Yes. | |||||||||||||
| Richmond | 6 | 2.62½ 9 hrs. | 3 | 2.75 9 hrs. | 180 | 2.25 9 hrs. | 3 | |||||||
| St. Louis | 50 | 75.00 Mo. | 177 | 4.00 | 675 | 1.50 | 12 | |||||||
| San Francisco | 22 | 3.50 | 3 | 3.75 | 67 | 6.50 | 163 | 3.00 | 12 | Yes. | Yes. | Yes. | Yes. | |
| Salt Lake City | 4 | 3.20 | 1 | 4.00 | 20 | 4.50 | 24 | 2.25 | 70 | Yes. | Yes. | |||
| Springfield | 1 | 4.00 | 16 | 5.60 | 105 | 2.40 | Yes. | Yes. | Yes. | |||||
| Seattle | 20 | 90.00–115.00 Mo. | 3.00 | City teams. | 3.00 | Plank roads. | All except plank roads. | No. | ||||||
| Scranton | Yes. | Yes. | Yes. | |||||||||||
| Troy | 2 | 2.00 | 3 | 3.00 | 8 | 3.46 | 2 | 2.00 | Rough block, brick, macadam. | Sheet asphalt, bitulithic, smooth block. | ||||
| Utica | 7 | 130 | 27 | Yes. | Yes. | Yes. | ||||||||
| Washington | 19 | 720–1,300 | 70 | 406 | 1.50–2.50 | 11 | All except dirt. | All. | None. | Rough, smooth and asphalt block, brick, cobble. | Sheet asphalt, brick, asphaltic concrete, smooth and asphalt block. | |||
| Table I (f) | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| STREET CLEANING IN AMERICAN CITIES (Continued) | |||||||||||
| City | Number of Appliances Used | Which Are Giving Satisfaction | Total Square Yards Cleaned | Times Cleaned per Week | Area Cleaned by White Wings During 8 Hours | Work in Gangs or Singly | Where and in What are Cleanings Stored by White Wings | Equipment of White Wings | How are Assignments of White Wings Determined? | Standard Day’s Work for Cleaning Each Class of Pavement[[14]] | |
| Winter | Summer | ||||||||||
| Buffalo | 37 horse sweepers, 10 horse sprinklers. | All. | 8,000 Sq. Yds. | Singly. | Barrels or tubs. | Broom, shovel, scraper cart. | Heavy traffic 5,000 Sq. Yds., Light traffic 12,000 Sq. Yds., rough pavement 6,000 Sq. Yds., good pavement 12,000 Sq. Yds. | ||||
| Beacon | |||||||||||
| Binghamton | 1 horse drawn flusher, 4 horse drawn rotary brooms. | 6 | 9,275 Sq. Yds. | Singly. | Bags. | Cart, broom, scraper, shovel, 3 bags. | |||||
| Cincinnati | 6 horse scrapers, 40 horse flushers. | 8,661 Sq. Yds. | Singly. | Cans. | Cart, long and short handled broom, scraper. | Traffic, condition and kind of street. | Flushing, 35,550 Sq. Yds. gutters after flushing 6,000 to 8,000 lineal ft., brooming 5,330 to 7,100 Sq. Yds. | ||||
| Cambridge | 8 horse sweepers, 1 horse squeegee, 4 horse sprinklers, 2 horse oilers. | Singly. | Gutters. | Can, shovel, cart and broom. | As needed. | None. | |||||
| Chicago | 1 horse sweeper, 2 horse squeegees, 75 horse flushers, 3 power flushers, 35 horse oilers. | All satisfactory. | 17,000 Sq. Yds. | Singly. | Metal boxes 4 Cu. Ft. | Broom, shovel, scraper cart. | Asphalt 21,500 Sq. Yds., Brick 13,400 Sq. Yds., Granite 13,400 Sq. Yds., Macadam 21,500 Sq. Yds. | ||||
| Camden | |||||||||||
| Columbus | 8 flushers, 16 sprinklers, 11 horse sweepers, railway flusher. | ||||||||||
| Cleveland | Street car flusher in addition to other equipment. | ||||||||||
| Cortland | 2 horse sprinklers, 1 horse oiler. | Singly. | Gutter. | Scraper and broom. | By traffic. | Each man has definite area to clean. | |||||
| Dunkirk | Motor and horse sweepers. | 6 | |||||||||
| Denver | 12 horse sweepers, 3 horse sprinklers, 8 horse flushers, 8 pick-up sweepers. | Singly. | Alley boxes. | Cart, shovel, broom scraper. | Teams travel 3 miles an hour, routes cover 22 to 23 miles, allowing for filling and oiling. | None. | |||||
| Elmira | 1 horse sprinkler, 1 horse flusher, 3 horse sweepers held in reserve. | Sheet asphalt 104,649, rough block 28,101, brick 295,159, wood block 1,530. | 1–6 | Both. | Cans. | Broom, shovel and hand cart. | By traffic. | None. | |||
| Fall River | 4 horse sweepers, 1 horse sprinkler, 4 horse road oilers. | Singly. | Cans. | Broom and cart. | By street superintendent. | None. | |||||
| Grand Rapids | 2 horse flushers, 31 horse sprinklers. | ||||||||||
| Hudson | Brick once, macadam, 4 times a year. | ||||||||||
| Jamestown | 2 power sweepers, 1 horse flusher. | All except horse flusher. | Singly. | Bags in alleys. | |||||||
| Kansas City | 4 machine sweepers, 31 horse flushers. | Sheet asphalt, 4,913,158, rough block 145,204, brick 859,982, wood block 161,545, concrete 1,246,367, bitulithic 14,639, macadam 1,074,579, Imperial 11,288. | 10 to 15 blocks. | Gangs. | Gutters. | Cart, broom, shovel. | By district superintendent. | None. | |||
| Kingston | 1 horse flusher, 2 horse oilers. | Brick 730,666. | Singly. | Cans. | Can carrier and push broom. | ||||||
| Los Angeles | 31 horse and 5 power flushers, 40 to 100 horse sprinklers. | Singly. | Gutters and side streets. | Brooms and scrapers. | Area, amount in nature of traffic and street. | Controlled by local conditions. | |||||
| Louisville | 16 flushers, 2 squeegees. | No White Wings. | Gangs. | ||||||||
| Lowell | 2 horse sweepers, 6 horse sprinklers, 2 power sprinklers, one power road oiler. | 6,000 Sq. Yds. | Singly. | Gutters. | Push and hand brooms and hand pan. | ||||||
| Lynn | 2 horse sweepers, 2 horse sprinklers, 1 pick-up sweeper, 1 power road oiler. | Singly. | Gutters. | Broom, cart, shovel. | By foremen. | ||||||
| Lackawanna | 1 horse sweeper, 3 horse sprinklers, 1 horse flusher, one horse oiler. | Brick 5.5 mi. Macadam 14 mi. | 2 | Gang. | Gutter. | Push brooms. | Yes. | ||||
| Little Falls | Singly. | Cans at Corners. | Broom, cart with dust-pan. | By condition of pavement and traffic. | Each man has definite area to clean. | ||||||
| Milwaukee | 8 horse sweepers, 10 horse squeegees, 2 power squeegees, 120 horse sprinklers, 16 horse flushers, 10 horse oilers, 2 pick-up sweepers. | All satisfactory. | Asphalt 1,600,170, brick 674,008, macadam 4,742,044, granite 236,555, creosote 73,953, cedar 27,522, Mulleni mix 418,756, limestone 34,517, sandstone 168,321. | 5,000 to 25,000 | Singly. | Receptacles. | Pan scraper and broom. | According to traffic. | |||
