&EPA
         United States
         Environmental Protection
         Agency
            Office of Research and
            Development
            Washington, DC 20460
. EPA/600/R-92/121
 November 1992
Methods for the
Determination of
Chemical Substances in
Marine and Estuarine
Environmental Samples

-------

-------
                                                EPA/600/R-92/121
                                                November 1992
Methods for the Determination of Chemical Substances in
     Marine and Estuarine Environmental Samples
          Environmental Monitoring Systems Laboratory
              Office of Research and Development
             U.S. Environmental Protection Agency
                    Cincinnati, OH 45268
                                              Printed on Recycled Paper

-------
                                         Disclaimer
             This manual has been reviewed by the Environmental Monitoring Systems Laboratory -
          Cincinnati, U.S. Environmental Protection Agency, and approved for publication. Mention of
          trade names or commercial products does not constitute endorsement or recommendation
          for use.
Revision 1.0  November 1992

-------
                                  Foreword
    Environmental measurements are required to determine the quality of ambient waters
and the character of waste effluents. The Environmental Monitoring Systems Laboratory -
Cincinnati (EMSL-Cincinnati) conducts research to:

     •  Develop and evaluate analytical methods to identify and measure the concentration
       of chemical pollutants in marine and  estuarine waters, drinking waters, surface
       waters, ground waters, wastewaters, sediments, sludges, and solid wastes.

     •  Investigate methods for the identification and measurement of viruses, bacteria, and
       other microbiological organisms in aqueous samples and to determine the responses
       of aquatic organisms to water quality.

     •  Develop and operate a quality assurance program to support the achievement of data
       quality objectives in measurements of pollutants in marine and estuarine waters,
       drinking waters, surface waters, ground waters, wastewaters, sediments, and solid
       wastes.

     •  Develop methods and models to detect  and quantify responses in aquatic and
       terrestrial organisms  exposed to environmental stressors and  to correlate the
       exposure with effects on chemical and biological indicators.

    This  EMSL-Cincinnati publication, "Methods for the Determination of Chemical Sub-
stances in Marine and Estuarine Environmental Samples" was prepared as the continuation
of an initiative to gather together under a single cover a compendium of standardized
laboratory analytical methods for the determination of nutrients, metals and organics  in
marine matrices. It is the goal of this initiative that the methods that appear in this manual will
be multilaboratory validated. We are pleased to provide this manual and believe that it will
be of considerable value to many public and private laboratories involved in marine studies
for regulatory or other reasons.
                                          Thomas A. Clark, Director
                                          Environmental Monitoring Systems
                                          Laboratory - Cincinnati
                                       HI

                                                                 Revision 1.0  November 1992

-------
                                             Abstract


              This manual contains seven methods  for determination of nutrients, metals, and
           chlorophyll. Methods 353.4, revision 1.2, and 365.5, revision 1.3, for the measurement of
           nitrite + nitrate and orthophosphate, respectively, appeared in the 1991 interim manual.
           Since then they have undergone multiiaboratory validation studies. Method 365.5 performed
           well in the study and multiiaboratory data are presented in the revision of the method that
           appears here. The performance of Method 353.4 in the study indicated that the cadmium
           reduction column chemistry and maintenance require further investigation. The method has
           been retained in this manual sothatfurthertesting can continue using a standardized method
           description.

              Method 440.0 for measurement of total particulate carbon and nitrogen is based upon
           a well  established  combustion technique. Procedures for partitioning the organic and
           inorganic fractions of carbon are also presented. A multiiaboratory study is in progress, and
           the results will be included in a subsequent revision of the method.

              The three metals methods represent current state-of-the-science in metals measure-
           ments. Two of the methods are graphite furnace atomic absorption techniques and the third
           uses inductively coupled plasma mass spectrometry. Single laboratory performance data
           are included in the methods. Although few laboratories currently have the instrumentation
           capabilities to perform all of these methods, it is extremely important to present them in order
           to stimulate the development of laboratory capability before multiiaboratory studies can be
           conducted.

              Method 445.0 is for the determination of chlorophyll a and the pheopigments using
           fluorescence detection. This method has been used for many years for low level measure-
           ment of chlorophyll. The method was evaluated using two natural water samples of primarily
           green and blue-green algae.

              The numbering of methods was correlated'with previous EMSL-Cmcinnati methods
           whenever possible. The metals methods are 200 series, the nutrients nitrite + nitrate and
           orthophosphate are 300 series, and the particulate  carbon and nitrogen, and chlorophyll
           methods are 400 series.
                                                  iv

Revision 1.0  November 1992

-------
                                  Contents
Disclaimer	

Foreword	

Abstract	

Acknowledgments

Introduction	,
   Page

  ....ii

  ...iii

  ...iv

  ...vi

  ....1
Method
Number                      Title

200.10         Determination of Trace Elements in
               Marine Waters by On-Line Chelation
               Preconcentration and Inductively
               Coupled Plasma - Mass Spectrometry

200.12         Determination of Trace Elements in
               Marine Waters by Stabilized Temperature
               Graphite Furnace Atomic Absorption

200.13         Determination of Trace Elements in
               Marine Water by Off-Line Chelation
               Preconcentration with Graphite Furnace
               Atomic Absorption

353.4          Determination of Nitrite + Nitrate in
               Estuarine and Coastal Waters by
               Automated Colorimetric Analysis

365.5          Determination of Orthophosphate in
               Estuarine and Coastal Waters by
               Automated Colorimetric Analysis

440.0          Determination of Carbon and Nitrogen
               in Sediments and Particulates of Estuarine/
               Coastal Waters Using Elemental Analysis

445.0          In Vitro Determination of Chlorophyll a and
               Pheophytin a in Marine and Freshwater
               Phytoplankton by Fluorescence
Revision

  1.6
  1.0
  1.0
  1.3
   1.4
   1.4
   1.1
                                                                 Revision 1.0  November 1992

-------
                                     Acknowledgments
              This methods manual was prepared by the Inorganic Chemistry Branch of the Chemistry
          Research Division, Environmental Monitoring  Systems Laboratory - Cincinnati  (EMSL-
          Cincinnati). Individual manuscripts were prepared by the combined efforts of many people.
          The nutrient methods  were prepared by Carl Zimmermann and Carolyn Keefe at the
          Chesapeake Biological Laboratory, University of Maryland, with the editorial assistance of
          Jerry Bashe and Stephen Long of Technology Applications, Inc. Additional contributions by
          James Longbottom, EMSL-Cincinnati, and Kenneth Edgell, The Bionetics Corporation, in the
          preparation and distribution of quality control samples and statistical evaluation of the data
          are very much appreciated.

              The chlorophyll method evaluation was aided by the technical contributions  of Gary
          Collins and Cornelius Weber both in EMSL-Cincinnati. Their expertise was and continues to
          be greatly appreciated. We would also like to thank John Macauley, Environmental Research
          Laboratory, Gulf Breeze,  Florida,  who provided  400 chlorophyll samples from Lake
          Pontchatrain, Louisiana. Those samples have allowed issues beyond chlorophyll measure-
          ment by fluorescence detection to be explored.

              Diane Schirmann  and Patricia  Hurr  provided invaluable assistance in manuscript
          production. Diane has no doubt read this manual more times than anyone else involved in
          its production. Their contributions were significant, and we thank them.

              The  overall USEPA effort to standardize  analytical methods for use in the marine
          environment was identified as a need and championed by the USEPA  regions. The staff at
          Region 2 and Region 3 were, and continue to be, instrumental in identifying resources for this
          project. They provided insight from  the  regional  perspective  and served  as technical
          advisors. Their reviews and comments to these methods were invaluable.
                                                 vi

Revision 1.0  November 1992

-------
                                Introduction

    During 1988, the coastal regions, led by Regions 2 and 3, began organizing and
compiling a list of analytical methods research needs specific to the marine and estuarine
monitoring community. In  January 1990,  after conducting an extensive survey, the 10
Regional Environmental Services Division  Directors produced a document that contained
seven marine and estuarine analytical methods research needs. This document was widely
distributed and has been the basis for ordering research priorities. In May 1990, Regions 2
and 3, with support from the Office of Marine and Estuarine Protection (since renamed Office
of Wetlands, Oceans, and Watersheds), held a workshop in Annapolis, Maryland, to bring
together investigators from the marine and estuarine monitoring programs, representatives
and experts from the private sector, and others with an interest in the marine environment.
Their goals were to establish a network for  technical exchange, restate analytical methods
needs, and set a course of action. Toward that  end, four workgroups were formed: (1)
Nutrients, Demand, and Chlorophyll; (2) Metals;  (3) Organics; and (4)  Biologicals.  Each
workgroup was "charged with the collection, assembly, review, and evaluation of existing
analytical methods and standard reference materials (SRMs) in saline water, sediments and
biologicals."  When methods or SRMs were identified, the workgroups were to present
recommendations to the Office of Research and Development (ORD) for funding and further
investigation. Nutrient methods and SRMs received the highest priority for immediate work.

    In March 1991, William L. Budde (Director, Chemistry Research Division) and  Larry
Lobring (Chief, Inorganic Chemistry Branch)  participated  in a meeting at Region 2 with
Barbara Metzger (Director, Environmental  Services Division, Region 2), members of her
staff,  Claudia Walters (Chesapeake Bay Program, Region 3), Bettina Fletcher (Regional
Operations, HQ), and Rich Pruell (Environmental Research Laboratory, Narragansett). The
purpose of the meeting was to discuss priorities and planning for analytical methods research
and development. The following immediate priorities were named from  the seven priority
items established by the regions in January  1990: (1) orthophosphate, nitrite + nitrate,
paniculate nutrients, and preservation studies; (2) nutrient reference materials; and  (3)
chlorophyll.

    Larry Lobring, as Principal Investigator within ORD for the Marine Methods Initiative,
subcontracted through Technology Applications, Inc., the Chesapeake Biological Laboratory
(CBL) at the University of Maryland to evaluate the orthophosphate and nitrite  + nitrate
methods. CBL performed single-laboratory validation of the methods, wrote them in EMSL-
Cincinnati format, and aided in the design  and execution of the multilaboratory validation
studies. In September 1991, an interim manual containing these two nutrient methods was
delivered by  EMSL-Cincinnati to all interested parties for review and comment.

    During the last year, reviews of the nutrient methods have been duly noted, results of the
two multilaboratory validation studies have been evaluated, key personnel have changed
within EMSL-Cincinnati, and a subsequent meeting between  EMSL-Cincinnati and the
regions has reestablished priorities and renewed commitments by both parties to the mission
of this initiative. William L.  Budde, who replaced  Larry Lobring as Principal Investigator,
appointed Elizabeth J. Arar as the lead investigator for the nutrient methods, John T. Creed
as lead investigator for the metals methods, and James W.  Eichelberger as the lead
investigator for the organics methods development effort. This team is responsible for current
research in this area and the methods in this manual.
                                       vii

                                                                 Revision 1.0  November 1992

-------
              The principal aim of this manual is to bring together under one cover a suite of analytical
          methods specifically adapted or developed for the examination of marine and estuarine
          environmental samples. Three of the methods presented here are adaptations of analytical
          techniques that, for many years, have been  used routinely by the marine community.
          Hallmarks of the methods that appear in this manual, however, are the integrated quality
          control/quality assurance requirements, the use of standardized terminology, and the use of
          the Environmental Monitoring Management Council (EMMC) methods format. The manda-
          tory demonstration  of laboratory capability and the continuing checks on method perfor-
          mance ensure the quality and comparability of data reported by different laboratories and
          programs. Another distinction of this manual is the eventual multilaboratory validation study
          of each method.

              Multilaboratory validation studies testthe ruggedness of methods, provide single-analyst
          and multilaboratory  precision and accuracy statements and method detection limits that are
          "typical" of what most laboratories can achieve. Methods that reach this level  of evaluation
          have been thoroughly investigated by a single laboratory and have usually been informally
          adopted as standard methods by the analytical community. Method 365.5, "Determination of
          Orthophosphate in  Estuarine and Coastal Waters by Automated Colorimetric Analysis," a
          widely accepted method in the marine community, performed quite well in a multilaboratory
          study. Atable has been added to the method to summarize single-analyst and multilaboratory
          precision and accuracy of the method for three water matrices. As a result of the  study, pooled
          method detection limits for Orthophosphate in a wide range of water salinities have also been
          added to the method.

