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solid waste management in high-rise  dwellings
This condensation (SW—27c.l , based on reports
by the Building Research Advisory Board
of the Division of Engineering- National Research Council,
was prepared for the Federal solid waste management program
by IRENE K1EFZR
Washington, D.C. 20402 - 30 cents
Stock Number 5502f0054
U.S. ENVIRONMENTAL PROTECTION AGENCY / 1972

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  Municipalities across the United States today are confronted with
the problem of handling ever-increasing amounts of solid wastes.
One of the most readily available means of simplifying the prob-
lem—but one that has received very little  attention—is to reduce
the weight or volume of wastes at the source. This reduces the cost
of collection, which now ranges from $15 to $30  per ton and is
rising; at the same time, it reduces the cost of disposal.
  High-rise apartments frequently use onsite incinerators to reduce
their wastes. Recent legislation aimed at controlling air pollution,
however, is now a limiting factor, either directly prohibiting use of
incinerators or requiring them to meet stricter standards than they
are capable of doing economically. Can effective  and economic
incinerators be developed? Are there alternative methods and tech-
niques—some of  them perhaps still on the drawing boards—that
might be used? Will they be  able to satisfy environmental health
officials? Will they be reliable, effective, and aesthetically  pleasing
enough to be accepted by the user? Will the price be right?
  Answers to these questions may be forthcoming from a long-term
study being made by the National Academy of Sciences through its
Building Research Advisory Board (BRAB). With funds provided
solid waste management
in  high-rise dwellings
       Environmental Protection Agency
       Library,  Rasicn^V
       1 North V7acker  Drive
       Chicago,  Illinois  60606

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2
by the Federal solid waste management program of the U.S. Envi-
ronmental Protection  Agency, a BRAB committee is developing
basic information that will not only be useful to building designers
and owners, municipal public works and public health authorities,
and city planners, but will also stimulate private industry to develop
new  equipment  and systems for onsite handling of solid wastes.
  The study is  divided  into  three phases, each  requiring  about
3 years to complete. The first  phase, now well underway, has:
  •  Arranged for several existing high-rise low-rent apartments to
serve as a field laboratory.
  *  Assessed conditions there regarding such things as types and
quantities of wastes, makeup of tenant population, and limitations
of present waste-handling system.
   •  Installed three waste-reduction systems—incineration,  com-
paction, and wet pulverization—for study in conjunction with exist-
ing central collection chutes.
  •  Started evaluation of  the  three systems.

  The long-term plan  calls  for enlarging the project's scope from
individual buildings to a complex of buildings.  Such things as
pneumatic, hydraulic,  rail haul, and conveyor  concepts would be
applied to an entire development. Finally, the most desirable sys-
tems—those  applying to   individual  buildings  and complexes
alike—would be installed and studied in a  planned community to
determine the true economies  and cost  effectiveness, as well as
what municipalities would have to do to use them at the local level.
After the study got underway, the long-term plan was amended to
include consideration of a pneumatic system in the first phase of the
IRONMENTAL PROTECTION  AGENCY

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study. Detailed cost estimates and engineering design have been
completed for a pneumatic system to collect wastes from a com-
plex of high-rise buildings.
                                                              the  test structures
  The BRAB committee first approached the New York City Public
Housing Authority on the possibility of using some of its build-
ings. The study proposed using incinerators and garbage grinders,
however,  which  would have  required that the city waive existing
ordinances. Fearing this might  delay the  study, the BRAB  com-
mittee decided to look elsewhere for structures typical of those in
most of the Nation's major urban centers. BRAB contacted, among
others, Chicago and St. Louis before it finally  selected New Haven,
Conn., where the Public Housing Authority  operated suitable build-
ings and was interested in the study.
  Working out the details of the agreement between the National
Academy  of Sciences, the  Housing Authority, and the city, then
having the agreement approved by the Federal solid waste manage-
ment  program  (now part of the  U.S.  Environmental  Protection
Agency), and the U.S. Department of Housing and Urban Develop-
ment,  required  about 9 months,  so it  was mid-1968 before the
study itself got underway.
    The  buildings selected are in a publicly owned, low-income
housing development about 2 miles from the center of New Haven's
main  business district. Built in the mid-1950's, the  development
consists of six 8- and 10-story buildings, plus  three blocks of two-