| Middletown | 2 horse sprinklers, one horse flusher, 1 road oiler, 1 pick-up sweeper. | Flushers. | Brick 88,235. | Gangs. | Broom, shovel. | ||||||
| Mechanicville | Singly. | Vacant lots. | Cart, broom and shovel. | Each man has definite area to cover. | |||||||
| New York City | 148 horse sweepers, 28 horse squeegees, 121 horse sprinklers, 4 horse flushers. | 28,420,785 | 19 | 19 | 9,000 Sq. Yds. | Both. | Cans. | Can carrier, 5 cans, scraper, broom, shovel. | Population, traffic, character of buildings and pavements. | ||
| New Orleans | 18 horse sprinklers, 32 horse flushers. | Flushers. | Flushers cover 42,000 Sq. Yds. daily or all paved streets of smooth surface. | Gangs. | Gutters. | Shovel and hand brooms. | By foremen. | None. | |||
| New Bedford | 4 horse sweepers, 1 pick-up sweeper. | All except pick-up sweeper. | Sheet asphalt and bitulithic 141,098.22, rough block 98,843.03. | Singly. | Gutters. | Cart and broom. | None. | ||||
| Newark | 27 horse sweepers, 8 horse flushers. | Gangs. | Gutters. | Broom, hoe and scoop. | None. | ||||||
| Norwich | 1 horse sweeper, 4 horse sprinklers. | Sweeper not satisfactory. | Brick 50,000, bitulithic 15,000, bituminous 35,000. | 1–2 | |||||||
| New Rochelle | 1 horse sprinkler, 2 horse oilers. | 1,290,632 | 6 | Singly. | Cans. | Can, cart, broom and scraper. | None. | ||||
| Niagara Falls | 4 horse sweepers, 1 horse sprinkler, 2 horse flushers. | 900,000 | 8,000 Sq. Yds. | Singly. | Cans. | Scraper, cart, broom. | Each man has definite area to clean. | ||||
| Newburgh | 1 horse sweeper rarely used, 1 power flusher, 1 horse oiler. | Singly. | Gutters. | Wheelbarrow, broom, shovel. | Age of sweeper and traffic. | None. | |||||
| Oakland | 2 rotary power sweepers, 2 horse flushers, 1 power suction sweeper. | Suction sweeper doing excellent work but too expensive. | Sheet asphalt 344,116, brick 4,200, wood block 12,000, asphaltic concrete 4,800, macadam 3,733,000, smooth block 4,500, bituminous 3,600,000. | Same as summer. | Sheet asphalt, 2–6, brick 3, wood block 6, asphaltic concrete 2–6, smooth block 3–6, macadam and bituminous 1 to 4 times a year. | Singly. | Cans at curb. | Hand scoop and broom with scraper. | Area and traffic. | 8,000 Sq. Yds. upward according to horse traffic. | |
| Oswego | 1 horse flusher, 1 pick-up sweeper. | Sheet asphalt 53,059, rough block 6,578, brick 111,638, wood block 3,555. | Sheet asphalt 2–4, rough block and brick the same, wood block 6. | Gangs. | Cans and gutters. | Scraper and broom. | Each man has definite area to cover. | ||||
| Ogdensburg | 1 horse sweeper, one horse flusher, 1 horse sprinkler. | 3,000 Sq. Yds. | Singly. | Barrels in alleys. | Cart, shovel and broom. | Each man has definite area to clean. | |||||
| Philadelphia | 77 horse sweepers, 28 horse squeegees, 51 horse sprinklers all year and 28 extra in summer. 7 power flushers. | All satisfactory. | Sheet asphalt 7,722,806, rough block 62,380, brick 2,615,102, wood block 218,057 concrete, 750,139, macadam, bitulithic and asphaltic concrete 2,850,404, smooth block, 6,534,737, cobble 57,752, asphalt block 69,950, bituminous 984,813, slag block 54,242. | Sheet asphalt, rough block, brick, smooth and asphalt block 2–6, wood and slag block and cobble 3–6, concrete 1–6, macadam and bituminous 1. | 4,000 in business, 18,000 in outlying. | Gangs on macadam, singly on others. | Cans and bags. | Bag carrier, bags, broom, watering pan, scraper, plug wrench. | Number of cleanings, traffic and population density. | Machine broom 90,000 Sq. Yds., auto flusher 90,000, squeegee 80,000. | |
| Providence | 3 horse sweepers, one horse sprinkler, 2 horse oilers, 1 power oiler. | Sheet asphalt 168,604.6, brick 6,734.8, wood block 72,576.5, bitulithic 172,901.9, macadam 3,243,386, granite block 691,342.9, cobble 47,669.2, bituminous 101,764. | 3,500 to 16,000 Sq. Yds. 9 hrs. | Singly. | Gutters and cans at curb. | Pan, broom, shovel, cart. | Fitness for condition of area. | Yes. | |||
| Rochester | 9 horse sweepers, 40 horse sprinklers, 4 horse flushers. | Both. | Barrel. | Cart, broom, scraper, barrel. | |||||||
| Rensselaer | 2 horse sweepers, 1 horse sprinkler. | ||||||||||
| Reading | |||||||||||
| Richmond | 6 rotary machine sweepers, 1 power rotary machine sweeper, 3 horse sprinklers, 3 horse flushers, 1 pick-up sweeper. | In alleys. | Push cart and broom. | ||||||||
| St. Louis | 11 horse sweepers, 4 horse squeegee machines, 10 horse sprinklers, 4 horse road oilers, 2 power road oilers. | Rough block 1,615,428, brick 4,390,336, wood block 383,590, bitulithic 1,170,528, asphalt block 1,867,340. | 2,400–4,800 | Singly. | Push cart or roller scraper, hoe, broom, shovel. | ||||||
| San Francisco | 9 horse sweepers, 3 horse squeegees, 3 horse sprinklers, 15 combination sprinklers and flushers, 1 auto flusher, 3 20th century sweepers. | 9,000 Sq. Yds. | Blockmen singly. | Cans at curb have holes in top for depositing papers. | Broom with sweeper, pick-up can, cleaners with pan attached. | By superintendent. | |||||
| Salt Lake City | 15 horse flushers. | 1½ blocks. | Cans. | Push cart and broom. | By foreman. | ||||||
| Springfield | 6 horse sweepers, 2 horse squeegees, 14 horse sprinklers, 2 power oilers, 1 horse and 1 hand pick-up sweeper. | Singly. | Cans. | Broom, scraper, cart, cans. | By foreman. | ||||||
| Seattle | All except squeegee. | Singly. | Cans. | Broom, scraper and two wheeled cart. | Traffic conditions. | ||||||
| Scranton | Street car flusher owned by company, city furnishes 2 men to operate it—auto flusher. | ||||||||||
| Troy | 6 horse sweepers, 2 horse sprinklers, 2 power flushers. | Sheet asphalt 119,347, rough block 399,143, brick 327,969, bitulithic 12,389, macadam 53,543, smooth block 58,641. | Asphalt 6, rough block, brick and macadam 2, bitulithic and smooth block 6. | ||||||||
| Utica | 9 horse sweepers, 3 horse sprinklers, 2 power sprinklers, 1 horse flusher, 2 power flushers. | ½ Sq. Mi. | Singly. | Cans. | Scraper, push and hand broom, can and shovel. | ||||||
