United States
                         Environmental Protection
                         Agency
                         Research and Development
           Risk Reduction
           Engineering Laboratory
           Cincinnati, OH 45268
           EPA/600/S-92/048   October 1992
                         ENVIRONMENTAL
                         RESEARCH    BRIEF
                     Waste Reduction Activities and Options for a
                            Transporter of Bulk Plastic Pellets

                                    Hanna Saqa and Daniel J. Watts*
Abstract
The U.S. Environmental Protection Agency (EPA) funded  a
project with the New Jersey Department of Environmental
Protection and Energy (NJDEPE) to assist in conducting waste
minimization assessments at 30 small- to medium-sized busi-
nesses in the state of New  Jersey. One of the sites selected
was a trucking company which specializes in the transportation
of dry bulk plastic pellets from the manufacturer to the user.
The assessment focused on the large volumes of hot water
which are used to clean the  tank trucks between shipments. A
site visit was made in 1990  during which several opportunities
for waste minimization were identified. Options identified in-
cluded recirculation of the water and use of compressed gasses
as a partial replacement for the water stream used to clean the
trucks. Implementation of the  identified waste  minimization
opportunities was  not part of  the program.  Percent waste
reduction, net annual savings, implementation costs and pay-
back periods were estimated.

This Research Brief was developed by the Principal Investiga-
tors and EPA's Risk Reduction Engineering Laboratory in Cin-
cinnati, OH, to announce key findings of this completed as-
sessment.


Introduction
The environmental issues facing industry today have expanded
considerably beyond traditional  concerns.  Wastewater, air
emissions, potential soil and groundwater contamination, solid
waste disposal, and employee health and safety have  become
increasingly important concerns. The management and disposal
of hazardous substances, including both process-related wastes
 * New Jersey Institute of Technology, Newark, NJ 07102
and residues from waste treatment, receive significant atten-
tion because of regulation and economics.

As environmental  issues have  become  more complex, the
strategies for waste management and control have become
more systematic  and integrated. The positive role of waste
minimization and pollution prevention within industrial operations
at  each stage of  product life is recognized throughout the
world. An ideal goal is to manufacture products while generat-
ing the least amount of waste possible.

The Hazardous Waste  Advisement Program (HWAP) of the
Division of Hazardous Waste Management, New Jersey De-
partment of Environmental Protection and Energy, NJDEPE, is
pursuing the goals of waste minimization awareness and pro-
gram implementation in the state. HWAP, with the help of an
EPA grant from the Risk Reduction Engineering Laboratory,
conducted an Assessment of Reduction and Recycling Oppor-
tunities for Hazardous Waste (ARROW) project. ARROW was
designed to assess waste minimization potential across a
broad range of New Jersey industries. The project targeted 30
sites to  perform waste minimization assessments following the
approach outlined in EPA's Waste Minimization Opportunity
Assessment Manual (EPA/625/7-88/003). Under  contract to
NJDEPE, the Hazardous Substance Management Research
Center at New Jersey Institute of Technology (NJIT) assisted
in  conducting the assessments.  This research brief presents
an assessment of the transportation of dry plastic pellets from
the manufacturer to the user (1  of the 30 assessments per-
formed) and provides recommendations for waste minimization
options resulting from the assessment.


Methodology of Assessments
The assessment process was coordinated by a team of techni-
cal staff from NJIT with experience in process  operations,
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basic chemistry, and environmental concerns and needs. Be-
cause the EPA waste  minimization manual is designed to be
primarily applied by the in-house staff of the facility, the degree
of involvement of the NJIT team varied according to the ease
with which the facility  staff could apply the manual. In  some
cases,  NJITs role was to provide advice.  In  others, NJIT
conducted essentially the entire evaluation.

The goal of the  project was to encourage participation in the
assessment process by management and staff at the facility.
To do this, the participants were encouraged to proceed through
the organizational steps outlined in the manual. These steps
can be summarized as follows:

   • Obtaining corporate commitment to a waste minimization
    initiative
   • Organizing a task force or similar group to  carry out the
    assessment
   • Developing a policy statement regarding waste  minimiza-
    tion for  issuance by corporate management
   • Establishing tentative waste reduction goals to be achieved
    by the program
   • Identifying waste-generating sites and processes
   • Conducting a detailed site inspection
   • Developing a list of options which may lead to  the waste
    reduction goal
   • Formally analyzing the feasibility of the various options
   • Measuring the effectiveness of the options and continuing
    the assessment.

Not every facility was able to follow these steps as presented.
In each  case, however, the identification of waste-generating
sites and processes, detailed site inspections, and development
of options was carried  out. Frequently, it was necessary for a
high degree of involvement by NJIT to accomplish these steps.
Two common reasons for needing outside participation were a
shortage of  technical staff within  the company and  a need to
develop  an agenda for technical action before corporate com-
mitment  and policy statements could be obtained.

It  was not a goal of the ARROW project to participate in the
feasibility analysis  or  implementation  steps. However, NJIT
offered to provide advice for feasibility analysis if requested.