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story duplex apartments. Three of the high rises are being used for
testing, and a fourth is being used as a control.
  To get accurate information on the number of adults and chil-
dren using each chute, the Housing Authority management, assisted
by building residents who had been appointed  as liaison between
tenants and the project, did  a door-to-door census of the  four
buildings. The census revealed that the buildings were occupied
by 361 adults and 695 children at the time data were gathered on
waste generation. Housing Authority regulations indicate that the
maximum  allowable income for admission ranged from $3,700
for a family of  one to $7,300 for a family of 14. The rate of tenant
turnover was relatively insignificant.
  Each high rise is equipped with  three  automatically operated
incinerators located in the basement. They  are  flue-fed,  single-
chamber,  gas-fired,  overfire air-blower units with an  estimated
capacity of 40  pounds per hour. They are electrically programed
to fire at 2-hour intervals during the day and twice during the
night. Auxiliary fuel is supplied for 15 minutes at the start of each
firing. The hopper doors do not have automatic locks to  prevent
their use during periods of burning.
  Ash and residue are supposed to be removed from the incinera-
tors twice daily, placed in conventional metal containers, and stored
in the basement of each building. Twice a week the custodians use
two-wheel carts to bring the  containers up the stairwells to the
street curb, where they  are picked  up by regular city  collection
crews. At  one  time, permanently  installed hoists were used to
carry the  containers up  the stairwells, but they have been aban-
doned because of continued vandalism.

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                                                               wastes  generated in buildings                  {
  The BRAB study started with an assessment of the existing sys-
tem so as to establish a bench mark against which improvements
or changes  could be  evaluated. In addition, the information was
needed to help select the new systems. It was particularly important
to get accurate information on how much waste and what kinds the
systems would be expected to process, and when or over what period
of time the  processing would occur. Such  information would also
be of interest beyond the  immediate  study, since little is known
about waste generation at the actual source, especially in high-rise
buildings. The BRAB committee therefore decided to determine:

  •  The amount of waste generated on a per capita basis.
  *  The variations in amounts and  composition of waste with sea-
sonal changes, income level, and type  of dwelling.
  •  The physical characteristics of  the waste; such data could be
significant not only  in onsite handling  but  also in  development,
designing, and planning of collection, storage, and disposal facili-
ties on a  municipal or regional scale.

  BRAB contracted with York Research Corp., a commercial labo-
ratory in Stamford,  to collect  data  for  7 consecutive  days in
December 1968 on:

  •  Weight, volume, and physical  composition (including mois-
ture content) of chute waste generated hourly, daily, weekly.
  •  Weight and  composition of chute residue  following  daily
incineration.

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6
   • Weight and composition of bulky miscellaneous waste items
on a weekly basis.
   " Weight and composition of yard waste on a weekly basis.
  Collecting data on chute  wastes  provided a  bigger  job than
anticipated, partly because 12 sites  were involved  and they were
located in four buildings. Communications were difficult. Changes
in personnel, at professional  and laborer levels, meant a loss of
efficiency. The original plan called for collecting data for 3 separate
weeks, but at the end of the first week, almost all the $18,500
provided in the subcontract for field services had  been used up.
  During the 7 days for which data were collected,  10,947 pounds
of wastes with a volume of 1,961 cubic feet, went down the chutes
of the four buildings;  the overall  density was  5.6  pounds per
cubic foot. Paper was the most common constituent in chute wastes,
both by weight and volume. All the  wastes contained  a significant
amount of water.
  On the average, each of the 1,056 tenants in the  four buildings
generated 1.48 pounds of chute waste per day; considering adults
only, the  rate was 4.33.  The  average for each dwelling unit was
6.23 pounds per day.
  On an  hourly basis, distinct peaks in weights  sent  down the
chutes occur at 9 a.m., noon, 3 to 4 p.m., and 6 to 7 p.m., with
the amounts increasing as the day goes on. The same trend is also
evident with volume, but the peaks are not as sharply defined; the
highest peak occurs  at 3 p.m.
  On a weekly basis, the weights of waste discarded on  Saturday,
Sunday, and Monday are more than 50 percent greater than those
discarded on Wednesday, Thursday, or Friday.  In general, each

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PAPER IS LARGEST COMPONENT OF CHUTE WASTES
                        32.98
                                            62.61
                                  by Volume
                     2638

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B
day is represented by the 24 hours ending at 7 p.m. of the day
in question. The amount of waste discarded peaks on Saturday,
with Sunday a close second; the downward trend continues through
Wednesday, when the minimum amount is discarded. In  develop-
ing this curve, however, 200 pounds  of waste  associated with a
chute blockage on Tuesday were added to Monday's wastes. Prob-
ably some of the waste in the blockage was generated on Sunday,
which could have been enough to establish Sunday as the peak day.
The daily volume curve  shows a broad, relatively flat peak  from
Friday through Tuesday. In this  curve, 24 cubic feet  of waste
associated with  the  Tuesday blockage were added to Monday's
wastes.
         AMOUNTS OF CHUTE WASTES INCREASE  AS DAY GOES ON
                                                          -> Vol.
       wt. , _,
       100 - " " '"
         I
                                                    8   9
              AMOUNTS OF CHUTE WASTES PEAK ON WEEKENDS
                                                                    WED   THUR   FRI   SAT   SUN   MON   TUE   WED