| Washington | 9 horse sweepers, 13 horse squeegees, 12 horse sprinklers, 3 horse flushers, 5 horse oilers, 7 alley sweepers, 3 alley sprinklers. | Singly and in pairs. | Sacks in alley. | Bag carrier, shovel, pan scraper, combination broom. | By foreman and office planning. | No. | |||||
| Table I (g) | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| STREET CLEANING IN AMERICAN CITIES (Continued) | |||||||||||
| City | How is Efficiency of Employees Checked Up? | System and Method of Street Cleaning | Organization of Street Cleaning Force | Innovations that Have Reduced Cost of Cleaning | How Are Machines Routed? | Gallons Water Used per 1,000 Sq. Yds Cleaned | City Own Horses and Wagons? | Street Sprinkling | |||
| Flushing Machine | Squeegee | Sprinkle Streets for Laying Dust Only? | Sq. Yds. Sprinkled During Year | Driver’s Daily Wage[[14]] | |||||||
| Buffalo | Supervisor. | Residential, hand and machine sweeping; business, flushing and White Wings. | By districts. | Yes. | Yes. | 18,000,000 | |||||
| Beacon | |||||||||||
| Binghamton | Swept at night. | Will clean between 11 P.M. and 7 A.M. when traffic is light and few autos are parked. | Usually in batteries of three. | 500. | No horses. | By private contract. | |||||
| Cincinnati | Foreman’s field reports. | Residential, flushing followed by guttermen; business, flushing followed by White Wings. Flushing at night except in winter. Streets not flushed are broomed by gangs. | Foremen, drivers, helpers, broom-men and White Wings. | 3 men to each route. | 844. | Yes. Private contract. | |||||
| Cambridge | None. | Residential, swept twice year; business, once a week. | No. | Yes. | Yes. | ||||||
| Chicago | Supervision by ward superintendent and section foreman. | Residential, block system; each man has section to clean. Business the same. | 400. | 65. | No. | No. | |||||
| Camden | |||||||||||
| Columbus | |||||||||||
| Cleveland | |||||||||||
| Cortland | Complaints of residents. | Yes. | 86,133. | 4.00. | |||||||
| Dunkirk | |||||||||||
| Denver | Supervision. | Residential, sweepers; business, White Wings and flushers. | Sweep streets before flushing. | According to nature of dirt. | No. | Yes. | 2.25. | ||||
| Elmira | Residential, day flushing and gang picking; business, night flushing and day patrol. | 400. No. | |||||||||
| Fall River | None. | Daily patrol in business section; scrap gutters in residential twice a year. | Some. | 2.65. | |||||||
| Grand Rapids | Yes. | 236 miles. | |||||||||
| Hudson | Yes. | 358,000 | 2.10 | ||||||||
| Jamestown | Two routes, north and south side of city. | Yes. | |||||||||
| Kansas City | Monthly, grades by commissioner to civil. | Residence, winter, hand sweeping; summer, flushing. Business, service. flush at night. | In gangs under foreman and district superintendent. | No. | Districts. | 5,000,000 daily for all flushing except squeegeeing. | Yes, some hired. | By contract No. | |||
| Kingston | Yes. | ||||||||||
| Los Angeles | Thorough supervision. | Patrol system. | Five foremen in 5 districts. | Routed all men or assigned to each route to increase from business center out. | 4,900. | Wagons. | Yes. | 447 miles, 40′ width. | |||
| Louisville | Yes. | ||||||||||
| Lowell | Residential, patrol; business, patrol and machine sweeping. | Foreman, 8 men, two teams in residential. Foreman, 8 men, 2 teams, machine sweeper and sprinkler. | Yes. | Yes. | 2.50. | ||||||
| Lynn | By foreman. | No. | Yes. | Yes. | 3.04. | ||||||
| Lackawanna | Foreman. | Sweeper, sprinkler, push brooms. | One gang for each ward. | No. | Yes. | 313,550. | |||||
| Little Falls | 7 sweepers with one street superintendent. | ||||||||||
| Milwaukee | |||||||||||
| Middletown | A section assigned to sweeper; flushed after hand sweeping. | Yes. | Yes. | ||||||||
| Mechanicville | None. | Hand sweeping. | One man on given beat. | Wagons. | Yes. | ||||||
| New York City | Officers. | Hand and machine sweeping, hose and machine flushing, squeegeeing, litter picking. | District superintendent, section foreman, assistant section foreman, sweepers, drivers. | Motorized a section known as model district; systematized machine sweeping, squeegeeing and hose flushing covered parts. | Area and traffic conditions. | Yes. | Contractor. | ||||
| New Orleans | Smooth surfaces flushed daily. Hand broom men follow flushers. Business section cleaned at night by flushers and hand cleaning. | 2.00 | |||||||||
| New Bedford | Yes. | Yes. | 2.50. | ||||||||
| Newark | Ten districts. Number of men assigned to each according to size of district. | Men held responsible for these districts. | No. | ||||||||
| Norwich | None. | Sweep to gutters, shovel into piles and then into wagons. | Sweeper team, wagon team. | Wagons. | Yes. | 1.60. | |||||
| New Rochelle | Supervision of Commissioner and time keeper. | By hand broom. | Yes. | Yes. | 2.25. | ||||||
| Niagara Falls | By 2 deputy superintendents. | Residential, sweeping; business, flushing. | Wagons. | Some. | |||||||
| Newburgh | Yes. | ||||||||||
| Oakland | Patrolmen visited once or twice daily by foreman; contract work inspected daily. | Small gangs on macadam, occasional flushing after wet-weather. Machine sweeping and patrol. | Gangs of 6 to 8 men under sub-foreman. Directed by district superintendent of streets on macadam. Patrol and machine sweeping. | Readjusted patrol routes; substituted hand patrol for suction sweeper. | Swept 2,3,4 and 6 times weekly. 2 and 3 times schedules adjacent to 4 and 6 times schedules. | Yes. | Macadam streets. | $2.25 to $3.00 | |||
| Oswego | Pick-up sweeper, flushing and hand sweeping. | By yardage. | No. | No. | |||||||
| Ogdensburg | By foremen. | Residential sprinkled and machine swept; business patrolled and flushed. | Flushing. | No. | Some. | 1.75. | |||||