In each  case, the NJIT team made several site visits to the
facility. Initially, visits were made to explain the EPA manual
and to encourage the facility through the organizational stages.
If delays and complications developed, the team offered assis-
tance in the  technical review, inspections, and option develop-
ment.

No sampling or laboratory analysis was undertaken  as part of
these assessments.


Facility Background
The  facility  is the home base of a medium sized trucking-
transportation  company, which specializes in transporting dry,
bulk plastic  pellets  of  several types including  polypropylene,
pplyvinyl chloride, and polystyrene. The  company is respon-
sible for the  movement of the pellets from the plastic manufac-
turer to their customers. The economics of manufacture and of
the use  of  large  quantities  of  the  pellets favor such bulk
transportation. There are significant quality  issues  which re-
quire segregation of different types and composition of pellets,
contamination may result in inferior quality of products by the
user of the  pellets.  The transportation company then  must
scrupulously  clean the tankers between each  load.  It  was
reported that some customers will refuse a shipment if a single
foreign pellet is observed.

At this facility, other activities  including  vehicle  maintenance
occur. The waste reduction opportunities assessment was car-
ried out only on the plastic pellet handling and cleaning section
of the facility  at the request of the management.  There was
very little input received from the management. The identifica-
tion of options and of  necessary additional  information  was
carried out by the assessment team.

The facility houses administrative buildings,  a 2-bay mainte-
nance garage, parking  areas, and the tank cleaning operation.
The site is bordered by a small stream. About 200 people are
employed at the rural location.


Operational Processes
The  process  of cleaning the  trucks' tanks  involves  use  of
filtered water from a 250-ft deep well which is on the property.
The water  is heated in  a Karcher unit and  sprayed through a
revolving head. The head is lowered into the  body of the tank
through the port on the top. Multiple nozzles  on  the head are
designed to assure that the water streams are directed at all
areas of the  truck interior.  The water exits the tank, carrying
the pellets, through a 4-in. drain at the rear  of the tank. The
drain  is fitted with  a "sock-like"  bag filter to  capture the pellets
which are  removed from the  truck by  this  procedure.  The
capture pellets are recovered, segregated  by type, and returned
to the manufacturer or sold to brokers for reuse. On average 2
or 3 tank trucks are cleaned by this process  each  day. Average
daily water use is about 10,000 gal. About 5 gal  of pellets are
recovered each day.


Existing Waste Management Activities
From  a broad industry-wide perspective it seems  that activities
of this company are supportive of many commonly encouraged
principles of pollution prevention. Shipment of  materials in bulk
eliminates  the need for packaging materials and  eliminates
substantial quantities  of waste. Careful  attention  to  product
quality and prevention  of cross contamination of materials  is
critical to minimize product and process failures by the ultimate
manufacturer. Such failures also contribute to the waste stream.
This facility takes care to recover and return to the manufacturing
stream the excess pellets which would otherwise contaminate
other  materials or be discarded as waste. This tank cleaning
activity illustrates a less commonly recognized principle—that
many pollution prevention benefits require action by someone
in the raw materialAransportation/production chain  which results
in a waste stream.

The rinse water is collected in  a sump after  passing through
the bag  filter  at the exit  port of the tank. The sump has a float
which triggers a pump to move the collected water to a storm
water catch basin in a paved area. This water,  as well as storm
water runoff,  is  drained into a pair of underground  settling
tanks. The outflow of these tanks enters a stream which borders
the property.  Periodically (approximately once each year), the
settling tanks are cleaned and any solid residue is sent offsite
as nonhazardous waste. While  the vehicle  maintenance area
was not a part of this assessment,  it  was learned  that waste
and used oil,  oil filters, and other vehicle fluids from this facility
are drummed and sent  offsite for treatment.

It was observed  that occasionally  the water from the tank
cleaning had a grayish color after passing  through the bag filter

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 at the  exit port of the tank. It was observed that the effluent
 from the  settling tanks  also  had  the  grayish  color.  It was
 concluded that any waste minimization options should address
 this issue.
 Waste Minimization Opportunities
 The  type  of waste  currently generated  by the facility,  the
 source of the waste, the quantity of the waste and the annual
 treatment and disposal costs are given in Table 1. This particular
 facility presents a dilemma in determination of waste manage-
 ment costs. The present  water  handling system commingles
 the tank cleaning water and storm water runoff at the settling
 tanks and  it is  difficult to ascribe costs  to  each  individual
 source. It is estimated that the annual solids removal costs are
 $1500. A very high estimate is  that 25% of the solids come
 from the tank cleaning operation.

 Table 2 shows the opportunities for waste minimization recom-
 mended for the  facility. The  type of waste, the  minimization
 opportunity, the possible waste reduction and associated sav-
 ings, and the implementation cost along with the  payback time
 are given in the table. The quantities of waste currently gener-
 ated  at the  facility and possible waste reduction depend on the
 level of activity of the facility.  All values should be considered
 in that context. It must be frankly stated that any waste reduc-
 tion option  at this facility will result in no savings by standard
 calculation  methods. It will be  a net cost to evaluate  and  install
 any new procedures and technology. Not every  pollution pre-
 vention option necessarily results in a cost savings. However,
 other savings  not  quantifiable by this study include a wide
 variety of possible future  costs  which  will be incurred  if  the
 facility cannot discharge into the stream, or costs which may
 be incurred as a  result of cleanup liability in the future.