               On the other hand, Method 353.4, "Determination of Nitrite + Nitrate in Estuarine and
          Coastal Waters by Automated Colorimetric Analysis," did not give acceptable multilaboratory
          results, and it must return to the development phase. Method 353.4, despite its wide
          acceptance and routine use in the marine community, failed the ruggedness test when 50%
          of the participating  laboratories in the multilaboratory study returned unacceptable data.
          Their data suggest that the cadmium reduction column chemistry and maintenance require
          further investigation. The method, nonetheless,  appears in this manual with appropriate
          caveats for the user so that further testing can continue using a standardized method
          description.

               Method 440.0 for paniculate carbon and nitrogen uses a well established combustion
          technique and is currently undergoing multilaboratory validation. The results from that study
          will be incorporated into the next revision of this manual.

               Method 445.0 for the in vitro determination of chlorophyll a and the pheopigments using
          fluorescence detection was  evaluated using primarily freshwater phytoplankton samples.
           We do not believe this prohibits its inclusion in a marine methods manual since the analytical
           steps are the same  regardless of algae classification. An effort was made to include a review
           of the current pertinent literature on chlorophyll measurement. A visible spectrophotometric
           method for chlorophyll a, b, and c and the carotenoids is not included in this edition  of the
           manual because more research is required for a thorough evaluation of this method.

               The three metals methods presented here  represent current state-of-the-science in
           metals measurement and are suitable for low-level concentrations in high salinity waters. The
           two methods that use the chelation preconcentration chromatography system offer dete ction
           limits roughly an order of magnitude lower than their conventional counterpart methods. As
           the instrumentation for these techniques becomes more prevalent in analytical laboratories,
           the methods will undergo multilaboratory validation studies.

               This manual should be viewed as a living document, with methods for organics, nutrients,
           and  metals continually being added, updated, revised, and validated. There is also much
                                                  viii
Revision 1.0  November 1992

-------
work to be done in assuring the provision of SRMs and quality control samples to the marine monitoring
community. The energy to sustain this long-term effort comes from the commitment of personnel in Regions
2 and 3 and in EMSL-Cincinnati to the goals set by the coastal regions in 1990. We encourage users of the
methods in this manual to share their experiences with us and to obtain new editions of the manual as they
become available.

    The methods in this manual are not intended to be specific for any single USEPA regulation, compliance
monitoring program, or specific study. In the past, manuals have been developed and published that respond
to specific regulations, such as the Safe Drinking Water Act (SDWA),  or to special studies, such as the
Environmental Monitoring and Assessment  Program (EMAP) Near Coastal Demonstration Project. These
methods are, however, available for incorporation into regulatory programs that require the measurement of
nutrients and metals in marine waters.
                      Elizabeth J. Arar, William L Budde, and Larry B. Lobring
                                 Chemistry Research Division
                                       November 1992
                                              ix

                                                                      Revision 1.0  November 1992

-------

-------
                    Method 200.10
Determination of Trace Elements in Marine Waters by
 On-Line Chelation Preconcentration and Inductively
        Coupled Plasma - Mass Spectrometry
                     Stephen E. Long
               Technology Applications, Inc.

                          and

                   Theodore D. Martin
                Inorganic Chemistry Branch
                Chemistry Research Division
                      Revision 1.6
                     November 1992
                        Edited by
                      John T. Creed
         Environmental Monitoring Systems Laboratory
             Office of Research and Development
            U.S. Environmental Protection Agency
                   Cincinnati, OH 45268
                        200.10-1
                                                Revision 1.6  November 1992

-------
                                         Method 200.10
                                                 i.

      Determination of Trace Elements in Marine Waters by On-Line Chelation
       Preconcentration and Inductively Coupled Plasma - Mass Spectrometry
1.0  Scope and Application
1.1  This  method  describes  procedures  for
preconcentration and determination of total recoverable
trace elements  in marine waters, including estuarine
water, seawater, and brines.

1.2  Acid solubiiization is required prior to the determi-
nation of total recoverable elements to facilitate break-
down of complexes or colloids that might influence trace
element recoveries. This method should only be used for
preconcentration and determination of trace elements in
aqueous samples.

1.3  This method is applicable to the following  ele-
ments:
Element
Chemical Abstracts Service
 Registry Numbers (CASRN)
Cadmium
Cobalt
Copper
Lead
Nickel
Uranium
Vanadium
(Cd)
(Co)
(Cu)
(Pb)
(Ni)
(U)
(V)
7440-43-9
7440-48-4
7440-50-8
7439-92-1
7440-02-0
7440-61-1
7440-62-2
 1.4   Method detection limits (MDLs) forthese elements
will be dependent on the specific instrumentation em-
ployed and the selected operating conditions. However,
the MDLs should be essentially independent of the matrix
because elimination of the matrix is a feature of the
method. Reagent water MDLs, which were determined
using the procedure described in Section 9.2.4, are listed
in Table 1.

 1.5   A minimum of 6-months experience in the use of
commercial instrumentation for  inductively coupled
plasma mass spectrometry (ICP-MS) is recommended.

2.0  Summary of Method
2.1   This method is  used to preconcentrate trace ele-
ments using an iminodiacetate functionalized chelating
resin.1-2 Following acid solubiiization, the sample is buff-
ered prior to the chelating  column using an on-line
system. Groups 1 and II metals, as well as most anions,
are selectively separated from the analytes by elution
with ammonium  acetate at pH 5.5. The  analytes are
subsequently eluted into a simplified matrix consisting of
dilute nitric acid and are determined by ICP-MS using a
directly coupled on-line configuration.
 2.2   The determinative step in this method is
 MS.3-5 Sample material in solution is introduced by
 pneumatic nebulization into a radiofrequency plasma
 where energy transfer processes cause desolvation,
 atomization and ionization. The ions are extracted from
 the plasma through a differentially pumped vacuum
 interface and separated on the basis of their mass-to-
 charge ratio by a quadrupole mass spectrometer hav-
 ing a minimum resolution capability of 1 amu peak width
 at 5% peak height. The ions transmitted through the
 quadrupole are registered by a continuous dynode elec-
 tron multiplier or Faraday detector and the ion informa-
 tion is processed by a data handling system.  Interfer-
 ences relating  to the technique  (Section 4) must be
 recognized and corrected. Such  corrections must in-
 clude compensation for isobaric elemental interferences
 and interferences from polyatomic ions derived from the
 plasma gas, reagents or sample maitrix. Instrumental
 drift must be corrected for by the use of internal standard-
 ization.

 3.0  Definitions
 3.1  Calibration Blank (CB) — A volume  of reagent
 water fortified with the same matrix as the  calibration
 standards but without the analytes, internal standards, or
 surrogate analytes.

 3.2  Calibration Standard (CAL) — A solution pre-
 pared from the primary dilution standard solution or stock
 standard solutions and the internal standards and surro-
 gate analytes. The CAL solutions are used to calibrate
 the instrument response with respect to analyte concen-
 tration.

 3.3  Instrument Detection Limit (IDL) — The mini-
, mum quantity of analyte or the concentration equivalent
 that gives an analyte signal equal to three times the
 standard deviation of the background signal at the se-
 lected wavelength,  mass,  retention time, absorbance
 line, etc.

 3.4  Instrument Performance Check Solution
 (IPC) — A solution of one or more method analytes,
 surrogates, internal standards, or othertest substances
 used to evaluate the performance of the instrument
 system with respect to a defined set of criteria.

 3.5  Internal Standard (IS)—Apureanalyte(s) added
 to a sample, extract, or standard solution in known
 amount(s) and used to measure the relative responses
 of other method analytes and surrogates that are compo-
 nents of the same sample or solution. The internal
 standard must be an analyte that is not a sample compo-
 nent.
                                              200.10-2
Revision 1.6  November 1992

-------
3.6   Laboratory Fortified Blank (LFB)—An aliquot of
reagent water or other blank matrices to which known
quantities of the method analytes are added in the
laboratory. The LFB is analyzed exactly like a sample,
and its purpose is to determine whether the methodology
is in control and whether the laboratory is capable of
making accurate and precise measurements.

3.7   Laboratory Fortified Sample Matrix  (LFM) —
An aliquot of an environmental sample to which known
quantities of the method analytes are added in the
laboratory. The LFM is analyzed exactly like a sample,
and  its  purpose  is to  determine whether the sample
matrix contributes  bias to the  analytical results. The
background concentrations of the analytes in the sample'
matrix must be determined in a separate aliquot and the
measured values in the LFM corrected for background
concentrations.

3.8   Laboratory Reagent Blank (LRB)—An aliquot of
reagent water or other blank matrices that are treated
exactly as a sample including exposure to all glassware,
equipment, solvents, reagents, internal standards, and
surrogates that are used with other samples. The LRB is
used to determine if method analytes or other interfer-
ences are present in the laboratory environment, the
reagents, or the apparatus.

3.9   Linear Dynamic Range (LDR) — The absolute
quantity or concentration  range over which the instru-
ment response to an analyte is linear.

3.10  Material Safety Data Sheet (MSDS) — Written
information provided by vendors concerning a chemical's
toxicity,  health hazards,  physical properties, fire, and
reactivity data including storage, spill, and handling pre-
cautions.

3.11  Method Detection Limit (MDL)—The minimum
concentration of an analyte that can be identified, mea-
sured, and reported with 99% confidence that the analyte
concentration is greater than zero.

3.12  Quality Control Sample (QCS) — A solution of
method analytes of known concentrations that is used to
fortify an aliquot of LRB or sample matrix. The QCS is
obtained from a source external to the laboratory and
different from the source of  calibration  standards. It is
used to check laboratory performance with externally
prepared test materials.

3.13  Stock Standard Solution (SSS) — A  concen-
trated solution containing one or more method analytes
prepared in the laboratory using assayed reference ma-
terials or purchased from a reputable commercial source.

3.14  Total Recoverable Analyte (TRA) — The con-
centration of analyte determined to be in either a solid
sample or an unfiltered aqueous sample following treat-
ment by refluxing  with hot  dilute  mineral acid(s)  as
specified in the method.

3.15  Tuning Solution (TS)—A solution that is used to
adjust instrument performance prior to calibration and
sample analyses.
4.0  Interferences
4.1   Several interference sources may cause inaccura-
cies in the determination of trace elements by ICP-MS.
These are:

4.1.1 Isobaric elemental interferences—Are caused by
isotopes of different elements that form singly or doubly
charged ions of the same nominal mass-to-charge ratio
and that cannot be resolved by the mass spectrometer in
use. All  elements determined by this method have, at a
minimum, one isotope free of isobaric elemental interfer-
ence. The analytical isotopes recommended for use with
this method are listed in Table 1.

4.1.2 Abundance sensitivity— Is a property defining the
degree to which the wings of a mass peak contribute to
adjacent masses. The abundance sensitivity is affected
by ion energy and quadrupole operating pressure. Wing
overlap  interferences may result when a small ion peak
is being measured adjacent to a large one. The potential
for these interferences should be recognized and  the
spectrometer resolution adjusted to minimize them.

4.1.3 Isobaric polyatomic ion interferences—Are caused
by ions consisting of more than one atom that have  the
same nominal mass-to-charge ratio as the isotope of
interest  and that cannot be resolved by the mass spec-
trometer in use. These ions are commonly formed in  the
plasma or interface system from support gases or sample
components. Such interferences must be recognized,
and  when they cannot be avoided by the selection of
alternative analytical isotopes, appropriate corrections
must be made to the data. Equations for the correction of
data should be established at the time of the analytical
run sequence as the polyatomic ion interferences will be
highly dependent on the sample matrix and chosen
instrument conditions.