| Philadelphia | Inspectors supervised by district engineers. | Blockmen assigned to sections by chief of bureau; patrol duty. Inlets cleaned, county roads cleaned. | Machines followed by gangs and carts and wagons, number depending on length of haul to dump, season of the year and traffic. | Street cleaning parade annually. | Batteries of 2 or 3. | 300. | 250. | No. | Yes. | ||
| Providence | Foreman’s daily report of neglect of duty. | Residential, gangs; business, patrol. | Residential, foreman, 17 men and 10 single teams; business, patrol in charge of foreman. | Divide into 6 sections. | Yes. | No. | |||||
| Rochester | Residential, gang and patrol; business, patrol. | No. | Yes. | ||||||||
| Rensselaer | No. | Yes. | |||||||||
| Reading | |||||||||||
| Richmond | Elgin machine sweeping in residential section. | No. | Yes. | ||||||||
| St. Louis | By scrubbing business districts streets nightly cost reduced 40¢. per great square. | Yes, flushers hired. | Yes, by contract. | 14,000,000 | |||||||
| San Francisco | Time cards, trip cards, efficiency cards as to attendance, sobriety and obedience. | Residential, gangs of foremen, 3 laborers and 2 teams each. Business, blockmen, night-gangs of 2 foremen, 9 laborers and 8 double teams. | No. | Yes. | 382,344,303 | ||||||
| Salt Lake City | White Wings and flushing. | Wagons and some horses. | Yes. | 150 miles. | |||||||
| Springfield | Foreman calls on each man several times daily. | Residential, crosswalk sweepers, machine cleaning, gutter scraping. Business, squeegeeing, flushing, patrol. | Individuals and gangs. | Some. | 30¢. hour. | ||||||
| Seattle | Reports from foremen and district foremen. | Residential, flushing, sweeping and patrol; business, flushing and patrol. | Residential, under sub-foreman; business, under district foreman. | Flushing is most economical. | Yes. | No. | |||||
| Scranton | Business, hand and machine sweeping and flushing. Residential hand and machine sweeping. | ||||||||||
| Troy | Smooth streets flushed, rough streets and brick, machine swept. Patrol. | ||||||||||
| Utica | By districts. | No. | No. | ||||||||
| Washington | Unit cost, conditions, observation. | Residential, machine and hand cleaning, squeegeeing, flushing, oiling and sprinkling. Business, patrol, squeegeed or flushed. | Assistant superintendent, chief inspector, foremen, working force. | By foremen, subject to superintendent’s approval. | 1,500. | 162. | Yes. | Some macadam unpaved and streets. | 2.25. 1.75. | ||
| Table I (h) | |||||||||
|---|---|---|---|---|---|---|---|---|---|
| STREET CLEANING IN AMERICAN CITIES (Continued) | |||||||||
| City | Street Sprinkling | ||||||||
| Daily Cost per Team[[14]] | Total Annual Cost of Street Sprinkling | Paid out of City’s General Fund? | Paid by Abutting Property Owners? | Method of Assessment. Who Pays for Street Intersections? | Total Gallons Used a Year for Sprinkling | Average Rate of Assessment per Foot Front for Sprinkling | Does This Include Cost of Water or is Water Non-assessable? | Do Corporations Sprinkle Streets on Which the Trolley Cars Run? | |
| Buffalo | $10,000.00 | Yes. | No charge for intersections. | 7,500,000 | 10¢ | Yes. | On two streets. | ||
| Beacon | |||||||||
| Binghamton | |||||||||
| Cincinnati | |||||||||
| Cambridge | 40,000.00[[15]] | No. | Yes. | 4¢. front foot each side; intersections sections not counted. | 15,000,000 | 4¢. | No. | No. | |
| Chicago | |||||||||
| Camden | |||||||||
| Columbus | |||||||||
| Cleveland | |||||||||
| Cortland | 948.68 | Yes. | City pays for intersections. | 6,470 | 5¢. | Yes. | No. | ||
| Dunkirk | |||||||||
| Denver | $2.50 | 80,227.95 | Yes. | 311,364,000 | City pays $25 a year for hydrant for all purposes. | No. | |||
| Elmira | No. | ||||||||
| Fall River | 6.00 | 2,809.24 | No. | Yes. | Intersections paid by city. | 4,403,200 | 2¢. | Non-assessable. | No. |
| Grand Rapids | 25,131.23 | 117,821,750 | Yes. | ||||||
| Hudson | 1,500.00 | Yes. | |||||||
| Jamestown | |||||||||
| Kansas City | |||||||||
| Kingston | |||||||||
| Los Angeles | 4.45 | No. | 40,000 tanks per month, each tank 550 gallons. | No. | |||||
| Louisville | City pays for intersections.[[16]] | 5.5¢. | Yes. | No. | |||||
| Lowell | 6.00 | $17,000 | Yes. | No pay for intersections. | 5¢. | No cost. | No. | ||
| Lynn | 24,061.77 | Yes. | per foot front in residential; 8¢. in business. | ||||||
| Lackawanna | 4.75 | Yes. | |||||||
| Little Falls | Non-assessable. | No. | |||||||
| Milwaukee | 60,310.05 | 5,205.28[[17]] | Most. | Assessed to property owners. | 1.6¢.[[18]] | Non-assessable. | |||
| Middletown | No. | Yes. | City pays for intersections ½c. per front foot per week. | Non-assessable. | No. | ||||
| Mechanicville | 5.00 | 1,200.00 | Yes. | 8,000,000 | No. | ||||
| New York City | |||||||||
| New Orleans | |||||||||
| New Bedford | 3,061.59 | Yes. | [[19]] | ||||||
| Newark | |||||||||
| Norwich | 5.00 | 1,700.00 | No. | 50% | 3¢. | Yes. | No. | ||
| New Rochelle | 1,202.32 | Yes. | 1,100,509 | Yes. | |||||
| Niagara Falls | 5.00 | 2,000.00 | Yes. | Yes. | |||||
| Newburgh | |||||||||
| Oakland | 5.00–6.00 | 43,651.95 | Yes. | 10,197,400 Cu. Ft. | Few cases. | ||||
| Oswego | No. | ||||||||
| Ogdensburg | 4.00 | Yes. | No. | ||||||
| Philadelphia | 24,367.14 | Yes. | No. | ||||||
| Providence | |||||||||
| Rochester | 42,271.73 | Yes. | Pays proportionate cost. | ||||||
| Rensselaer | |||||||||
| Reading | |||||||||
| Richmond | |||||||||
| St. Louis | 250,000.00 | Yes. | Special tax 4¢. per foot front. | 1,727,362,500 | 4¢. | Non-assessable. | |||
| San Francisco | Yes. | No. | At times. | ||||||
| Salt Lake City | 4.50 | 25,000.00 | Yes. | ||||||
| Springfield | 13,493.68 | Yes. | Yes. | Yes, $100 a mile. | |||||
| Seattle | Yes.[[20]] | ||||||||
| Scranton | |||||||||
| Troy | No. | ||||||||
| Utica | |||||||||
| Washington | 3.55 | 4,633.58 | Yes. | ||||||
| Table I (j) | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| STREET CLEANING IN AMERICAN CITIES (Continued) | |||||||||||
