ASTM D5013-89(2009)
(Practice)Standard Practices for Sampling Wastes from Pipes and Other Point Discharges
Standard Practices for Sampling Wastes from Pipes and Other Point Discharges
SIGNIFICANCE AND USE
The procedure outlined in these practices are guides for obtaining descriptive samples of solid, semisolid and liquid waste from flowing streams, and incorporate many of the same procedures and equipment covered in the Referenced Documents. These practices by themselves will not necessarily result in the collection of samples representative of the total waste mass. The degree to which samples describe a waste mass must be estimated by application of appropriate statistical methods and measures of quality assurance. It is recommended that those practices be used in conjunction with Guide D 4687.
SCOPE
1.1 Those practices provide guidance for obtaining samples of waste at discharge points from pipes, sluiceways, conduits, and conveyor belts. The following are included:
Sections Practice A—Liquid or Slurry Discharges
Practice B—Solid or Semisolid Discharges7 through 9
10 through 12
1.2 These practices are intended for situations in which there are no other applicable ASTM sampling methods (see Practices D 140 and D 75) for the specific industry.
1.3 These practices do not address flow and time-proportional samplers and other automatic sampling devices.
1.4 Samples are taken from a flowing waste stream or moving waste mass and, therefore, are descriptive only within a certain period. The length of the period for which a sample is descriptive will depend on the sampling frequency and compositing scheme.
1.5 It is recommended that these practices be used in conjunction with Guide D 4687.
1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. See Section 5 for more information.
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Designation: D5013 − 89(Reapproved 2009)
Standard Practices for
Sampling Wastes from Pipes and Other Point Discharges
This standard is issued under the fixed designation D5013; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope 2.2 Other Document:
EPA-SW-846 Test Methods for Evaluating Solid Waste,
1.1 Those practices provide guidance for obtaining samples
Physical/Chemical Methods
of waste at discharge points from pipes, sluiceways, conduits,
and conveyor belts. The following are included:
3. Summary of Practices
Sections
3.1 The variability of the waste stream is first determined
PracticeA—Liquid or Slurry Discharges 7 through 9
Practice B—Solid or Semisolid Discharges 10 through 12 based on (1) knowledge of the processes producing the stream,
or (2) the results of a preliminary investigation of the waste
1.2 These practices are intended for situations in which
stream’s variability. A sampling design is then developed that
there are no other applicable ASTM sampling methods (see
considers the waste stream’s variability, the time frame the
Practices D140 and D75) for the specific industry.
sample is to represent, and the precision and accuracy required
1.3 These practices do not address flow and time-
for waste analysis or testing. The actual sampling procedure
proportional samplers and other automatic sampling devices.
consists of obtaining several grab samples from the moving
1.4 Samples are taken from a flowing waste stream or
stream or mass for analysis or testing.
moving waste mass and, therefore, are descriptive only within
4. Significance and Use
a certain period. The length of the period for which a sample is
descriptive will depend on the sampling frequency and com-
4.1 The procedure outlined in these practices are guides for
positing scheme.
obtaining descriptive samples of solid, semisolid and liquid
waste from flowing streams, and incorporate many of the same
1.5 It is recommended that these practices be used in
procedures and equipment covered in the Referenced Docu-
conjunction with Guide D4687.
ments. These practices by themselves will not necessarily
1.6 This standard does not purport to address all of the
result in the collection of samples representative of the total
safety concerns, if any, associated with its use. It is the
waste mass. The degree to which samples describe a waste
responsibility of the user of this standard to establish appro-
mass must be estimated by application of appropriate statistical
priate safety and health practices and determine the applica-
methods and measures of quality assurance. It is recommended
bility of regulatory limitations prior to use. See Section 5 for
that those practices be used in conjunction with Guide D4687.
more information.
5. Hazards
2. Referenced Documents
5.1 In all sampling practices, safety should be the first
2.1 ASTM Standards:
consideration. Personnel involved in the sampling should be
D75 Practice for Sampling Aggregates
fully aware of, and take precautions against, the presence of
D140 Practice for Sampling Bituminous Materials
toxic or corrosive gases, the potential for contact with toxic or
D4687 Guide for General Planning of Waste Sampling
corrosive liquids or solids, and the dangers of moving belts,
E882 Guide for Accountability and Quality Control in the
conveyors, or other mechanical equipment. Guidance on waste
Chemical Analysis Laboratory
sampling safety can be found in Guide D4687.
6. Sampling Design
These practices are under the jurisdiction of ASTM Committee D34 on Waste
Management and are the direct responsibility of Subcommittee D34.01.02 on
6.1 The frequency of sampling and the number of compos-
Sampling Techniques.
ites required to obtain a sample of the waste will depend on the
Current edition approved Feb. 1, 2009. Published March 2009. Originally
following:
approved in 1989. Last previous edition approved in 2003 as D5013-89(2003). DOI:
10.1520/D5013-89R09. 6.1.1 Time variability of the waste composition,
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on Available from Superintendent of Documents, U.S. Government Printing
the ASTM website. Office, Washington, DC 20402.
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D5013 − 89 (2009)
6.1.2 Time span which the sample is to represent, and 6.4.1 Sample handling quality control by carrying a blank
6.1.3 Precision of waste analysis that is required, for sample through all of the sampling and analytical steps, and
example, if a hazardous constituent is present in the waste at
6.4.2 User should be aware of the laboratories’ internal
levelsneartheregulatorylimitoranotherlimitofconcern,then
quality control procedures. More rigorous quality control/
better precision will be required than if the levels are well
qualityassuranceproceduresmayberequireddependingonthe
below or well above the limits of concern.
particular goals of the sampling program. For further informa-
6.2 The processes that produce the waste will largely dictate
tion on quality control/quality assurance, see Guide E882 and
the variability in the composition of the waste. If the processes
EPA-SW-846.
are known to be constant and reliable, then fewer samples
6.5 A sampling plan should be prepared prior to sampling.
should be required than from a highly variable process.
The plan should describe such things as (a) safety procedures;
6.3 To obtain a descriptive sample of the waste, the concen-
(b) sampling design, including number and location of
tration levels and approximate variation in the waste compo-
samples; (c) quality assurance procedures; (d) apparatus; (e )
sition should first be estimated. In some cases, a rough estimate
sampling procedures; and (f) sampling labeling. The details of
can be made based on knowledge of the processes that produce
the sampling procedure should consider all aspects of the
thewaste.Inothercases,resultsfromprevioussamplingefforts
specific discharge, including pipe diameter, velocity, rate of
can be used to estimate waste composition and variability. A
discharge, solids content of the discharge, requirements for
preliminary pilot sampling effort may be necessary to establish
gra
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