4.1.4 Physical interferences — Are associated with  the
physical processes that govern the transport of sample
into  the plasma, sample conversion  processes in  the
plasma, and the transmission of ions through the plasma-
mass spectrometer interface. These interferences may
result in differences between instrument responses for
the sample and the calibration standards. Physical inter-
ferences may occur in the transfer of solution to  the
nebulizer (e.g., viscosity effects), at the point of aerosol
formation and  transport  to the plasma (e.g., surface
tension), or during excitation and ionization processes
within the plasma itself. Internal standardization may be
effectively used to compensate for many physical inter-
ference  effects.6 Internal standards ideally should have
similar analytical behavior to the elements being deter-
mined.

4.1.5 Memory interferences— Result when isotopes of
elements in a previous sample contribute to the signals
measured in a new sample. Memory effects can result
from sample deposition on the sampler and skimmer
cones and from the buildup of sample material in the
plasma torch and spray chamber. The site where these
                                               200.10-3
                                                                           Revision 1.6  November 1992

-------
effects occur is dependent on the element and can be
minimized by flushing the system with a rinse blank
between samples. Memory interferences from the che-
lating system may be encountered especially after ana-
lyzing a sample containing high concentrations of the
anaiytes. A thorough column rinsing sequence following
elution of the anaiytes is necessary to minimize such
interferences.
4.2  A principal advantage of this method is the selec-
tive elimination of species giving rise to polyatomic spec-
tral interferences on certain transition metals  (e.g., re-
moval of the chloride interference on vanadium). As the
majority of the sample matrix is removed, matrix induced
physical interferences are also substantially reduced.

4.3   Low  recoveries  may be encountered  in the
preconcentration  cycle if the trace elements are
complexed by competing chelators in the sample or are
present as colloidal material. Acid solubilization pretreat-
ment is employed to improve analyte recovery and to
minimize adsorption, hydrolysis, and precipitation ef-
fects.

5.0  Safety
5.1   Each chemical reagent used in this method should.'
be regarded as a potential health hazard and exposure to
these reagents should be as low as  reasonably achiev-
able. Each laboratory is responsible for maintaining a
current awareness file of OSHA regulations regarding
the  safe handling of the chemicals  specified in this
method.7-8 A reference  file of  material data handling
sheets should also be available to all personnel involved
in the chemical analysis.
5.2  Analytical plasma sources emit radiofrequency
radiation in addition to  intense UV radiation. Suitable
precautions should be taken to protect personnel from
such hazards.
5.3  The acidification of samples  containing reactive
materials may result in the release of toxic gases, such as
cyanides or sulfides. Acidification of samples should be
performed in a fume hood.
5.4  All personnel  handling  environmental samples
known to contain or to have been in  contact with human
waste should be  immunized against known disease
causative agents.
5.5   It is the responsibility of the user of this method to
comply with relevant disposal and waste regulations. For
guidance see  Sections 14.0 and 15.0.

6.0  Equipment and Supplies
 6.1   Preconcentration System—System containing
 no metal parts in the analyte flow  path, configured as
shown in Figure 1. •

 6.1.1  Column—Macroporous iminodiacetate chelating
 resin (Dionex  Metpac CC-1 or equivalent).'
6.1.2 Sample loop— 10-mL loop constructed from nar-
row bore, high-pressure inert tubing, Tefzel ethylene
tetra-fluoroethylene (ETFE) or equivalent.

6.1.3 Eluent pumping system (P1) — Programmable
flow, high pressure pumping system, capable of deliver-
ing either one of two eluents at a pressure up to 2000 psi
and a flow rate of 1-5 mL/min.

6.1.4 Auxiliary pumps — On line buffer pump (P2),
piston pump (Dionex QIC pump or equivalent) for deliv-
ering 2M ammonium acetate buffer solution; carrierpump
(P3), peristaltic pump (Gilson Minipuls or equivalent) for
delivering 1% nitric acid carrier solution; sample pump
(P4), peristaltic pump for loading sample loop.

6.1.5 Control valves — Inert double stack, pneumati-
cally operated four-way slider valves with connectors.

6.1.5.1  Argon gas supply regulated at 80-100 psi.

6.1.6 Solution reservoirs— Inert containers, e.g., high
density polyethylene (HOPE), for holding eluent  and
carrier reagents.

6.1.7 Tubing— High pressure, narrow bore, inert tubing
(e.g., Tefzel ETFE or equivalent) for interconnection of
pumps/valve assemblies and a minimuim length for con-
nection of the preconcentration system to the ICP-MS
instrument.

6.2   Inductively Coupled Plasma - Mass Spectrom-
      eter

6.2.1 Instrument capable of scanning the mass range 5-
250 amu with a minimum resolution capability of 1 amu
peak width at 5% peak height. Instrument may be fitted
with a conventional or extended dynamic range detection
system.

6.2.2 Argon gas supply (high-purity grade, 99.99%).

6.2.3 A mass-flow controller on the nebulizer gas supply
is recommended. A water-cooled spray chamber may be
of benefit in reducing some types of interferences (e.g.,
polyatomic oxide species).

 6.2.4 Operating conditions—Because of the diversity of
instrument hardware, no detailed instrument operating
conditions are provided. The analyst is advised to follow
the recommended operating conditions provided by the
manufacturer.

 6.2.5 If an electron  multiplier detector is being used,
 precautions should be taken, where necessary, to pre-
vent exposure to high  ion  flux. Otherwise changes in
 instrument response or damage to the multiplier may
 result. Samples having high concentrations of elements
 beyond the  linear range  of the instrument and with
 isotopes falling within scanning windows should be di-
 luted prior to analysis.

 6.3   Labware — For the determination of trace ele-
 ments, contamination and loss are of critical concern.
 Potential contamination sources  include improperly
                                                200.10-4
 Revision 1.6   November 1992

-------
 cleaned laboratory apparatus and general contamina-
 tion within the laboratory environment. A clean laboratory
 work area, designated for trace element sample han-
 dling, must be used. Sample containers can introduce
 positive and negative errors in the determination of trace
 elements by  (1) contributing contaminants through sur-
 face desorption or leaching or (2)  depleting element
 concentrations through adsorption processes. For these
 reasons, borosilicate glass is not recommended for use
 with this method. All labware in contact with the sample
 should be cleaned prior to use. Labware may be soaked
 overnight and thoroughly washed with laboratory-grade
 detergent and water, rinsed with water, and soaked for 4
 hr in a mixture of dilute nitric  and hydrochloric acids,
 followed by rinsing with ASTM type I water and oven
 drying.

 6.3.1 Griffin  beakers, 250-mL, polytetrafluoroethylene
 (PTFE) or quartz.

 6.3.2 Storage bottles — Narrow mouth bottles, Teflon
 FEP (fluorinated ethylene propylene), or HOPE, 125-mL
 and 250-mL capacities.

 6.4   Sample Processing Equipment

 6.4.1 Air displacement pipetter — Digital pipet system
 capable of delivering volumes from 10 to 2500 \iL with an
 assortment of metal-free, disposable pipet tips.

 6.4.2 Balances—Analytical balance, capable of accu-
 rately weighing to ± 0.1 mg; top pan balance, accurate to
 ± 0.01 g.

 6.4.3 Hotplate — Corning PC100 or equivalent.

 6.4.4  Centrifuge — Steel cabinet with  guard  bowl,
 electric timer and brake.

 6.4.5  Drying oven — Gravity convection oven  with
 thermostatic control capable of maintaining 105°C+5°C.

 6.4.6 pH meter— Bench mounted or hand-held elec-
 trode system  with a resolution of ± 0.1 pH units.

 7.0   Reagents  and Standards
 7. i   Water— For all sample preparation and dilutions,
 ASTM type I water (ASTM D1193) is required.

 7.2   Reagents may contain elemental  impurities that
 might affect the integrity of analytical data. Because of
the high sensitivity of this method, ultra high-purity re-
 agents must  be  used unless otherwise specified. To
 minimize contamination, reagents should be prepared
directly in their designated containers where possible.

 7.2.1 Acetic acid, glacial (sp. gr. 1.05).

 7.2.2 Ammonium hydroxide (20%).

 7.2.3 Ammonium acetate buffer 1M, pH 5.5— Add 58
mL (60.5 g) of glacial acetic acid to 600 mL of ASTM type
water. Add 65 mL (60 g) of 20% ammonium hydroxide
 and mix. Check the pH  of the resulting solution by
 withdrawing a small aliquot and testing with a calibrated
 pH meter, adjusting the solution to pH 5.5 ± 0.1 with small
 volumes of acetic acid or ammonium hydroxide as nec-
 essary. Cool and dilute to  1 L with ASTM type I water.

 7.2.4 Ammonium acetate  buffer 2M, pH 5.5— Prepare
 as for Section 7.2.3 using  116 mL (121 g) glacial acetic
 acid and  130 mL  (120 g) 20% ammonium hydroxide,
 diluted to 1000 mL with ASTM type I water.

 Note: The ammonium acetate buffer solutions may be
       further purified by passing  them through the
       chelating column at a flow rate of 5.0  mL/min.
       With reference to Figure 1, pump the  buffer
       solution through the column using pump P1, with
       valves A and B off and valve C on. Collect the
       purified solution in a container at the waste outlet.
       Following this, elute the collected contaminants
       from the column using 1.25M nitric acid for 5 min
       at a flow rate of 4.0 mL/min.

 7.2.5   Nitric acid, concentrated (sp.gr, 1.41).

 7.2.5.1  Nitric acid  1.25M — Dilute 79 mL (112  g) cone.
 nitric acid to 1000 mL with ASTM type I water.

 7.2.5.2  Nitric acid 1 %—Dilute 10 mL cone, nitric acid to
 1000 mL with ASTM type I water.

 7.2.5.3  Nitric acid (1 +1)—Dilute 500 mLconc. nitric acid
 to 1000 mL with ASTM type I water.

 7.2.5.4  Nitric acid (1 +9) —  Dilute 100 mLconc. nitric acid
 to 1000 mL with ASTM type I water.

 7.2.6 Oxalic acid dihydrate (CASRN 6153-56-6), 0.2M
 — Dissolve 25.2 g reagent grade C2H2O4-2H2O in 250 mL
 ASTM type I water and dilute to 1000 mL with ASTM type
 I water. Caution - Oxalic acid is toxic; handle with care.

 7.3   Standard Stock Solutions— May be purchased
 from a reputable commercial source or prepared from
 ultra high-purity grade chemicals or metals (99.99 -
 99.999% pure). All salts should be dried for 1 h at 105°C,
 unless otherwise specified. (Caution- Many metal salts
 are extremely toxic if inhaled or swallowed. Wash hands
 thoroughly after handling.) Stock solutions should be
 stored in plastic bottles. The following procedures may
 be used for preparing standard stock solutions:

 Note:  Some metals, particularly those that form surface
       oxides require cleaning  prior to being weighed.
       This may be achieved by pickling the surface of
       the metal in acid. An amount in excess of the
       desired weight should  be pickled repeatedly,
       rinsed with  water, dried, and weighed until the
       desired weight is achieved.

 7.3.1 Cadmium solution, stock 1 mL = 1000  jig Cd:
 Pickle cadmium metal in (1+9) nitric acid to an exact
weight of 0.100 g.  Dissolve in  5 mL (1+1) nitric acid,
                                               200.10 - 5
                                                                            Revision 1.6   November 1992

-------
heating to effect solution. Cool and dilute to 100 mL with
ASTM type I water.

7.3.2 Cobalt solution, stock 1 mL = 1000 jig Co: Pickle
cobaltmetal in (1+9) nitricacid to an exact weight of 0.100
g. Dissolve in 5 mL (1+1) nitric  acid, heating to effect
solution. Cool and dilute to 100 mL  with ASTM type I
water.

7.3.3 Copper solution, stock 1 mL= 1000 fig Cu: Pickle
copper metal in (1+9) nitric acid to an exact weight of
0.100 g. Dissolve in 5 mL (1+1) nitric acid, heating to
effect solution. Cool and dilute to 100 mL with ASTM type
I water.

7,3.4 Indium solution, stock 1 mL =  1000-jig in: Pickle
Indium metal in (1+1) nitric acid to an exact weight of  ,
0.100 g. Dissolve in 10 mL (1+1) nitric acid, heating to
effect solution. Cool and dilute to 100 mL with ASTM type
I water.