| City | Cost Data | ||||||||||
| Street Cleaning Done by City or Contract | Yearly Contract Price | Total Cost of Street Cleaning Year, Exclusive of Snow Removal | Salaries and Wages | New Appliances | Repairs and Maintenance of Appliances | Other Expenses | Cost per 1,000 Sq. Yds. Street Cleaning Done | Average Cost per Sq. Yd. of Hand Sweeping | Average Cost per Sq. Yd. of Machine Flushing[[21]] | Average Cost per Sq. Yd. of Squeegeeing[[21]] | |
| Buffalo | City. | $146,517.43 | $84,499.70 | $17,233.42 | $44,784.41 | 28¢. | 30¢. | ||||
| Beacon | City. | ||||||||||
| Binghamton | City. | ||||||||||
| Cincinnati | City. | 186,847.17 | .00035 | ||||||||
| Cambridge | City. | 59,300.00 | 47,500.00 | 500.00 | 300.00 | $11,000.00 | |||||
| Chicago | City. | ||||||||||
| Camden | City. | 26,056.80 | 238.09 | ||||||||
| Columbus | City. | 126,897.19 | 94,180.68 | .388¢. | .617 per Gr. Sq.[[22]] | ||||||
| Cleveland | .42786 per Gr. Sq. | .15388 per Gr. Sq.[[22]] | |||||||||
| Cortland | City. | 31,000.00 | |||||||||
| Dunkirk | Contract. | 2.8¢. per Sq. Yd per season. | |||||||||
| Denver | City. | 108,296.60 | One-sixth of a mill. | 15–100 of a mill. | 13–100 of a mill. | ||||||
| Elmira | City. | 11,748.20 | 10,047.18 | 1,000.00 | 711.52 | 0.397 | 0.321 | 0.0815 | |||
| Fall River | City. | 53,867.80 | |||||||||
| Grand Rapids | City. | .0385[[23]][[24]] | |||||||||
| Hudson | City. | 1,400.00 | |||||||||
| Jamestown | City. | 5,638.70 | 3,983.67 | 1,655.03 | .1464¢. | ||||||
| Kansas City | City. | 200,000.00 | 170,000.00 | 30.000.00 | |||||||
| Kingston | City. | 9,500.00 | 9,300.00 | 100.00 | 50.00 | 50.00 | |||||
| Los Angeles | City. | .069 to .285 per day.[[23]] | .16 to .21[[23]] | ||||||||
| Louisville | City. | 80,819.80 | |||||||||
| Lowell | City. | ||||||||||
| Lynn | City. | 29,298.85 | |||||||||
| Lackawanna | City. | ||||||||||
| Little Falls | City. | ||||||||||
| Milwaukee | City. | 238,335.00 including sprinkling. | 26.2¢-35.3¢.[[23]] | 25.5¢.[[23]] | |||||||
| Middletown | City. | 3,975.65 | |||||||||
| New York City | City. | 7,643,936.74 | 5,380,620.63 | ||||||||
| New Orleans | City. | 322,000.00 | |||||||||
| New Bedford | City. | 60,478.81 | |||||||||
| Newark | City. | 268,732.54 | 237,213.15 | ||||||||
| Norwich | City. | ||||||||||
| New Rochelle | City. | 37,665.71 | 34,974.67 | 2,245.79 | 445.25 | 26¢. | .027¢. | ||||
| Niagara Falls | City. | 118,000.00 | 20,000.00 | 10,000.00 | |||||||
| Newburgh | City. | 9,000.00 | |||||||||
| Oakland | Both. | $44,663.44 | 74,951.32 | 25.969.25[[25]] | 436.75 | 3881.88[[25]] | .00366[[26]] | .201[[23]] | |||
| Oswego | City. | 4,231.41 | 3,226.01 | 517.79 | 457.61 | ||||||
| Ogdensburg | City. | 4,428.66 | |||||||||
| Philadelphia | Contract. | 1,232.847.00 | 17.8¢[[23]] | 16¢.[[23]] | 18¢.[[23]] | ||||||
| Providence | City. | ||||||||||
| Rochester | City. | 183,783.44 | |||||||||
| Rensselaer | City. | 2,740.00 | |||||||||
| Reading | Contract. | Three year basis $12.90 per city square, length 540 ft. $35,000 a year. | |||||||||
| Richmond | City. | Not separated from garbage and ash collection. | |||||||||
| St. Louis | City. | 527,000.00 | 1.25 per Gr. Sq. | 92¢. per Gr. Sq. | |||||||
| San Francisco | City. | 350,400.00 | 6,000.00 | ||||||||
| Salt Lake City | City. | ||||||||||
| Springfield | City. | 243,952.86 | .00035 | .00017 | |||||||
| Seattle | City. | 148,456.56 | |||||||||
| Scranton | 17 to 35¢.[[23]] | 18¢.[[23]][[22]] | |||||||||
| Troy | City. | ||||||||||
| Utica | City. | ||||||||||
| Washington | City. | 264,869.70 | $ .156[[23]] | $.262[[23]] | .150[[23]] | ||||||
| Table I (k) | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| STREET CLEANING IN AMERICAN CITIES (Continued) | |||||||||||
| City | Preventive Work | Any Unusual Conditions with Which Your Department Has to Contend? | Disposal of Sweepings | ||||||||
| What Effort, If Any, Made to Secure Cooperation of Public to Reduce Street Litter? | Is Cost of Cleaning Considered in Selecting Kind of Pavement? | Do Police and Health Departments and Courts Cooperate? | Average No. of Cu. Yds. of Sweepings per 1,000 Sq. Yds. of Area Cleaned | Average Amount of Sweepings Collected at Each Cleaning | Method of Disposal | ||||||
| On City Dump | Used for Filler | Sold for Fertilizer | Price Charged | Total Yearly Receipts | |||||||
| Buffalo | By ordinance. | No. | Yes. | None. | Yes. | Yes. | |||||
| Beacon | Waste cans. | No. | Yes. | No. | Yes. | Contract. | $137.00 | ||||
| Binghamton | |||||||||||
| Cincinnati | Through press and clean-up campaigns. | No. | Yes. | Land slides and floods. | .24 | Yes. | Yes. | ||||
| Cambridge | Clean-up Week. | No. | Yes. | No. | Yes. | ||||||
| Chicago | Yes. | .079 | .079 | Yes. | Yes. | ||||||
| Camden | Education campaign cooperating with civic organizations. | ||||||||||
| Columbus | |||||||||||
| Cleveland | Yes. | ||||||||||
| Cortland | No. | Some. | Some lanes in rear of stores used for dumping papers. | Yes. | Yes. | ||||||
| Dunkirk | Yes. | ||||||||||
| Denver | Yes. | ||||||||||
| Elmira | Waste cans used. | Not much. | Yes. | No. | Yes. | ||||||
| Fall River | No. | No. | No. | No. | Yes. | ||||||
| Grand Rapids | |||||||||||
| Hudson | Yes. | Yes. | Existence of alleys. | ½ cu. yd. | Yes. | Yes. | |||||
| Jamestown | City very hilly. | .053 | |||||||||
| Kansas City | Superintendent arrests violators. | No. | Yes. | No. | Yes. | ||||||
| Kingston | |||||||||||
| Los Angeles | Yes. | ||||||||||
| Louisville | Yes. | Yes. | Yes. | ||||||||
| Lowell | Yes. | Very little. | Yes. | Yes. | |||||||
| Lynn | No. | Papers from refuse collectors. | Yes. | ||||||||
| Lackawanna | Clean-up campaign. | Yes. | Yes. | No. | Yes. | ||||||
| Little Falls | None. | To some extent. | No. | Yes. | Yes. | ||||||
| Milwaukee | Publicity and circulars. | Yes. | No. | Yes. | |||||||