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  On the basis of 18 samples, incineration reduced the weight of
chute waste by 51 percent and the volume by 81 percent.
  During the 7 days in which data were gathered, 14 bulky items—
mostly furniture, along with a few boxes—were discarded. Some
were found on the grounds and were simply assumed to have come
from the closest building.
  No yard wastes were collected during the  period. The janitor
responsible for yard  wastes  says he fills two or  three 70-gallon
galvanized iron-wicker baskets daily; tenants can use additional
baskets in the  front and  back of each building. The contents of
these baskets weigh about 35 pounds and are composed predom-
inately of  paper,  leaves,  and  glass,  in  that  order. Considerable
paper is blown on Housing Authority grounds when freight is being
handled at a nearby railway station.
  Because of the problems  encountered in the first  test,  BRAB
contracted for a second 7-day test in May 1971. This test, conducted
by Associated Testing Laboratories of Wayne,  N.J., included collec-
tion of data needed to evaluate the new  waste-reduction systems.
                                                               air pollution from  existing incinerators
  Because of widespread concern over air pollution from onsite
incinerators and because of the  few opportunities in the past to
monitor stack emissions from incinerators of the size at the New
Haven test site, particular care was again taken to gather informa-
tion of more than  immediate usefulness. The information  the
BRAB committee decided to gather included:

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10
   * Particulate emission rate in pounds per hour per pound of
waste charged.
   * Percent burnout of waste sample.
   " Fuel consumption.
   81 Firebox temperature.
   " Stack gas temperature and velocity.
   m Emissions of 10 gaseous pollutants.
   * Particulate loading and  size distribution.
   « Odor.
   • Ringelmann readings for density and color.

   York Research Corp. again gathered the data. Most of the waste
samples were burned in the incinerator to be replaced later in the
study by a new incinerator. In general, the  samples were similar
to those determined earlier in the study. Three charging rates were
used. In addition to the design charge rate of 40 pounds per hour,
rates of  60 (to stimulate  overloading  and to reflect peak waste
generation periods) and 20 (to simulate underloading) were used.
   Of the 51 samples burned, 23 of the standard composition were
burned in the one incinerator at design capacity; the average par-
ticulate emission rate, as measured  by the ASME—PTC stack moni-
toring techniques, was 0.18 pounds  per hour. Ringelmann readings
for density and color averaged 2.3 units for the 23 samples. Carbon
dioxide was low in all tests, ranging mostly between 0.5 and 1.0
percent by volume, when detected.  Carbon monoxide was detected
in only a few samples.
   On one set of six samples, particulate emissions were also deter-

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mined by  Federal solid  waste management personnel  using a
method developed by the air pollution control office of  EPA.
Results from this  method ranged from  0.61  to 0.83 pounds per
hour, considerably higher than the ASME—PTC method. This is to
be expected, since the air pollution control office method uses a
finer filter  and also measures liquid particles that were condensed
out of the gas stream.
                                                               vermin and insect  infestation
   Onsite waste-handling equipment is a potential source of food
and harborage for rodents, roaches, flies, and similar pests, so a
program was  developed to  assess the degree of infestation asso-
ciated with the existing system.
   Several inspections of the basement areas revealed no evidence
of a  rat population or of conditions especially  conducive to  rat
infestation. Tenants and the local exterminator reported  that mice,
however, are a continuing problem. According to the exterminator,
the mouse population is centered around the chutes.
   Cockroaches, but not flies, appear to be a problem. The BRAB
committee, assisted by officials of the National Pest Control Asso-
ciation, inspected 87 of a possible  92 apartments,  essentially all
those served by the three chutes to be used with the new equipment
and by  one  of the chutes in the control building.
   An "infestation score" was devised from the number of roaches
seen in three areas in the kitchen and two in the bathroom.  Of the
87 apartments inspected, only 26 were not infested. Intensity of