7.3.5 Lead solution, stock 1 mL= 1000 jig Pb: Dissolve
0.1599 g PbNO3 in 5 mL (1 +1) nitric acid. Dilute to 100 mL
with ASTM type I water.

7.3.6 Nickel solution, stock 1 mL= 1000 jig Ni: Dissolve
0.100 g nickel powder in 5 mL cone, nitric acid, heating to
effect solution. Cool and dilute to 100 mL with ASTM type
1 water.

7.3.7 Scandium solution, stock  1 mL = 1000 ^g  Sc:
Dissolve 0.1534 g Sc2O3 in 5 mL (1 +1) nitric acid, heating
to effect solution. Cool and dilute to 100 mL with ASTM
type I water.

7.3.8 Terbium solution, stock 1  mL = 1000 p.g Tb:  Dis-
solve 0.1176 g Tb«O7 in 5 mL cone, nitric acid, heating to
effect solution. Cool and dilute to 100 mL with ASTM type
I water.

7.3.9 Uranium solution, stock 1 mL  = 1000 ng U:  Dis-
solve 0.2110 g UO2(NCg2.6H O (Do Not Dry) in 20 mL
ASTM type I water. Add 2 mL (1 +1) nitric acid and dilute
to 100 mL with ASTM type I water.

 7.3.10  Vanadium solution, stock 1  mL  = 1000 ng V:
Pickle vanadium metal in (1+9) nitric acid to an exact
weight of 0.100 g. Dissolve in  5 mL (1+1) nitric acid,
heating to effect solution. Cool and dilute to 100 mL with
ASTM type I water.

 7.3.11  Yttrium solution, stock 1 mL = 1000 ng Y:  Dis-
solve 0.1270 g Y2O3 in 5 mL (1+1) nitric acid, heating to
effect solution. Cool and dilute to 100  mL with ASTM  type
 I water.

 7.4  Multielement Stock Standard Solution—Care
 must be taken in the preparation of  multielement stock
standards that the elements are compatible and stable.
 Originating element stocks should be checked for impu-
 rities that might influence the accuracy of the standard.
 Freshly prepared standards should be transferred to acid
 cleaned, new FEP or HOPE bottles for storage  and
 monitored  periodically for stability. A multielement stock
standard solution containing the elements, cadmium,
cobalt, copper, lead, nickel, uranium, and vanadium (1
mL = 10 ng) may be prepared by diluting 1 mL of each
single element stock in the list to 100 ml. with ASTM type
I water containing 1 % (v/v) nitric acid.

7.4.1  Preparation  of calibration standards — Fresh
multielement calibration standards should be prepared
weekly. Dilute the stock multielement standard solution
in 1%  (v/v) nitric acid to  levels appropriate to the re-
quired operating range. The element concentrations in
the standards should be sufficiently  high to produce
good measurement precision and to accurately define
the slope of the response curve. A suggested mid-range
concentration is 10 ng/L.

7.5   Blanks—Fourtypes of blanks are required forthis
method.  A calibration blank is  used to establish the
analytical calibration curve, and the laboratory reagent
blank is used to assess possible contamination from the
sample preparation procedure. The laboratory fortified
blank is  used to assess  the recovery  of the method
analytes and the rinse blank is used between samples to
minimize memory from  the nebulizer/spray  chamber
surfaces.

7.5.1  Calibration blank— Consists of 1 % (v/v) nitric acid
in ASTM type I water (Section 7.2.5.2).

7.5.2 Laboratory reagent blank (LRB)—-Must contain all
the reagents in the same volumes as used in processing
the samples. The LRB must be carried through the entire
sample digestion and preparation scheme.

7.5.3 Laboratory FortifiedBlank (LFB)—Toan aliquot of
LRB, addaliquots from the multielement stock standard
(Section 7.4) to produce a final concentration of 10 ng/L
for each analyte. The fortified blank must be  carried
through the entire sample pretreatment and analytical
scheme.

7.5.4 Rinse  Blank (RB)  — Is a 1% (v/v)  nitric acid
solution that is delivered to the ICP-MS between samples
(Section 7.2.5.2).

7.6    Tuning Solution — This solution is  used for
instrument tuning and mass calibration prior to analysis
(Section 10.2). The solution is prepared by mixing nickel,
yttrium, indium, terbium, and lead stock  solutions (Sec-
tion 7.3) in 1 % (v/v) nitric acid to produce  a concentration
of 100 jig/L of each element.

 7.7    Quality Control Sample (QCS) — A quality con-
trol sample having certified concentrations of the analytes
of interest should be obtained from a source outside the
laboratory. Dilute the QCS if necessary with 1% nitric
acid,  such that the analyte concentrations fall within the
proposed instrument calibration  range.

 7.8    Instrument Performance Check (IPC) Solution
— The IPC solution is used to periodically verify instru-
ment performance during analysis. It should be prepared
by combining method analytes at appropriate concentra-
                                                200.10-6
 Revision 1.6  November 1992

-------
tions to approximate the midpoint of the calibration curve.
The I PC solution should  be prepared  from the same
standard stock solutions used to prepare the calibration
standards and stored in a FEP bottle. Agency programs
may specify or request that additional instrument perfor-
mance check solutions be prepared at specified concen-
trations in order to meet particular program needs.

7.9   Internal Standards Stock Solution,  1 ml = 100
\ig.—Dilute 10 ml of scandium, yttrium, indium, terbium,
and bismuth stock standards (Section 7.3) to 100 mL with
ASTM type I water, and store in a Teflon bottle. Use this
solution concentrate for addition to blanks, calibration
standards and samples (Method A, Section  10.5),  or
dilute by an appropriate amount using 1%(v/v) nitricacid,
if the internal standards are being added by peristaltic
pump (Method B, Section  10.5).

Note:  Bismuth should not be used as an internal stan-
       dard using the direct addition method (Method A,
       Section 10.5) as it is not efficiently concentrated
       on the iminodiacetate column.

8.0   Sample Collection, Preservation, and
      Storage
8.1   Prior to the collection of an aqueous sample,
consideration should be given to the type  of data re-
quired, so that appropriate  preservation  and pretreat-
ment steps can be taken. Acid preservation should be
performed at the time of sample collection  or as soon
thereafter as practically possible. The pH of all aqueous
samples  must be tested immediately prior to aliquoting
for analysis to ensure the sample  has been properly
preserved. If properly acid preserved, the sample can be
held up to 6 months before analysis.

8.2    For the determination of total recoverable ele-
ments in  aqueous samples, acidify with  (1+1) nitric acid
(high purity) at the time of collection to pH < 2; normally,
3 mL of (1 +1) acid per liter of sample is sufficient for most
samples. The sample should not be  filtered  prior  to
analysis.

Note:  Samples that cannot be acid preserved at the
       time of collection because of sampling limitations
       or transport restrictions, or are > pH 2 because of
       high alkalinity should be acidified with nitric acid
       to pH <2 upon receipt in the laboratory. Following
       acidification, the sample should  be held for 16 h
       and the pH verified to be < 2 before withdrawing
       an aliquot for sample processing.

8.3   For aqueous  samples, a field blank should be
prepared and analyzed as required by the data user. Use
the same container and acid as used in sample collec-
tion.

9.0   Quality Control
9.1   Each laboratory using this method is  required  to
operate a formal quality  control (QC) program. The
minimum requirements of this program consist of an
initial demonstration of  laboratory  capability and the
periodic analysis of laboratory reagent blanks, fortified
blanks and other laboratory solutions as a continuing
check on  performance.  The laboratory is required to
maintain performance records that define the quality of
the data generated.

9.2   Initial Demonstration of Performance (Manda-
      tory)

9.2.1 The initial demonstration^ performance is used to
characterize instrument performance (determination of
linear dynamic ranges and analysis of quality control
samples) and laboratory  performance (determination of
method detection limits) priorto samples being analyzed
by this method.

9.2.2 Linear calibration ranges—The upper limit of the
linear calibration range should be established for each
analyte. Linear calibration ranges should be determined
every six months or whenever a significant change in
instrument response is expected.

9.2.3 Quality control sample (QCS) — When beginning
the use of this method, on a quarterly basis or as required
to meet data-quality needs, verify the calibration stan-
dards and acceptable instrument performance with the
preparation and analyses of a QCS (Section 7.7). If the
determined concentrations are not within ± 10% of the
stated values, performance of the determinative step of
the method is unacceptable. The source of the problem
must be identified and corrected before either proceed-
ing with the initial determination  of method detection
limits or continuing with ongoing analyses.

9.2.4 Metho.d detection limit (MDL) — MDLs must be
established for all analytes, using reagent water (blank)
fortified at a concentration  of two to three times the
estimated instrument detection limit.9 To determine MDL
values,  take seven replicate aliquots of the  fortified
reagent water and process through the entire analytical
method. Perform all calculations defined in the method
and report the concentration values in the appropriate
units. Calculate the MDL as follows:

                  MDL = (t) x (S)

where:  t = Student's t value for a 99% confidence level
           and a standard deviation estimate with n-1
           degrees of freedom [t = 3.14 for seven
           replicates].

       S  = standard deviation of the replicate analyses.
Note:  If the relative standard deviation (BSD) from the
       analyses of the seven aliquots is < 15%, the
       concentration used to determine the analyte MDL
       may have been inappropriately high forthe deter-
       mination. If so, this could result in the calculation
       of an unrealistically low MDL. If additional confir-
       mation of the MDL is desired, reanalyze the
       seven  replicate  aliquots  on  two  more
                                               200.10-7
                                                                            Revision 1.6  November 1992

-------
       nonconsecutive days and again calculate the
       MDL values for each day. An average of the three
       MDL values for each analyte may provide for a
       more appropriate MDL estimate. Concurrently,
       determination of MDL in reagent water repre-
       sents a best case situation and does not reflect
       possible matrix  effects of real world samples.
       However, successful analyses of LFMs (Section
       9.4) can give confidence to the MDL value deter-
       mined in reagent water. Typical single laboratory
       MDL values using this method are given in Table
       1.

MDLs should be determined every six months, when a
new operator begins work or whenever there is a signifi-
cant change in the background or instrument response.

9.3  Assessing Laboratory Performance (Manda-
     tory)

9.3.1 Laboratory reagent blank (LRB)—The laboratory
must analyze at least one LRB (Section 7.5.2) with each
batch of 20 or fewer samples. LRB data are  used to
assess contamination from the laboratory environment.
LRB values that exceed the MDL indicate laboratory or
reagent contamination should be suspected. Any deter-
mined  source of contamination must be corrected and
the samples reanalyzed for the affected analytes after
acceptable LRB values have been obtained.

9.3.2 Laboratory fortified blank (LFB)—The laboratory
must analyze at least one LFB (Section 7.5.3) with each
batch of samples. Calculate accuracy as percent recov-
ery (Section 9.4.3). If the recovery of any analyte falls
outside the required control limits of 85-115%, that analyte
is judged out of control, and the source of the problem
should be identified and resolved before continuing analy-
ses.

9.3.3 The laboratory must use  LFB analyses data  to
assess laboratory performance againstthe required con-
trol limits of 85-115% (Section 9.3.2). When sufficient
internal performance data become available (usually a
minimum of 20-30 analyses), optional control limits can
be developed from the percent mean recovery (x) and the
standard deviation (S) of the mean recovery. These data
can be used to establish the upper and lower control
limits as follows:

            Upper Control Limit = x + 3S

             Lower Control Limit = x - 3S

The optional control limits must be equal to or better than
the required control limits of 85-115%. After each five to
ten new recovery measurements, new control limits can
be calculated using only the most- recent 20-30 data
points. Also, the standard deviation (S) data should be
used to established an ongoing precision statement for
the level of concentrations included in the LFB. These
data must be kept on file and be available for review.