| Middletown | Placed cans for paper. Through press. | Yes. | Yes. | No. | Yes. | 30¢. for 1½ yds. | |||||
| Mechanicville | Police department and waste cans. | Yes. | No. | Yes. | |||||||
| New York City | Anti-litter League Educational work. | Yes. | Construction work; push carts. | 28.6 per yr. | .029 cu. yds. | Yes. | |||||
| New Orleans | Yes. | ||||||||||
| New Bedford | |||||||||||
| Newark | Police department and public schools. | No. | Yes. | No. | Yes. | ||||||
| Norwich | Very little. | No. | No. | No. | Yes. | Yes. | |||||
| New Rochelle | Yes, by ordinance. | Yes. | Yes. | No. | 119 cu. yds. | Yes. | |||||
| Niagara Falls | Placing waste cans. | Yes. | Yes. | No. | Yes. | ||||||
| Newburgh | Through press, cans provided, hand-bills distributed in business section. | Yes. | |||||||||
| Oakland | Distribute cards, enforcements of ordinance prohibiting dumping of refuse in streets. | Yes. | Only in extreme cases. | None. | Yes. | Yes. | |||||
| Oswego | Use waste cans. | No city garbage or ash collection; people dump on back streets. | Yes. | ||||||||
| Ogdensburg | |||||||||||
| Philadelphia | Pamphlets distributed. Rubbish cards distributed, lectures to school children. Place waste cans. | In general way. | To some extent. | Overloaded wagons, storekeeper sweeping dust into street. | .17 | .23 cu. yds. | Yes. | Yes. | |||
| Providence | Yes. | Yes. | Yes. | $2.00 per cord. | |||||||
| Rochester | |||||||||||
| Rensselaer | No. | Yes. | No. | Yes. | Yes. | Yes. | No. | ||||
| Reading | |||||||||||
| Richmond | Yes. | Yes. | Yes. | 15¢. per load. | |||||||
| St. Louis | Placing metal refuse boxes on sidewalk. | Yes. | Yes. | Yes. | |||||||
| San Francisco | Place dirt cans and paper cans. | Yes. | Yes. | ||||||||
| Salt Lake City | Enforcement of ordinances. | Yes. | Yes. | Yes. | |||||||
| Springfield | Yes. | Yes. | No. | ||||||||
| Seattle | Through the press. | Yes. | Many hills. | Yes. | Yes. | ||||||
| Scranton | |||||||||||
| Troy | |||||||||||
| Utica | |||||||||||
| Washington | Placing waste paper boxes, police regulation. | No. | Yes. | Yes. | Yes. | ||||||
Note: Seattle and Denver are the only cities which report that they clean their sidewalks. Denver limits its work to the business district. All cities report they do not dump sweepings in manholes. All cities except Salt Lake City and Norwich report they sprinkle streets preceding sweeping. Cambridge, San Francisco, and Springfield, Mass., are the only cities which report they do not have sprinklers precede squeegee machines.
[1]. On account of favorable weather conditions and the necessity of economising very little machine brooming is done.
[2]. One-tenth of it cleaned four times daily. Two-fifths once a day. One-half once a week.
[3]. Flushing only.
[4]. Hand cleaning, flushing and squeegeeing.
[5]. Not including alleys.
[6]. Flushing only.
[7]. Hand and machine sweeping and flushing.
[8]. Entire year.
[9]. Sweepers patrol streets from one to ten times daily.
[10]. Also includes machine sweeping, cleaned periodically.
[11]. Also includes machine sweeping—per year.
[12]. 43,341 loads in year; 85% 2 cu. yds. each and 15% 3 cu. yds. each.
[13]. Four of these on the average will be sub-foremen at $3.50, and the other laborers at $2.50 for 8 hours. These men are also under the supervision of four district deputies at $125 a month each. These district deputies have many other duties.
[14]. Length of day eight hours, unless otherwise noted.
[15]. For water and oil.
[16]. .045 foot frontage for 40 foot street.
.055 foot frontage for 50 foot street.
.065 foot frontage for 60 foot street.
[17]. City also paid for water and hydrant rental $25,329.88
[18]. Based on street 30 feet wide and sprinkled twice daily for 150 days.
[19]. Railroad company furnishes electric power and use of tracks for car sprinkler and power flusher. City pays for car.
[20]. City furnishes two men and company motormen and conductor. City owns sprinklers.
[21]. Including 10% of cost of machinery for depreciation and repairs and 4½% interest on machinery.
[22]. Trolley car flusher.
[23]. Per 1,000 sq. yds.
[24]. Does not include depreciation and interest.
[25]. On city work only. Does not include amount paid to contractor.
[26]. Includes cleaning drains and gutters and inlets, cleaning under small highway bridges and removing fallen trees from roadway.
[27]. One square equals 540 ft. including salaries and wages, cost of new appliances, repairs and maintenance of appliances and all other overhead charges.
[28]. Includes depreciation and repairs, but not general supervision.
SEWAGE DISPOSAL
EFFICIENCY OF PROCESSES USED BY AMERICAN CITIES—OPINIONS OF AUTHORITIES—EXPERIMENTS WITH NEW METHODS.
Recognition of the necessity for the proper disposal of sewage is now quite prevalent in most American communities, whether large or small. In many sections the problem has become vital, and as the population increases, it is only a matter of time when all will be compelled to solve the problem, for its importance grows in direct proportion to the rapid increase in inhabitants. The continued concentration of population makes it increasingly difficult and expensive for a municipality to secure and maintain a pure water supply and forces community activity for protection against disease germs. It also causes the demand for the improvement of the esthetic condition of bodies of water within or near a city’s boundaries. Many states have already recognized the conditions due to these nuisances and have enacted strict legislation with a view to preventing the pollution of streams and other bodies of water, for the protection of water supplies, surface and underground, and for the elimination of disease germs accompanying sewage. States and even nations have realized that sewage disposal is more than a local problem. In every case it is an inter-community problem, in some it is inter-state and in a few the question must be settled by national governments.