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12
infestation varied from building to building and from apartment
to apartment within a building. No correlation could be estab-
lished between the level of infestation and the present method of
waste handling.
  Factors other than the waste handling system obviously influ-
ence the level  more. Roach  populations were generally lower in
cleaner  apartments when foods were stored in closed containers
and wastes disposed of carefully. But  in some apartments, even
good housekeeping  practices, plus proper storage and disposal,
did not  result in freedom from infestation.
                    miscellaneous factors needed
                to assess waste  handling system
                                                       A number of other factors must also be considered in assessing
                                                    a waste handling system. Although it is desirable to have numeri-
                                                    cal data on all of  them, such data are not readily available and
                                                    collecting them would require an excessive amount of time. Con-
                                                    sequently, the BRAB committee looked at these factors to estab-
                                                    lish a reasonable basis—subjective  if necessary—against which a
                                                    new waste handling system can be compared. The factors:
                                                       •  Personnel requirements for operating  and maintaining the
                                                    existing system, including number of people at  each  level of
                                                    responsibility, skills required,  salaries, personnel  turnover, and
                                                    union affiliation.
                                                       •  Power and fuel requirements, including electrical  power to
                                                    operate incinerators and natural gas to help burn the wastes.

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   * Costs. Only normal operating and maintenance costs are con-                                                   «j *
sidered useful for comparative purposes.                                                                           IN
   • Owner, tenant, and custodian acceptance. In interviews, every-
one expressed dissatisfaction with  the present waste-handling sys-
tem, but no one knew alternative methods for onsite handling.
   * Effectiveness and limitations. In a series of "walk-throughs",
the BRAB committee assessed these factors subjectively. The pres-
ent system is relatively convenient for tenants, with three chutes in
each building;  the use  of a  single  flue for incineration, however,
does cause problems with smoke, odor, and dust. Wastes can be
sent down the chutes at  all times. Although hopper doors are small,
they will accept most normal household wastes. Bulky items  will
be picked up on request within a  reasonable time, but  requests
are often not made. The result:  wastes accumulate in corridors
and on the grounds.

  Environmental conditions maintained  by the system  are  not
particularly good. The incinerators pollute the air and  produce
an odor which is especially noticeable on the roofs and  when waste
is charged through  hopper doors during  a  burning. The odor is
due in part to the low temperatures in the fireboxes during burn-
ings. The system discharged nothing to the sewers and is not noisy.
It contributes to vermin and insects, but how much is  not known,
since other factors also contribute.
  Aesthetically, the  system leaves much to be desired. The insides
of the  hopper doors are never cleaned. Litter accumulates because
the system can't handle all wastes.  The 10 to 15 containers which
must be set  out in front of each building twice weekly  for pickup
become unsightly very quickly.

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                                            The incinerators  aren't too effective, reducing the volume of
                                          wastes by only 81 percent. Getting the containers of  incinerator
                                          residue up the stairwell is a problem, since they weigh 70 pounds
                                          when filled. Except  for this, removing wastes from the basement
                                          is easy; storage capacity is excellent. These are attributable more
                                          to design of the building than the waste-handling system itself.
                                            The system is easy to operate, the most  complex part being
                                          removal of residue from the  ashpit and  firebox. This  job is
                                          hampered by inability of the incinerators to burn refuse completely,
                                          the existence  of wire grates,  general incinerator design, and the
                                          absence of tools especially designed for the purpose.
selection  of alternative systems
                                             While the existing conditions at the New Haven site were being
                                          assessed, work was also underway on selecting the three specific
                                          waste-handling systems to be installed and on preparing preliminary
                                          plans  (architectural, mechanical, electrical,  and  plumbing)  for
                                          their installation. All three were installed in  1970 and their per-
                                          formance is now being evaluated.

                                          Compactor
                                             Wastepactor Model No. 157, manufactured by the Compactor
                                          Corp. of New York City, was chosen  from a number of possibilities
                                          chiefly because a comparatively large number  are already in opera-
                                          tion in the  New York City area. Hydraulically operated, the unit
                                          uses a duplex horizontal ram to force waste  through a restricted

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compaction chamber. Its rated capacity  is 1,500  pounds  per
hour.  The  list price is about  $4,000 f.o.b.,  Brooklyn,  N.Y.;
the manufacturer quoted a price of $3,200 for complete installa-
tion.  The easiest  to  install  of  the  new systems,  the compactor
merely required removal of  the existing incinerator, support of
the existing flue, and extension  of the flue to feed waste into the
compactor.