9.3.4 Instrument performance check (IPC) solution —
For all determinations the laboratory must analyze the |
IPC solution (Section 7.8) and a calibration blank imme-
diately following daily calibration, after every tenth sample
(or more frequently, if required) and  at the end of the
sample run. Analysis of the IPC solution and calibration
blank immediately following calibration must verify that
the instrument is within ± 10% of calibration. Subsequent
analyses of the IPC solution must verify the calibration
within ± 15%. If the calibration cannot be verified within
the specified  limits, reanalyze the IPC solution. If the
second analysis of the IPC solution confirms calibration
to be outside the limits, sample analysis must be discon-
tinued, the cause determined and/or in the case of drift
the instrument recalibrated. All samples following the last
acceptable IPC solution must be reanalyzed. The analy-
sis data of the calibration blank and IPC solution must be
kept on file with the sample analyses data.

9.3.5 The overall sensitivity and precision of this method
are strongly influenced by a laboratory's ability to control
the method blank. Therefore, it is recommended that the
calibration blank response be recorded for each set of
samples. This record will aid the laboratory in assessing
both its long- and short-term ability to control the method
blank.

9.4   Assessing Analyte Recovery and Data Quality

9.4.1 Sample homogeneity and the chemical nature of
the sample matrix can affect analyte recovery and the
quality of the data. Taking separate aliquots from the
sample for replicate and fortified analyses  can in some
cases assess these effects. Unless otherwise specified
by the data user, laboratory or program, the following
laboratory fortified matrix (LFM) procedure (Section 9.4.2)
is required.

9.4.2 The laboratory must add a known amount of each
analyte to a minimum of 10% of the routine samples. In
each case the LFM aliquot must be a duplicate of the
aliquot used for sample analysis and for total recoverable
determinations added prior to sample preparation. For
water samples, the added analyte concentration must be
the same as that used in  the laboratory fortified blank
(Section 9.3.2).

9.4.3 Calculate the percent recovery for each analyte,
corrected for concentrations measured in the unfortified
sample, and compare these  values to the designated
LFM recovery range of 75-125%. Recovery calculations
are not required if the concentration  added is less than
25% of the unfortified sample concentration. Percent
recovery may be calculated in units appropriate to the
matrix,  using the following equation:
                R=(cs-c)x100
                      S
 where,  R  = percent recovery.
          Cs = fortified sample concentration.
          C  = sample background concentration.
          S  = concentration equivalent of analyte
               added to sample.
                                               200.10-8
 Revision 1.6  November 1992

-------
9.4.4 If the  recovery of any analyte falls outside the
designated LFM recovery range and the laboratory per-
formance for that  analyte is shown to be in  control
(Section 9.3), the recovery problem encountered with the
LFM is judged to be either matrix or solution related, not
system related.

9.4.5 If analysis of LFM sample(s) and the test routines
above indicate an operative interference and the LFMs
are typical of the  other samples in the batch, those
samples that are similar must be analyzed in the same
manner  as  the LFMs. Also, the data user must  be
informed when a matrix interference is so severe that it
prevents the successful analysis of the analyte or when
the heterogeneous nature of the sample precludes the
use of duplicate analyses.

9.4.6 Where reference materials are available, they
should be analyzed to provide additional performance
data. The analysis of reference samples is a valuable tool
for demonstrating  the  ability to perform the method
acceptably.

10.0 Calibration and Standardization
10.1  Initiate proper operating configuration of ICP-MS
instrument and data system. Allow a period of not less
than 30 min for the instrument to warm up. During this
process conduct mass calibration and resolution checks
using the tuning solution. Resolution at low mass is
indicated by nickel isotopes 60,61,62. Resolution at high
mass is indicated by lead isotopes 206, 207, 208. For
good performance adjust spectrometer resolution to pro-
duce a peak width of approximately 0.75 amu at 5% peak
height. Adjust mass calibration if it has shifted by more
than 0.1  amu from unit mass.

1.0.2 Instrument stability must be demonstrated by ana-
lyzing the tuning solution (Section 7.6) a minimum of five
times with resulting relative standard deviations of abso-
lute signals for all analytes of less than 5%.

10.3 Prior to initial calibration, set up proper instrument
software routines for quantitative analysis and connect
the ICP-MS instrument to the preconcentration appara-
tus. The instrument must be calibrated forthe analytes of
interest using the calibration blank (Section 7.5.1) and
calibration standard (Section 7.4.1) prepared at one or
more concentration levels. The calibration solutions should
be processed through the preconcentration system  us-
ing the procedures described in Section 11.

10.4 Demonstration and documentation of acceptable
initial calibration is required before any samples are
analyzed. After initial calibration is successful, a calibra-
tion check is required at the beginning and end of each
period during which analyses  are performed  and at
requisite intervals.

70.4.7  After the calibration has been established, it
must be initially verified for all analytes by analyzing the
I PC (Section 7.8). If the initial calibration verification
exceeds ± 10% of the established I PC value, the analysis
should be terminated, the source of the problem identi-
fied and corrected, the instrument recalibrated, and the
new calibration verified before continuing analyses.

70.4.2 To verify that the instrument  is properly cali-
brated on a continuing basis, analyze the calibration
blank (Section 7.5.1) and I PC (Section 7.8) after every 10
analyses. The results of the analyses of the standards
will indicate whether the calibration remains valid. If the
indicated concentration of any analyte deviates from the
true concentration by more than 15%, reanalyze the
standard. If the analyte is again outside the 15% limit, the
instrument must be recalibrated and the previous  10
samples reanalyzed. The instrument responses from the
calibration check may be used for recalibration pur-
poses.

10.5  Internal Standardization - Internal standardiza-
tion must be used in all analyses to correct for instrument
drift and physical interferences. For full mass range
scans, a minimum of three internal standards must be
used. Internal standards must be present in all samples,
standards and blanks at identical levels. This may  be
achieved  by directly adding an aliquot of the internal
standards to the CAL standard, blank or sample solution
(Method A), or alternatively by mixing with the solution
prior to nebulization using a  second channel of the
peristaltic pump and  a mixing coil (Method B). The
concentration of the internal standard should be suffi-
ciently high that good precision is obtained in the mea-
surement of the isotope used for data correction and to
minimize the possibility of correction errors if the internal
standard  is naturally present in the sample. Internal
standards should be added  to blanks, samples and
standards in a like manner, so that dilution effects result-
ing from the addition may be disregarded.

Note:  Bismuth should not be used as an internal stan-
        dard using the direct addition method (Method A,
        Section 10.5) because it is not efficiently concen-
       trated on the iminodiacetate column.

11.0 Procedure
11.1  Sample Preparation - Total Recoverable Ele-
ments

77.7.7  Add 2- mL (1 +1) nitric acid to the beaker contain-
ing 100 mL of sample. Place the beaker on the hot plate
for solution evaporation. The hot plate should be located
in a fume hood and previously adjusted to provide evapo-
ration at a temperature of approximately but  no higher
than 85°C. (See the following  note.) The beaker should
be covered with an elevated watch glass or other neces-
sary steps should be taken to prevent sample contamina-
tion from the fume hood environment.

Note:  For proper heating, adjust the temperature con-
       trol of the hot plate such that an uncovered Griffin
       beaker containing 50 mL of water placed in the
                                                200.10-9
                                                                             Revision 1.6  November 1992

-------
       center of the hot plate can be maintained at a
       temperature approximately but no higher than
       85°C. (Once the beaker is covered with a watch
       glass the temperature of the water will rise to
       approximately 95°C.)

11.1.2 Reduce the  volume of the sample aliquot to
about 20 mLby gentle heating at 85°C. Do Not Boil. This
step takes about 2 h for a 100-mL aliquot with the rate of
evaporation rapidly increasing as the sample volume
approaches 20 mL (A spare beaker containing 20 mL of
water can be used as a gauge.)

11.1.3 Cover the lip of the beaker with a watch glass to
reduce additional evaporation and gently reflux the sample
forSO mln. (Slight boiling may occur, but vigorous boiling
must be avoided.)

11.1.4 Allow the beaker to cool. Quantitatively transfer
the sample solution to a 100-mL volumetric flask, dilute
to volume with reagent water, stopper and mix.

11.1.5 Allow any undissolved material to settle over-
night, or centrifuge a portion of the prepared sample until
clear. (If after centrifuging or standing overnight, the
sample contains suspended solids, a portion of the
sample may be  filtered prior to analysis. However, care
should be exercised to avoid potential contamination
from filtration.) The sample is now ready for analysis.;
Because the effects of various matrices on the stability of
diluted samples cannot be characterized, all analyses
should be performed as soon as  possible after the
completed preparation.

11.2  Prior to first use, the  preconcentration  system
shoutdbethoroughly cleaned and decontaminated using
0.2M oxalic acid.

11.2.1 Place approximately 500-mL 0.2M oxalic acid in
all the eluent/solution containers and fill the sample loop
with 0.2M oxalic acid using the*sample pump (P4) at a
flow rate of 3-5  mL/min. With the preconcentration sys-
tem disconnected from  the ICP-MS instrument, use the
pump program  sequence listed in Table 2 to flush the
complete system with oxalic acid. Repeat the flush se-
quence three times.
11.2.2  Repeatthe sequence described in Section 11.2.1
using 1.25M  nitric acid and again using ASTM type  I
water in place of the 0.2M oxalic acid.

11.2.3  Rinse the containers thoroughly with ASTM type
I water,  fill them with their designated  reagents (see
Figure 1) and run through the sequence in Table 2 once
to prime the pump and all eluent lines with the correct
reagents.

11.3  Initiate ICP-MS instrument operating configura-
tion. Tune the  instrument  for the analytes of interest
(Section 10).

11.4  Establish instrument software run procedures for
quantitative analysis. Because the analytes are eluted
from the preconcentration column in a transient manner,
it is recommended that the instrument software is config-
ured in a rapid scan/peak hopping mode. The instrument
is now ready to be calibrated.

11.5  Reconnect the preconcentration system to the
ICP-MS instrument. With valves A and  B in  the off
position and valve C in the on position,  load sample
through the sample loop to waste using pump P4 for 4
min at 4 mL/min. Switch on the carrier pump (P3) and
pump 1% nitric acid to the nebulizer of the ICP-MS
instrument at a flow rate of 0.8-1.0 mL/min.

11.6  Switch on the buffer pump (P2), and pump 2M
ammonium acetate at a flow rate of 1.0 mL/min.

11.7  Preconcentration of the sample may be achieved
by running  through an  eluent pump program (P1) se-
quence similar to that illustrated in Table  2. The exact
timing of this sequence should be modified according to
the internal volume of  the connecting tubing and the
specific hardware configuration used.'

11.7.1  Injectsample—With valves A, B, and C on, load
sample from the loop onto the column using 1M ammo-
nium acetate for 4.5 min at 4.0 mL/min. The analytes are
retained on the column, while the majority of the matrix is
passed through to waste.

11.7.2  Elute analytes — Turn off valves  A and B and
begin eluting the analytes by pumping 1.25M nitric acid
through the column at 4.0 mL/min, then turn off valve C
and pump the eluted analytes into the ICP-MS instrument
at 1.0 mL/min. Initiate ICP-MS software data acquisition
and integrate the eluted analyte profiles.

11.7.3  Column Reconditioning— Turn on valve C to
direct column effluent to waste, and pump 1.25M nitric
acid,  1M ammonium acetate, 1.25M nitric acid and 1M
ammonium acetate alternately through the column at 4.0
mL/min. During this process, the next sample can be
loaded into the sample loop using the sample pump (P4).

11.8  Repeat the sequence described in Section 11.7 for
each sample to be analyzed. At the end of the analytical
run leave the column filled with  1M ammonium acetate
buffer until it is next used.

11.9  Samples having  concentrations higher than the
established linear dynamic range should be diluted into
range with 1% HNO3 (v/v) and reanalyzed.

12.0 Data Analysis and Calculations
 12.1  Analytical isotopes and elemental equations rec-
ommended for sample data calculations are listed  in
Table 3. Sample data should be reported  in units of pg/
L. Do not report element concentrations below the deter-
mined MDL.

 12.2  Fordatavalueslessthan 10,twosignificantfigures
should be used for reporting element concentrations. For
data values greater than or equal to 10, three significant
figures should be used.
                                              200.10-10
Revision 1.6  November 1992

-------
12.3 Reported values should be calibration blank sub-
tracted. If additional dilutions were made to any samples,
the appropriate factor should be applied to the calculated
sample concentrations.