Even those communities which have not already provided a proper method of disposal of their sewage know that it must be done sooner or later, and many are preparing for it either by making a preliminary study, by preparing tentative plans, by reconstructing their sewerage systems or planning new extensions with that end in view, or by shaping their financial programs so that the community will be prepared to assume the financial burden when the necessity becomes imperative.
The quantity of harmful waste produced by a community is surprisingly small in comparison with the disastrous effects it may produce. All authorities agree that in cities provided with an abundant water supply sewage contains less than one-tenth of one per cent. of foreign substances. This organic matter and the products of its decomposition the Massachusetts State Board of Health has found rarely exceed one-half of one per cent. of the sewage. George W. Fuller, consulting sanitary engineer, says that 99.9 per cent. of sewage is ordinarily pure water and that even much of the remainder is harmless matter of a mineral nature. The experience of George S. Webster, Chief Engineer of the Bureau of Surveys and of the Philadelphia Sewage Testing Station, with sewage works, indicates that on an average 1,000 persons produce per annum forty-five tons of dry sludge matter, or the solid part of the sewage after treatment; and the United States Census Bureau reports that the volume of sewage discharged daily during the year per person is 164 gallons. Yet the small amount of decomposing matter must be properly treated for it is that which gives sewage its offensive character and power to cause disease.
The proper solution of the sewage disposal problem involves first, the construction of a sewerage system that will remove the sewage from the community completely and as rapidly as possible, and secondly, the construction of a disposal plant at which the sewage can be treated in such a way that when it is discharged into the body of water it will not cause a nuisance and disease.
The Sewerage System
There are two types of sewerage systems in use, the separate and the combined. In the former the storm water is removed in one set of pipes and the domestic sewage in another. The combined system removes both in the same set of pipes. In deciding which system to adopt three factors must be first considered, the cost, the topography of the city and the method of disposal. The general conclusions of sanitary engineers at present regarding the relative merits of the two systems are that either is satisfactory from a sanitary point of view when properly constructed, that the separate system is usually best for suburban districts not closely built up and for all communities where the sanitary sewage requires treatment, and that often a combination of the two systems can be used to advantage. Most engineers point to the advantage of combined sewers in narrow streets and congested districts where only one pipe and one house connection are required.
The belief has been expressed by John H. Gregory, consulting engineer, that as a general proposition the cost of building a combined system is less than that of constructing a separate system, especially where the territory to be served is more or less closely built up and streets paved. In suburban territory, not closely built up and where storm water is easily and quickly diverted into natural water courses, he believes the separate system will in general cost less, for then only sanitary sewers need to be built first, the storm water sewers being deferred for years or only such drains constructed as are immediately required. When there are steep grades and relatively high velocity all authorities agree with Gregory that it is advisable to build combined sewers, even though the development of the territory may hardly be such as to require the removal of the storm water.
Discussing the merits of the two systems so far as they affect the cost of disposal Clark P. Collins, sanitary engineer, concludes that generally speaking “it is unwise to dilute sewage with storm water and to befoul storm water with sewage in the attempt to remove both by the same underground channel.” Gregory has expressed the opinion that if sewage is to be discharged into a body without treatment the combined system will offer the simplest and cheapest solution of the problem.
Among the principal objections to the combined system when the sewage is treated are the increase it causes in the volume of liquid which necessarily requires a larger plant and expenditure, the changes it causes in the character of the sewage which complicates operation of the plant, and the frequency with which it causes the flow of sewage to exceed the maximum of the plant, thereby making it necessary to discharge untreated sewage into the stream. With a combined system all kinds of trade wastes must be run through the disposal plant, whether they are offensive or not; automatic devices, which should be avoided whenever possible, are necessary between the combined and intercepting sewers to limit the amount of flow; a greater amount of grit is deposited at the disposal works unless in the separate system the first wash of the street is intercepted. The New York State Board of Health advocates the separate system.
In constructing, extending or reconstructing a sewerage system it is well to bear in mind that even though a city has not at present a disposal plant, the time will come in all probability when increased population will compel the treatment of its sewage by some process. It may, therefore, be more economical eventually to make present plans so that when disposal does come the sewerage system will make possible the most economical operation of the disposal works. Gregory’s conclusion as recently expressed in an address is that “other things being equal, especially as more and more attention is being given to sewage disposal, the separate system seems to offer greater advantages.”
All engineers advocate good ventilation for sewers and gradients that will develop self-cleansing velocities, so as to reduce gas trouble and to deliver the sewage as fresh as possible to the disposal works. The best practise, according to reports of the State Boards of Health, show that these velocities should be not less than two feet per second in separate systems and two and one-half feet in combined systems. In some instances where it has been necessary to reduce the gradients because of the expense of obtaining steeper ones, a velocity of one foot per second has been found to be satisfactory; but in such instances sewers must be well constructed and flushed. Most trade wastes require a higher velocity to prevent deposits.
The Degree of Purification of Sewage
Before determining the proper method of disposal the first point to be settled by a city is the degree of purification desired or needed for both the present and the future. The decision is dependent upon three factors: the self-purifying capacity of the stream or body of water into which the effluent—liquid portions of the sewage run off after treatment—is to be discharged and its utilization for water supply, bathing, etc., the character and amount of the sewage and the possible future growth not only of the city itself, but also of the communities bordering on the stream. While there have been some demands for the absolute sterilization of sewage, many sanitarians believe that any artificial method of sewage treatment will not esthetically render the final effluent fit for ingestion, and practically all authorities agree that final discharge of sewage need not be in this perfect condition. This seems to be based on logical reasoning when one considers that all waterways are necessarily polluted to some extent. John Duncan Watson, of Birmingham, England, contends that the complete elimination of bacteria is prohibitive inasmuch as it is beyond the limits of the reasonable demands on the purse. Robert Spurr Weston, member of the American Society of Civil Engineers, at one time reminded an audience that the proper place to protect the water consumers against disease is at the water works and not at the sewage disposal plant. Authorities are in general agreed that sewage should be disposed of as the stream demands, and that local conditions should determine degree of purification required. Standards of purity have been studied by many societies and various suggestions have been made. All agree that the sewage after treatment should not deteriorate the stream into which it flows. Watson advocates under certain conditions an effluent that will not putrefy on being kept for seven days at a uniform temperature of 80 degrees F. and that does not contain more than three parts per 100,000 of suspended solid matter.
Generally speaking the suspended matter should be removed, the conditions near the point of discharge be inoffensive and the water be not impaired for purposes of manufacture and pleasure. When a city is located on the seashore or near a large lake or stream the screening out of the heavy particles before the sewage is discharged together with dilution will prevent active decomposition and putrefaction of the sewage the body of water receives and the esthetic senses of the community will not be offended. On small bodies of water and when the water is used for drinking and manufacturing purposes or for bathing or shellfish the conditions usually demand not only a non-putrescible effluent but also one that is free from harmful bacteria or one that is highly purified like that from sand filters.