Pulverizer
   Selection of the wet pulverizer was difficult  because  only  two
manufacturers offered suitable  units. The two  units were essen-
tially the same, and neither had yet been installed in an apartment
building. A system of the Wascon Systems, Inc., of Hatboro, Pa.,
was chosen because the company said wastes  could be fed directly
from the chute.
1
Compactor Installed in High-Rise Building
In the  compactor  installed  at  the New  Haven test  site,  waste  falling
  through the chute passes a photoelectric cell. A horizontal ram starts forward,
  pushing the waste through the compaction chamber into a discharge  tube.
  The top surface of the  ram is equipped with a toothed shear plate which
  shears any waste  caught between the ram and hopper. When the ram can
  go no farther, a second ram, or piston,  extends from the middle and travels
  through the center of  the compaction chamber to clear any blockages.
  Compacted waste  is extruded from the  16-inch diameter discharge tube and
  automatically loaded into a paper bag.  When the bag is full, the compactor
  shuts down and turns a  signal light on. The operator can  then remove the
  full container and replace it with an empty one.

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16
   The system consists of the pulper itself and a dewatering press.
Its rated capacity is 400 pounds per hour. The list price is about
$15,000 f.o.b.,  New Haven.  Installation involved,  in  addition to
the measures required by  the compactor, extra  concrete slabbing
and curbing to  provide adequate space for servicing.  To take
advantage  of  the  upward movement the  system provides, the
dewatering press was installed in  a laundry room on the ground
floor.  The pulper waste falls directly into containers  outside the
building.  The manufacturer quoted  a price  of $9,000 for com-
pleted installation.

Incinerator
   After discussions with manufacturers and consulting engineers,
the BRAB committee called on the Incinerator Institute of America
      PULVERIZER INSTALLED IN TEST SITE
      DISCHARGES SEMI-DRY PULP INTO CONTAINER
                                                          In  the  pulverizer  system installed at  the  New  Haven  test  site,  waste
                                                            falls directly  from the chute into the pulper tank, where the water is
                                                            automatically  maintained at the proper level. At the bottom of the tank
                                                            is an impeller plate randomly studded with teeth. As the plate rotates, waste
                                                            falling into the tank is drawn down onto the plate, where pulpable materials
                                                            are abraded and mixed  with water to form a slurry. Nonpulpables such as
                                                            metals are reduced somewhat in size and dropped into a collection chamber.
                                                            The slurry then  passes through  a sizing ring, which prevents  oversized
                                                            particles from leaving the tank. The slurry is pumped to the dewatering
                                                            press, where it is picked up by a helical  screw contained in a perforated
                                                            housing. The squeezing action of the screw extracts water (which is pumped
                                                            back to the pulper tank) and conveys the remaining semidry pulp to the top
                                                            of the press, where  it  is discharged into a container.

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to assist in this part of the project. The BRAB  committee estab-
lished  some design and  performance criteria  to guide  the  Insti-
tute's work, among which were:  The unit is  to be a chute-fed,
multichamber type of incinerator  with at least one charging gate,
burner, overfire air supply, and gas  scrubber  with  induced  draft
fan. The system should  provide for  controlled charging and—if
exhaust cannot be vented in the corner  of the existing chute (or
elsewhere)—for locking hopper doors during the period of burn-
ing. Under all conditions of operation, the incinerator should not
emit more than 0.2 pounds per hour on an incinerator burning
100 pounds of waste per hour; nor should the unit emit single
visible particles or observable sparkles at night. Under  all condi-
tions, the incinerator should not emit smoke of an opacity denser
than 20 percent or No. 1 on the Ringelmann chart. Total hydro-
carbon emissions are not to exceed 50 parts per million (volume).
No objectionable odors are to be produced. The incinerator should
not have more than 5 percent combustible residue after incineration.
                                                              supplemental  field survey
  While the equipment was being  selected, BRAB became con-
cerned that the results from the study might be limited to either a
particular concept (compaction, for example)  or piece of  equip-
ment. Manufacturers were concerned that others would interpret
the equipment selected as the best available and the data obtained
as representative or applicable to all other equipment  using the
same concept.
  Consequently, BRAB conducted a national field survey to  collect

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; 
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  This  summary is based on  the  interim  report  (SW—27c.l) on Collection,
Reduction, and Disposal  of Solid  Waste in High-rise Multi-family Dwellings,
which was prepared by the Special Advisory Committee on Solid  Waste of the
Building Research Advisory Board,  Division of Engineering—National Research
Council for the Federal solid waste management program.  The full report is
available from the National  Technical Information Service  (order No.  PB
197623). The 169-page report includes 38 tables, 17 figures, and 6 appendices.
It  consists  of these major  sections:

     Abstract
     Summary
     Objectives and Scope of Phase I
     Conduct  of the Study
     The Test Structures
     Assessment of Existing Conditions
     Preparation  for Study Projection
     Bibliography
                                                                                       U.S. GOVERNMENT PRINTING OFFICE: 1972 0—451-789

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Environmental Protection Agency
Library, E^-'icn /
1 Horth Wacker Drive
Chicago, Illinois  60606

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