12.4 Data values should be corrected for instrument
drift by the application of internal standardization. Cor-
rections for characterized spectral interferences should
be applied to the data.

12.5 The QC data obtained during the analyses provide
an indication of the quality of the sample data and should
be provided with the sample results.

13.0 Method Performance
13.1 Experimental conditions used for single laboratory
testing of the method are summarized  in Table 4.

13.2 Data obtained from single laboratory testing of the
method are summarized in Tables 5 and 6 for two
reference water samples consisting of National Research
Council Canada (NRCC) Estuarine Water (SLEW-1) and
Seawater (NASS-2). The samples were prepared using
the procedure described  in Section 11.1.1. For  each
matrix, three replicates were analyzed and  the average
of the  replicates was used to determine  the sample
concentration for each analyte. Two further sets of three
replicates were fortified at different concentration levels,
one set at 0.5 |ig/L, the other at 10 ng/L  The sample
concentration, mean percent recovery, and the relative
standard deviation of the fortified replicates  are listed for
each method analyte. The reference material certificate
values are also listed for comparison.

14.0 Pollution Prevention
 14.1  Pollution prevention encompasses any technique
that reduces or eliminates the quantity ortoxicity of waste
at the point of generation. Numerous  opportunities for
pollution prevention exist in laboratory operation. The
EPA has established a preferred hierarchy of environ-
mental management techniques that place pollution pre-
vention as the management option of first choice. When-
ever feasible, laboratory personnel should use pollution
prevention techniques to address their waste generation
(e.g., Section 7.8).  When wastes cannot be feasibly
reduced at the source, the Agency recommends recy-
cling as the next best option.

 14.2  For information about pollution prevention that
may be applicable to laboratories and research institu-
tions, consult Less is Better: Laboratory Chemical Man-
agement for Waste Reduction, available from the Ameri-
can Chemical Society's Department of Government Re-
lations and Science Policy, 115516th Street N.W., Wash-
ington, D.C. 20036, (202)872-4477.

15.0 Waste Management
15.1 The Environmental Protection Agency requires
that  laboratory waste management practices be con-
ducted consistent with all applicable rules and regula-
tions. The Agency urges laboratories to protect the air,
water, and land by minimizing and controlling all releases
from hoods and bench operations, complying with the
letter and spirit of  any sewer discharge permits and
regulations, and by complying with all solid and hazard-
ous waste regulations, particularly the hazardous waste
identification rules  and land disposal  restrictions. For
further information on waste management, consult The
Waste Management Manual for Laboratory Personnel,
available from the  American Chemical Society  at the
address listed in Section 14.2.

16.0 References
1.  Siraraks, A., H. M. Kingston, and J. M. Riviello,
    Anal Chem. ,62,1185 (1990).

2.  Heithmar, E. M., T. A. Hinners, J. T. Rowan, and J.
    M. Riviello, Anal Chem., 62, 857 (1990).

3.  Gray A. L. and  A. R. Date, Analyst, 108,1033
    (1983).

4.  Houk, R. S., et al. Anal Chem., 52, 2283 (1980).

5.  Houk, R. S., Anal. Chem., 58, 97A (1986).

6.  J. J. Thompson and R. S. Houk, Appl. Spec., 41,
    801 (1987).

7.  OSHA Safety and Health Standards, General Indus-
    try, (29 CFR1910), Occupational Safety and Health
    Administration, OSHA 2206, (Revised, January
    1976).

8.  Safety in Academic Chemistry Laboratories, Ameri-
    can Chemical Society Publication, Committee on
    Chemical Safety, 3rd Edition, 1979.

9.  Code of Federal Regulations 40, Ch. 1, R. 136
    Appendix B.
                                              200.10-11
                                                                            Revision 1.6  November 1992

-------
17.0 Tables, Diagrams, Flowcharts, and Validation Data

Table 1. Total Recoverable Method Detection Limits
          for Reagent Water
Element
Cadmium
Cobalt
Copper
Lead
Nickel
Uranium
Vanadium
Recommended
Analytical Mass
111
59
63
206.207.208
60
238
51
MDL'
ng/L
0.041
0.021
0.023
0.074
0.081
0.031
0.014
'Determined using 10-mL sample loop.
Table 2.   Eluent Pump Programming Sequence for Preconcentration of Trace
           Elements
Time
(mln)
0.0
4.5
5.1
5.5
7.5
8.0
10.0
11.0
12.5
Flow
(mL/mln)
. 4.0
4.0
1.0
1.0
4.0
4.0
4.0
4.0
0.0
Eluent
1M ammonium acetate
1.25M nitric acid
1 .25M nitric acid
1.25M nitric acid
1 .25M nitric acid
1M ammonium acetate
1.25M nitric acid
1 M ammonium acetate

Valve
A,B
ON
ON
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Valve
C
ON
ON
ON
OFF
ON
ON
ON
ON
ON
Table 3.  Recommended Analytical Isotopes and Elemental Equations for Data Calculations
Element
Cd
Co
Cu
Pb
Ni
U
V
Isotope
106.108.J7J.114
59
63,65
206,207,208
60
238
51
Elemental Equation
(1.000)("1C)-(1.073)[(108CH0.712)('°6C)]
(1.000}(59C)
(1.000)(
-------
Table 4.  Experimental Conditions for Single Laboratory
          Validation
Chromatography
   Instrument
   Preconcentration column

ICP-MS Instrument Conditions
   Instrument
   Plasma forward power
   Coolant flow rate
   Auxiliary flow rate
   Nebulizer flow rate

   Internal standards

Data Acquisition
   Detector mode
   Mass range
   Dwell time
   Number of MCA channels
   Number of scan sweeps
Dionex chelation system
DionexMetPac CC-1
VG PlasmaQuad Type I
1.35kW
13.5 L/min
0.6 L/min
0.78 L/min

Sc, Y, In, Tb
Pulse counting
45-240 amu
160 (is
2048
250
Table 5.  Precision and Recovery Data for Estuarine Water (SLEW-1)
Analyte
Cd
Co
Cu
Pb
Ni
U
V
Certificate
(ug/L)
0.018
0.046
1.76
0.028
0.743
Sample
Cone.
(|ig/L)
<0.041
0.078
1.6
<0.074
0.83
1.1
1.4
Spike
Addition
(ng/U
0.5
0.5
0.5
0.5
0.5
0.5
0.5
Average
Recovery
(%)
94.8
102.8
106.0
100.2
100.0
96.7
100.0
RSD
(%)
9.8
4.0
2.7
4.0
1.5
7.4
3.2
Spike
Addition
(H9/L)
10
10
10
10
10
10
10
Average
Recovery
(%)
99.6
96.6
96.0
106.9
102.0
98.1
97.0
RSD
(%)
1.1
1.4
4.8
5.8
2.1
3.6
4.5
— No certificate value
Table 6. Precision and Recovery Data for Seawater (NASS-2)
Analyte
Cd
Co
Cu
Pb
Ni
U
V
Certificate
(H9/L)
0.029
0.004
0.109
0.039
0.257
3.00
Sample
Cone.
(W/L)
<0.041
<0.021
0.12
<0.074
0.23
3.0
1.7
Spike
Addition
(M9/1-)
0.5
0.5
0.5
0.5
0.5
0.5
0.5
Average
Recovery
(%)
101.8
98.9
95.8
100.6
102.2
94.0
104.0
RSD
(%)
1.0
. 3.0
2.3
8.5
2.3
0.7
3.4
Spike
Addition
(ng/U
10
10
10
10
10
10
10
Average
Recovery
(%)
96.4
99.2
93.1
92.1
98.2
98.4
109.2
RSD
(%)
3.7
1.7
0.9
2.6
1.2
1.7
3.7
— No certificate value
                                                  200.10-13
                                                                                  Revision 1.6  November 1992

-------
  2M NH4OAc
      I        I
1 M NH..OAC   1 .25 M Nitric Acid
                                                                                                 P3
                                                                                      1% Nitric Acid
                                                                                   Mixing 1'ee
Figure 1. Configuration of Preconcentration System.
                                                                              Off
                                            On
                                                200.10-14
Revision 1.6  November 1992

-------
                         Method 200.12
Determination of Trace Elements in Marine Waters by Stabilized
       Temperature Graphite Furnace Atomic Absorption
                 John T. Creed and Theodore D. Martin,
                     Inorganic Chemistry Branch
                    Chemistry Research Division
                           Revision 1.0
                          November 1992
             Environmental Monitoring Systems Laboratory
                 Office of Research and Development
                 U.S. Environmental Protection Agency
                       Cincinnati, OH 45268
                             200.12 - 1
                                                      Revision 1.0 November 1992

-------
                                         Method 200.12

           Determination of Trace Elements in Marine Waters by Stabilized
                    Temperature Graphite Furnace Atomic Absorption
1.0  Scope and Application
1.1  This method provides procedures for the determi-
nation of total recoverable elements by graphite furnace
atomic absorption (GFAA) in marine waters, including
estuarine, ocean and brines with salinities of up to 35 ppt.
This method is applicable to the following analytes:
Analyte
Chemical Abstracts
 Service Registry
Numbers (CASRN)
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
(As)
(Cd)
(Or)
(Cu)
(Pb)
(Ni)
(Se)
7440-38-2
7440-43-9
7440-47-3
7440-50-8
7439-92-1
7440-02-0
7782-49-2
1.2   For determination of total recoverable analytes in
marine waters, a digestion/extraction is required prior to
analysis.

1.3   Method detection limit and instrumental operating
conditionsforthe applicable elements are listed in Tables
1 and 2. These are intended as a guide and are typical of
a commercial instrument optimized for the element.
However, actual method detection limits and linear work-'.
ing ranges will be dependent on*the sample matrix,
instrumentation and selected operating conditions.

1.4   Users of the method data  should state the data
quality objectives prior to analysis. The ultra-trace metal
concentrations typically associated with marine water
may preclude the use of this method based on its sensi-
tivity. Users of the method must document and have on
file the required initial demonstration performance data
described in Section 9.2 prior to using the method for
analysis.

2.0   Summary of Method
2.1   Nitric acid is dispensed into a beaker containing an
accurately weighed or measured, well-mixed, homoge-
neous aqueous sample. Then, for samples with undis-
solved material, the beaker is covered with a watch glass
and heated, made up to volume, centrifuged or allowed
to settle, and the sample is then analyzed.

2.2   The analytes listed in this method are determined
by stabilizedtemperature platform graphite furnace atomic
absorption (STPGFAA). In STPGFAA, the sample  and
the matrix modifier are first pipetted onto the platform or
a device which provides delayed atomization.
The furnace chamber is then purged with a continuous
flow of a premixed gas (95% argon - 5% hydrogen) and
the sample is dried at a relatively low temperature (about
120°C) to avoid spattering. Once dried, the sample is
pretreated in a char or ashing step which is designed to
minimize the interference effects caused by the concomi-
tant sample matrix. After the char step, the furnace is
allowed to cool prior to atomization. The atomization
cycle is characterized by rapid heating of the furnace to
a temperature where the metal (analyte) is atomized from
the pyrolytic graphite surface into a stopped gas flow
atmosphere of argon containing 5% hydrogen. (Only
selenium is determined  in an atmosphere of high purity
argon.) The resulting atomic cloud absorbs the element-
specific atomic emission produced by a hollow cathode
lamp (HCL) or an electrodeless discharge lamp (EDL).
Following analysis, the furnace is subjected to a cleanout
period of high temperature and continuous argon flow.
Because the resulting absorbance usually has a nonspe-
cific component associated with the actual analyte ab-
sorbance, Zeeman background correction is required to
subtract from the total signal the component which is
nonspecific to the analyte. In the absence of interfer-
ences, the background-corrected.absorbance is directly
related to the concentration of the analyte. Interferences
relating to STPGFAA (Section 4.0) must be recognized
and corrected. Suppressions or enhancements of instru-
ment  response caused by the sample matrix must be
corrected for by the method of standard addition (Section
11.3).

3.0   Definitions
3.1   Calibration Blank (CB) — A volume of reagent
water fortified with the  same matrix as the calibration
standards, but without the analytes, internal standards,
or surrogate analytes.