 As discussed previously,  the  pollution  prevention  challenge
 identified at this facility has to do  with the cause and  resolution
 of the gray color in the  effluent  water from the tank cleaning
 process. It is assumed that the color represents small quantities
 of  material  which  are derived from the  plastic  pellets. Two
 possibilities were identified. It is  possible that some types of
 pellets have a water-soluble additive which is removed by  the
 water used  in the cleaning.  This was considered  to  be a
 remote possibility,  however, based  upon the relatively  small
 quantity of pellets which  remain in the tanks and  the relatively
 large volume of water which is used in the cleaning.

 The other possibility identified was that the color actually results
 from the presence of powdery fines from the pellets themselves.
 Such fines  could  result  from  grinding  of the  pellets against
 each  other while  they bump along the road as well  as during
 filling and emptying procedures.  Such  fines are  likely to  be
 electrostatically charged  and  retained on  the  surface of the
                                      tank. Alternatively,  the  pellet  rubbing  could  occur during the
                                      actual cleaning operation.  This  was  seen  as a less  likely
                                      possibility for the same reasons as described  above—the small
                                      quantity of pellets which remain in the tank prior to the cleaning
                                      operation.

                                      One pollution  prevention possibility is  to develop a system to
                                      allow recycling of the water used in  the cleaning operation.
                                      Presumably the fines (if that is the explanation) will settle out,
                                      given enough time. They could also be  removed  by  filtration,
                                      coagulation, orflocculation. It appears uneconomical to construct
                                      a treatment system for this application. Addition of a storage
                                      tank with a second and finer filter to be used after the  bag filter
                                      may address this situation. The water could be reused several
                                      times because its function  in  this application is  primarily to
                                      push material.

                                      Another option which should be  evaluated is to remove any
                                      fines which  may be adhering to the walls of the tank  using air
                                      rather than  water. Use  of a directional nozzle, similar to that
                                      used presently to direct water streams, could  assure coverage
                                      of the entire interior of the tank. It would be necessary to have
                                      a fine filter,  and preferably a high  volume vacuum filter  at the
                                      exit  port of the tank to capture  the  fines  which would  be
                                      passing out of the tank. Because of the potential for electrostatic
                                      charges on the fines, it may be preferable to ground the tank to
                                      dissipate this charge.


                                      Regulatory Implications
                                      There do not  seem to  be  significant  regulatory implications
                                      which would impede pollution prevention initiatives at this facility.
                                      It is  likely that increased emphasis on  the  quality of  water
                                      discharged directly to the stream will encourage pollution pre-
                                      vention at this facility. Careful and regular attention should be
                                      given to discharge requirements to assure compliance with all
                                      regulations.

                                      This  Research Brief summarizes a part  of the work done under
                                      cooperative  Agreement  No. CR-815165 by the New Jersey
                                      Institute of Technology under  the sponsorship of the  New
                                      Jersey Department  of Environmental Protection and  Energy
                                      and the U.S. Environmental Protection Agency.  The EPA Project
                                      Officer was Mary Ann Curran. She can  be reached  at:

                                              Pollution Prevention Research Branch
                                              Risk Reduction  Engineering Laboratory
                                              U.S. Environmental  Protection  Agency
                                              Cincinnati, OH 45268
                                     * Mention of trade names or commercial products does not constitute endorse-
                                      ment or recommendation for use.
Table 1.  Summary of Current Waste Generation
Waste Generated
Aqueous Discharge to
 Settling Tank
                         Source of Waste
                               Annual Quantity
                                 Generated
                     Annual Waste
                  Management Costs
Effluent from the tank cleaning
  operation
2,500,000 gal
$375
                                                                           GOVERNMENT PRINTING OFFICE: 1994 - 550-4*7/80161

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Table 2.  Summary of Recommended Waste Minimization Opportunities
Waste Stream
Reduced
 Minimization Opportunity
 Annual Waste Reduction
 Quantity        Percent
Tank Cleaning Effluent
Installation of storage tank,
filter, and pump to allow
removal of the fines and recycling
of the water. *
2,000,000 gal
     Net     Implementation   Payback
Annual Savings    Cost         Years *
                                                                            80
    $300
$10,000
                                                                                                                   33
                        Installation of air pressure/
                        vacuum recovery system for
                        removal of fines from the tank.
                        It is not known if all of the
                        pellets could be removed in this
                        way as well. It is possible that
                        the water wash could be eliminated.
                                                    Assume that water wash is
                                                    still needed, then there will
                                                    be no savings. If it is not
                                                    needed, then the savings will
                                                    be 100%.
                                             4,000
                                                                                                                    0-13
* Savings result from reduced raw material and treatment and disposal costs when implementing each minimization opportunity independently.
 This option reduces the amount of fresh water needed but does not reduce water usage or contamination by fines.
   United States
   Environmental Protection Agency
   Center for Environmental Research Information
   Cincinnati, OH 45268

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