There seems to be a general agreement among sanitary engineers that the condition of the river below where the effluent joins it is a safe guide and should be the ruling factor in determining the degree of purification desirable. Authorities, however, are not agreed as to whether the standard of cleanliness should be based solely on chemical analysis or on a mixed standard taking into consideration the appearance of the water and its physical, chemical and bacterial conditions, as has been demonstrated by the Metropolitan Sewage Commission of New York. One expert in answer to the question propounded by the Commission based the standard solely on chemical analysis, but none of those whose views were sought was willing to accept the dissolved oxygen test as an all sufficient criterion of the condition of the water. One considered that the oxygen should be regarded as a reliable index of the cleanliness of the water only when dealing with the condition of gross pollution and only when in conjunction with observations of the appearance and physical conditions of the water. One of them would not have a standard of cleanliness based solely upon analysis of any kind and all were agreed that the standard of cleanliness should not rest upon the effect of the polluted water upon health.
After having decided on the degree of purification the next step in the solution of the problem is to select the process of treatment best adapted with local conditions to produce the results at the lowest cost and without nuisance. No specific rules can be laid down for the selection of the best process for all communities. Domestic wastes offer the least difficulty, but they are usually complicated with the presence of trade or street wastes or both. Features difficult to overcome may then be produced. Then also, the character of the sewage varies greatly with the season, days and even hours. This is due to the habits of the people, to climatic conditions and to the amount and character of trade and industrial wastes and to the amount of water used and allowed to infiltrate. A cannery, creamery, tannery, brewery, strawboard factory, wool scouring shop, dyeing and cleaning works may discharge its wastes so that during a certain period the character of the sewage be entirely changed. Knowledge of these conditions and changes are necessary to plan a successful disposal plant. Each community has its own problem, and while there are certain general conditions that should be considered, each case is more or less unique. Charles G. Hyde, consulting engineer of the California State Board of Health, has summed up the situation in this statement: “It is folly to suppose that because one town can dispose of its sewage successfully in some certain fashion, another town can adopt the same method with a certainty of securing equally satisfactory results. Sewage differs widely in character, not only as between towns but in a given town.”
Processes of Treatment
The processes for treating sewage may be divided into three main groups—the preliminary or preparatory, the main or final, and disinfection.
The processes in the preliminary or preparatory group remove more or less of the solids, especially the suspended matter, but the effluent, or liquid that is discharged into the stream, is chemically unstable and will decompose and putrefy. These are the simplest methods of treatment, and, except when sewage is discharged into very large bodies of water where it is desired only to improve the esthetic condition or where the water is capable of rapid self-purification, at least one of these processes is used in combination with some other form of treatment in the next group. The preliminary processes are dilution, screening (coarse or fine), plain sedimentation, straining or roughing filters, chemical precipitation, slate beds, colloidal tanks, septic tank treatment, and single contact beds.
The main or final processes are more complex. These remove a substantial proportion of the dissolved and suspended matter. The effluent is generally stable. When any one of these processes is used it is customary to provide some preliminary treatment. The processes in this group are double contact beds, trickling (also called percolating), sprinkling filters, intermittent sand filtration and broad irrigation or sewage farming.
In the third group is the process of disinfection, either by hypo-chlorite of lime or liquid chlorine. Some authorities call this third group the finishing process and preface two others, secondary settling tanks and secondary filters. The chemical elements of this group destroy the bacteria, especially the disease producing kind, and are used in combination with one or more of the processes in the other two groups to produce a highly purified effluent.
Several other processes have been developed within the last few years. The electrolytic process is now being used in a few American cities, and has been included in almost all of the experiments now being made by municipalities. The activated sludge process has been adopted by two large cities, Milwaukee, Wis., and Houston, Texas, and two small cities, San Marcos, Texas, and Escanaba, Mich., and is being tested in at least eighteen others, among them Baltimore, Cleveland and Brooklyn. Jersey City, N. J., has tentatively adopted the activated sludge process. Another process, known as the Miles Acid Sludge Process, is being experimented with by the city of Boston.
These processes or variations of them may be used singly or in combinations of two or more to yield different degrees of purification that will meet varying local requirements. Which of these or what combination of processes to use according to local requirements is the all important question for a city to answer. Several cities either have adopted or are planning to adopt the plan advocated by John A. Giles, Commissioner of Public Works of Binghamton, New York, to include a number of the different stages of treatment in the original design so that when future installation is necessary on account of increased population, with its increased pollution, or the need for a greater degree of purification becomes imperative, the addition can be made on the site already provided for and each unit will fit into the complete structure at a minimum cost. The consensus of opinion is that a disposal works can be designed and constructed which will produce an effluent that will not deteriorate the water into which it is discharged, that will create no nuisance from odor or from flies and that the cost will be strictly proportionate to the sanitary and esthetic results achieved.
An approximate idea of the efficiency of the various well known processes in the removal of bacteria was given by Professor George G. Whipple, Professor of Sanitary Engineering, Harvard University, before the New York State Conference of Mayors and Other City Officials:
| Process | Percentage of Bacteria Removed |
|---|---|
| Fine screens | 10 to 15 |
| Settling tanks | 60 to 70 |
| Septic tanks | 60 to 70 |
| Chemical precipitation | 80 to 90 |
| Contact filters | 75 to 85 |
| Percolating filters | 85 to 95 |
| Intermittent sand filters | 95 to 99 |
| Broad irrigation | 95 to 99 |
Dilution
Comparatively few cities can much longer depend upon large bodies of water to dilute their untreated sewage. Even those cities located on the seacoast and on the banks of large rivers and lakes have either provided some method of treatment, usually one or more of the processes in the preliminary group, or are planning to do so. New York City which has an adjacent large body of water into which it discharges its sewage without treatment of any kind, now finds it necessary to adopt a combination of processes to eliminate the nuisance the waste is causing. In some places where dilution is depended upon, the existing nuisances have been caused by the outlets being extended only to the high water line of the water course, thus preventing a proper mixture of sewage with a sufficient volume of water adequately to dilute it. Other difficulties experienced when untreated or raw sewage is discharged into large volumes of water in excessive quantities are the formation of deposits of sludge, the residue after sewage has been allowed to settle, on the banks and the bottom; turbidity, milkiness and oiliness of the water, bad odors, the formation of scum upon the water and the destruction of shellfish. To overcome these difficulties some cities have resorted to dredging, screening and sedimentation. Others have been compelled to adopt some more complicated process.
The California State Board of Health in one of its bulletins quotes its consulting engineer, Charles G. Hyde, as saying that experience has demonstrated rather definitely that a nuisance will be caused if sewage is diluted with less than about twenty volumes of water while from forty to fifty may in some cases be necessary. Weston believes that in ordinary cases mixtures of sewage and water should be fifty per cent. saturated with oxygen, and when there is an excessive deposit of sludge even seventy per cent. of saturation may be insufficient. Herring and Gregory, in their report on the Albany, New York, system, say: “From observations made in many rivers it has been found that a flow of well oxygenated river water of from three to six cubic feet per second is capable of diluting the sewage from a population of 1,000 to a degree that will allow oxygen in the river water to oxidize the easily putrescible organic matter in the sewage and thereby prevent the water from becoming offensive, provided the velocity of flow is sufficient to prevent accumulations of sewage sludge on the bottom of the stream.”