3.2   Calibration Standard (CAL) — A  solution pre-
pared from the primary dilution standard solution or stock.
standard solutions and the internal standards and surro-
gate analytes. The CAL solutions are used to calibrate
the instrument response with respect to analyte concen-
tration.

3.3   Field Reagent Blank (FRB) — An aliquot of
reagent water or other  blank matrix that is placed  in a
sample container in the laboratory and treated as a
sample in all respects,  including shipment to the sam-
pling site, exposure to sampling site conditions, storage,
preservation, and all analytical procedures. The purpose
of the FRB is to determine if method analytes or other
interferences are present in the field environment.
                                              200.12-2
Revision 1.0 November 1992

-------
3.4   Instrument Detection Limit (IDL) — The mini-
mum quantity of analyte or the concentration equivalent
which gives an analyte signal equal to three times the
standard deviation of the background signal at the se-
lected wavelength, mass, retention time, absorbance
line, etc.

3.5   Instrument Performance Check Solution (IPC)
— A solution of one or more method analytes, surro-
gates, internal standards, or other test substances used
to evaluate the performance of the instrument system
with respect to a defined set of criteria.

3.6   Laboratory Duplicates (LD1 and LD2) — Two
aliquots of the same sample taken in the laboratory and
analyzed separately with identical procedures. Analyses
of LD1  and LD2  indicates precision associated  with
laboratory procedures, but not with sample collection,
preservation, or storage procedures.

3.7   Laboratory Fortified Blank (LFB)—Analiquotof
reagent water or other blank matrices to which known
quantities of the method  analytes are  added in the
laboratory. The LFB is analyzed exactly  like a sample,
and its purpose is to determine whether the methodology
is in control, and whether the laboratory is capable of
making accurate and precise measurements.

3.8   Laboratory Fortified Sample Matrix (LFM)—An
aliquot of an environmental  sample to  which known
quantities of the method  analytes are  added in the
laboratory. The LFM is analyzed exactly  like a sample,
and  its  purpose  is to determine whether the  sample
matrix contributes bias to the analytical results.  The
background concentrations of the analytes in the sample
matrix must be determined in a separate aliquot and the
measured values in the LFM corrected for background
concentrations.

3.9   Laboratory Reagent Blank (LRB)—An aliquot of
reagent water or other blank matrices that are treated
exactly as a sample including exposure to all glassware,
equipment, solvents, reagents, internal standards, and
surrogates that are used with other samples. The LRB is
used to determine if method analytes or other interfer-
ences are present in the laboratory environment, the
reagents, or the apparatus.

3.10  Linear Dynamic Range (LDR) — The absolute
quantity or concentration  range over which the instru-
ment response to an analyte is linear.

3.11 Material Safety Data Sheet (MSDS) — Written
information provided by vendors concerning achemical's
toxicity,  health hazards,  physical properties, fire,  and
reactivity data including storage, spill, and handling pre-
cautions.

3.12 Matrix Modifier (MM)—A substance added to the
instrument along with the sample in order to minimize the
interference effects by selective  volatilization of either
analyte or matrix components.

3.13 Matrix Performance Check (MFC) — A solution
of method analytes  used to  evaluate the laboratory's
ongoing capabilities in analyzing high salinity samples.
The reference material NASS-3 or its equivalent is forti-
fied with the same analytes at the same concentration as
the LFB. This provides an ongoing check of furnace
operating conditions to assure the analyte false positives
are not being introduced via elevated backgrounds.

3.14  Method Detection Limit (MDL)—The minimum
concentration of an analyte that can be identified, mea-
sured and reported with 99% confidence that the analyte
concentration is greater than zero.

3.15  Quality Control Sample (QCS) — A solution of
method analytes of known concentrations which is used
to fortify an aliquot of LRB or sample matrix. The QCS is
obtained from a source external to the laboratory and
different from the source of calibration standards. It is
used to check laboratory performance  with  externally
prepared test materials.

3.16  Standard Addition — The addition of a known
amount of analyte to the sample in order to determine the
relative response of the detector to an analyte within the
sample matrix. The  relative response is then  used to
assess either an operative matrix effect or the sample
analyte concentration.

3.17  Stock Standard Solution  (SSS) — A concen-
trated solution containing one or more method analytes
prepared in the laboratory using assayed reference ma-
terials or purchased from a reputable commercial source.

3.18  Total Recoverable Analyte (TRA) — The con-
centration of analyte determined to be in either a solid
sample or an unfiltered aqueous sample following treat-
ment  by refluxing with  hot dilute mineral acid(s) as
specified in the method.

4.0  Interferences
4.1  Several interference sources may cause inaccura-
cies in the  determination of trace elements  by GFAA.
These interferences can be classified into three major
subdivisions: spectral, matrix, and memory.

4.2  Spectral interferences are caused by absorbance
of light by a molecule or atom which is not the analyte of
interest or emission from black body radiation.  '

4.2.1 Spectral interferences caused by an element only
occur if there is a spectral  overlap between the wave-
length  of the interfering element  and the analyte of
interest. Fortunately, this type of interference is relatively
uncommon in STPGFAA because of the narrow atomic
line widths  associated with STPGFAA. In addition, the
use of appropriate furnace temperature programs and
high spectral purity lamps as light sources can minimize
the possibility of this type  of interference.  However,
molecular absorbances can span  several hundred na-
nometers producing  broadband spectral interferences.
This type of interference is far more common in STPGFAA.
The use of matrix modifiers, selective volatilization, and
background correctors are all attempts to eliminate un-
wanted nonspecific absorbance. Table 2 contains typical
background absorbances associated with the analysis of
                                               200.12 - 3
                                                                             Revision 1.0 November 1992

-------
the MPC solution (NASS-3) which has a salinity of 35 ppt.
These background absorbances were obtained  using
the suggested matrix modifiers and the appropriate fur-
nace charring conditions. Figure 1 is a plot of integrated
background absorbance vs. char temperature for Ni, Cd,
Pb, and Se.  Figure 1  indicates that the background
absorbance in a saline matrix is strongly affected by the
char temperature. Therefore, char temperature optimi-
zation is acritical part of the successful analysis of metals
in saline water by GFAA. The elevated backgrounds
associated with ocean water can produce false positives.
For this reason, the char temperature profiles shown in \
Figure 1 should be constructed for each analyte prior to
using this method for saline water analysis.

Note: False analyte positives can be generated by large
backgrounds. Figure 2 is  an atomization profile for Pb
using a 800°C chartemperature. The background shown
in the figure has exceeded the capabilities of the Zeeman
corrector. This profile can be used as a guide in screening
otheranalyses which may have background absorbances
which exceed the Zeeman capability. The background
profile is characterized by  a smooth  baseline in the
beginning of the atomization cycle followed by a  sharp
increase.  During this  sharp increase the background
peak profile may remain relatively smooth, but when the
background exceeds the Zeeman correction capability,
the background profile will appear extremely erratic. The
atomic profile is also erratic during this part of the atomi-
zation cycle. These types of background/atomic profiles
obtained during atomization result in false positives.

Since the nonspecific component of the total absorbance
can vary considerably from sample type to sample type,
to provide effective background correction and eliminate
the elemental spectral interference of palladium on cop-
per and iron on selenium,  the exclusive use of Zeeman
background correction is specified in this method.

4.2.2 Spectral interferences are also caused by black
body radiation produced during the atomization furnace
cycle. This black body emission reaches the photomulti-
plier tube, producing erroneous results. The magnitude
of this interference can be minimized by proper furnace
tube alignment and monochromator design. In addition,
atomization temperatures which adequately  volatilize
the analyte of interest without producing unnecessary
black body radiation can  help reduce unwanted  back-
ground emission produced during atomization.

4.3   Matrix interferences are caused by sample com-
ponents which inhibitthe formation of free atomic analyte
atoms during atomization. In this method the use of a
delayed atomization device which provides a warmer
gas phase environment during atomization is required.
These devices provide an environment which is more
conducive to the formation  of free  analyte atoms and
thereby minimize this type of interference. This type of
interference can be detected by analyzing the sample
plus a sample aliquot fortified with a known concentration
of the analyte. If the determined concentration  of the
analyte addition is outside a designated range  (Section
9.4.3), a possible matrix effect should be suspected. In
addition, the matrix can  produce analyte complexes
                                               200.
Revision 1.0 November 1992
  which are lost via volatilization during the char. These
  losses will result in poor recovery of the analyte within the
  matrix and should be corrected by adjusting the char
  temperature.

  4.4   Memory interferences result from analyzing a
  sample containing a  high concentration of an element
  (typically a high atomization temperature element) which
  cannot be removed quantitatively in one complete set of
  furnace steps. The analyte which remains in the furnace
  can  produce false positive signals on subsequent
  sample(s). Therefore, the analyst should establish the
  analyte concentration which can be injected  into the
  furnace and adequately removed in one complete set of
  furnace  cycles. If this concentration is exceeded, the
  sample should be diluted and a blank analyzed to assure
  the memory effect has been eliminated before reanalyz-
  ing the diluted sample.

  4.5   Specific Element Interferences. The matrix ef-
  fects caused by the saline water can be severe. In order
  to evaluate the extent of the matrix suppression as a
  function of increasing salinity a plot of normalized inte-
  grated absorbance vs. microliters NASS-3 (Reference
  Material from the National Research Council of Canada)
  is constructed. Figure 3 is a plot of relative response of
  As, Se, Cd, Ni, Cu, and Pb in waters containing salinity of
  3.5 ppt (1 \il NASS-3) to 35 ppt (10 \± NASS-3). Figure
  3 indicates that the matrix effects caused by the increas-
  ing salinity are  minor for Pb, Cu, and Ni. The relative
  responses of Pb, Ni, and Cu shown in Figure 3 are within
  ± 5% of the 1% HNO standard or zero \iL of matrix.
  Figure 3 indicates that the increasing salinity does cause
  a substantial matrix  interference for Se and Cd. This
  suppression must be compensated for by methods of
  standard addition or the use of matrix matched standards
  where applicable.

  4.5.1 Cadmium: The background level associated with
  the direct  determination of Cd in NASiS-3 exceeds the
  Zeeman background correction. Therefore, NH4NO  is
  used as a  matrix removing modifier in addition to the Pd/
  Mg(NO3)2.1 Figure 4 is a plot of the relative Cd response
  vs. the amount of seawater on the platform. A similar
  response  profile is observed in a solution containing
  10,000  ppm NaCI.  Therefore, in  well-characterized
  samples of known salinity it is possible to  effectively
  matrix match the standards with NaCI and perform the
  analysis directly using matrix matched standards, thereby
  avoiding the time consuming method of standard addi-
  tions. If the matrix matched standards are going to be
  used, it is necessary to document that the use of NaCI is
  indeed compensating for the suppression. This docu-
  mentation should include a response plot of  increasing
  matrix vs. relative response similar to Figure  4.

  4.5.2 Selenium: The background levesl associated with
  the direct  determination of Se in NASS-3 exceeds the
  Zeeman correction capability. Therefore, HNO3 is used
  as a matrix removing modifier in addition to the Pd/
  Mg(NO3)?  for the determination of Se in saline waters.
  Figure 5 is a plot of relative response vs. the amount of
  seawater  on the platform. A similar suppression is ob-

12-4

-------
served in a solution containing 10,000 ppm NaCI. There-
fore, in well-characterized samples of known salinity it is
possible to effectively matrix match the standards with
NaCI and perform the analysis  directly using matrix
matched standards, thereby avoiding the time consum-
ing method of standard additions. If the matrix matched
standards are going to be used, it is necessary to docu-
ment that the use of NaCI is indeed compensating for the
suppression. This documentation should include a re-
sponse plot of increasing matrix  vs. relative response
similar to Figure 5.

4.5.3 y4rsen/c:The elevated char temperatures possible
with  the determination of As minimize the interferences
produced by the marine water background levels. Figure
3 is a plot of relative response vs. the amount of seawater
on the platform. Figure 3 indicates a matrix suppression
on As caused by the seawater. Although this suppression
does cause a slight bias as shown in the recovery data in
Table 3, the suppression does not warrant the method of
standard additions (MSA) given the recovery criteria of
75-125%forl_FMs.

5.0   Safety
5.1   The toxicity or carcinogenicity of each reagent
used in this method has not been fully established. Each
chemical should be regarded as a potential health hazard
and  exposure to these compounds should be as low as
reasonably achievable. Each laboratory is responsible
for maintaining a current awareness file of OSHA regula-
tions regarding the safe handling of the chemicals speci-
fied  in this method.2'5 A  reference file of material data
handling sheets should  also be  made  available to all
personnel involved in the chemical analysis. Specifically,
concentrated nitric and hydrochloric acids present vari-
ous  hazards and are moderately toxic  and extremely
irritating  to  skin and  mucus membranes. Use these
reagents in a fume hood whenever possible and if eye or
skin contact occurs, flush with large volumes of water.
Always wear safety glasses or a shield for eye protection,
protective clothing,  and observe proper mixing when
working with these reagents.

5.2   The acidification of samples containing reactive
materials may result in the release of toxic gases, such as
cyanides or sulfides. Acidification of samples should be
done in a fume hood.

5.3   All  personnel handling environmental  samples
known to contain or to have been in contact with human
waste should be immunized against known disease
causative agents.

5.4   The graphite tube during  atomization emits in-
tense U V radiation. Suitable precautions should be taken
to protect personnel from such a  hazard.

5.5   The use of the argon/hydrogen gas mixture during
the dry and char steps may evolve a considerable amount
of HCI gas. Therefore, adequate ventilation is required.
 6.0 Equipment and Supplies
 6.1 Graphite Furnace Atomic Absorption
      Spectrometer
 6.1.1 The GFAA spectrometer must be capable of pro-
 grammed heating of the graphite tube and the associated
 delayed atomization device. The instrument must be
 equipped with Zeeman background correction and the
 furnace device must be capable of utilizing an alternate
 gas supply during specified cycles of the analysis. The
 capability to record relatively fast (< 1 s) transient signals
 and evaluate data on a peak area basis is preferred. In
 addition, a recirculating refrigeration unit is recommended
 for improved reproducibility of furnace temperatures.

 6.1.2 Single element hollow cathode lamps  or single
 element electrodeless discharge lamps along with the
 associated power supplies.

 6.1.3 Argon gas supply (high-purity grade, 99.99%) for
 use during the atomization of selenium, for sheathing the
 furnace tube when  in operation, and during furnace
 cleanout.

- 6.1.4 Alternate gas mixture (hydrogen 5% - argon 95%)
 for use as a continuous gas flow environment during the
 dry and char furnace cycles.

 6.1.5 Autosampler capable of adding matrix modifier
 solutions to the furnace, a single addition of analyte, and
 completing methods of  standard additions when re-
 quired.

 6.2  Analytical balance, with capability to measure to
 0.1  mg, for  preparing standards, and for determining
 dissolved solids in digests or extracts.

 6.3  A temperature adjustable hot plate capable  of
 maintaining a temperature of 95°C.

 6.4  An air displacement pipetter capable of delivering
 volumes ranging from 100 to 2500 \iL with an assortment
 of high quality disposable pipet tips.

 6.5  Labware — All  reusable labware (glass, quartz,
 polyethylene, PTFE, FEP, etc.) should be sufficiently
 clean for the task objectives. Several procedures found
 to provide clean labware include washing with a deter-
 gent solution, rinsing with tap water, soaking for 4 h or
 more in 20% (v/v)  nitric acid or a mixture of HCI and
 HNO3,  rinsing with  reagent water and storing clean.
 Chromic acid cleaning solutions must be avoided be-
 cause chromium is an analyte.

 Note: Glassware having ground glass stoppers, etc.
 should be avoided because the ground glass surface is
 difficult to clean properly and can contain active sites
 which adsorb metals.

 6.5.1  Glassware — Volumetric flasks, graduated cylin-
 ders, funnels and centrifuge tubes (glass and/or metal-
 free plastic).
 5.6  It is the responsibility of the user of this method to
 comply with relevant disposal and waste regulations. For
 guidance see Sections 14.0 and 15.0.
                                                200.12-5
 6.5.2 Assorted calibrated pipettes.

 6.5.3 Griffin beakers, 250-mL with 75-mm watch glasses
                                                                              Revision 1.0  November 1992

-------
and (optional) 75-mm ribbed watch glasses.

6.5.4 Narrow-mouth storage bottles, FEP (fluorinated
ethylene propylene) with screw closure, 125-mL to 1-L
capacities.

6.5.5 One-piece stem FEP wash bottle with screw clo-
sure, 125-mL capacity.

7.0  Reagents and Standards
7.1  Reagents may contain elemental impurities which
might affect analytical data. Only high-purity reagents
that conform to the American Chemical Society specifi-
cations8 should be used whenever possible. If the purity
of a reagent is in question, analyze for contamination. All
acids used for this method must be of ultra high-purity
grade or equivalent. Suitable acids are available from a
number of manufacturers. Redistilled acids prepared by
sub-boiling distillation are acceptable.

7.2  Nitric acid, concentrated (sp.gr. 1.41) - HNO3.

7.2.1 Nitric  acid (1+1) — Add 500 ml  concentrated
HNO3 to 400 mL reagent water and dilute to 1 L

7.2.2 Nitric acid (1 +5)—Add 50 mL concentrated HNO3
to 250 mL reagent water.

7.2.3 Nitric acid (1 +9)—Add 10 mL concentrated HNO3
to 90 mL reagent water.

7.3   Reagent water. All references to  water in this
method refer to ASTM Type I grade water.7

7.4  Ammonium hydroxide, concentrated (sp. gr. 0.902).

7.5   Matrix Modifier, dissolve 300 mg palladium (Pd)
powder in concentrated HNO3 (1 mL of HNO3, adding 10
jiL of concentrated HCI if necessary). Dissolve 200 mg of
Mg(NO3)2-6H2O in ASTM Type I water.  Pour  the two
solutions together and dilute to 100 mL with ASTM Type
I water.

Note: It is recommended that the matrix modifier be
analyzed separately in order to assess the contribution of
the modifier to the absorbance of calibration and reagent
blank solutions.

7.6   Standard stock solutions may be  purchased  or
prepared from ultra-high purity grade chemicals (99.99 to
99.999% pure). All compounds must be dried for 1 h at
105°C,  unless otherwise specified. It is recommended
that stock solutions be stored in FEP bottles. Replace
stock standards when succeeding dilutions for prepara-
tion  of calibration standards cannot be verified.

Caution: Many of these chemicals are extremely toxic if
inhaled or swallowed (Section 5.1). Wash hands thor-
oughly after handling.

Typical stock solution preparation procedures follow for
1-L quantities, but for the purpose of pollution prevention,
the analyst is encouraged to prepare smaller quantities
when possible. Concentrations are calculated based
upon the weight of the pure element or upon the weight
of the compound multiplied by the fraction of the analyte
in the compound.

From pure element,

   Concentration = weight (mg)
                  volume (L)

From pure compound,

   Concentration = weight (mg) x gravimetric factor
                            volume (L)

   where:

   gravimetric factor = the weight fraction of the analyte
                     in the compound.

7.6.1 Arsenic solution, stock, 1 mL = 1000 jig As: Dis-
solve 1.320 g of As2O3 (As fraction = 0.7574), weighed
accurately to at least four significant figures, in 100 mL of
reagent water containing 10.0 mL concentrated NH4OH.
Warm in solution gently to effect dissolution. Acidify the
solution with 20.0 mL concentrated HNO3 and dilute to
volume in a 1-L volumetric flask with reagent water.

7.6.2 Cadmium solution, stock, 1  ml. = 1000 jig Cd:
Dissolve  1.000 g Cd metal, acid  cleaned with  (1+9)
HNO3,  weighed accurately to at least four significant
figures, in 50 mL (1+1) HNO3  with heating to effect
dissolution. Let solution cool and dilute with reagent
water in a 1-L volumetric flask.

7.6.3 Chromium solution, stock, 1 mL = 1000 jig Cr:
Dissolve  1.923 g CrO (Cr fraction = 0.5200), weighed
accurately to at least four significant figures,  in 120 mL
(1 +5) HNO3. When solution is complete, dilute to volume
in  a 1 -L volumetric flask with reagent water.

7.6.4 Copper solution, stock, 1 mL = 1000 |iig Cu: Dis-
solve 1.000 g Cu metal, acid  cleaned with (1+9)  HNO3,
weighed  accurately to at least four significant figures, in
50.0 mL (1 +1) HNO3 with heating to effect dissolution. Let
solution cool and dilute in a 1-L volumetric flask with
reagent water.

7.6.5 Lead solution, stock, 1 mL= 1000 ng Pb: Dissolve
1.599 g Pb(NO3)  (Pb fraction = 0.6256), weighed
accurately to at feast four significant figures, in a mini-
mum amount of (1+1) HNO3. Add 20.0 mL (1+1) HNO3
and dilute to volume in a 1 -L volumetric flask with reagent
water.

7.6.6 Nickel solution, stock, 1 mL = 1000 jig Ni: Dissolve
1.000 g of nickel metal, weighed accurately to at least
four significant figures, in 20.0 mL hot concentrated
HNO3, cool, and dilute to volume in a 1 - L volumetric flask
with reagent water.

7.6.7 Selenium solution,  stock, 1  ml_ = 1000 ng Se:
Dissolve 1.405 g SeO (Se fraction = 0.7116), weighed
accurately to at least four significant  figures, in 200 mL
reagent water and dilute to volume in a 1-L volumetric
flask with reagent water.

7.7  Preparation of Calibration Standards — Fresh
calibration standards (CAL Solution) should be prepared
                                               200.12 - 6
Revision 1.0 November 1992

-------
weekly, or as needed. Dilute each of the stock standard
solutions to levels appropriate to the operating range of
the instrument using the appropriate acid diluent. The
element concentrations in each CAL solution should be
sufficiently high to produce good measurement precision
and to accurately define the slope of the response curve.
The  instrument calibration should be initially verified
using a I PC sample (Section 7.9).

7.8  Blanks—Fourtypes of blanks are required forthis
method.  A calibration blank is used to  establish the
analytical calibration curve, the laboratory reagent blank
(LRB) is used to assess possible contamination from the
sample preparation procedure  and to assess spectral
background, the laboratory fortified blank  is used to
assess routine laboratory performance, and a rinse blank
is used to flush the instrument autosampler uptake sys-
tem. All diluent acids should be made from concentrated
acids (Section 7.2) and ASTM Type I water.

7.8.1 The calibration  blank consists of the appropriate
acid diluent in ASTM Type I water. The calibration blank
should be stored in a FEP bottle.

7.8.2 The laboratory reagent blanks must contain all the
reagents in the same volumes as used in processing the
samples. The preparation blank must be carried through
the entire sample digestion and preparation  scheme.

7.8.3 The laboratory fortified blank (LFB) is prepared by
fortifying  an aliquot of the laboratory reagent blank with
all analytes to provide a final concentration which will
produce an absorbance of approximately 0.1 for each
analyte. The LFB must be carried through the complete
procedure as used for the samples.

7.8.4 The rinse blank is a 0.1% HCI and 0.1% HNO3
solution used to flush the autosampler tip and is stored in
the appropriate plastic containers.

7.9  Instrument Performance Check (IPC) Solution—
The IPC solution is used to periodically verify instrument
performance during analysis. It should be prepared in the
same acid mixture as the calibration standards by com-
bining method analytes at appropriate concentrations to
approximate the midpoint of the calibration  curve. The
IPC solution should be prepared from the same standard
stock solutions used to prepare the calibration standards
and stored in a FEP bottle. Agency programs may specify
or request that additional instrument performance check
solutions be prepared at specified  concentrations in
order to meet particular program needs.

7.10 Quality Control Sample (QCS) — For initial and
periodic verification of calibration standards  and instru-
ment performance, analysis  of a QCS is required. The
QCS must be obtained from an outside source different
from the  standard stock solutions and prepared in the
same acid mixture as the calibration standards. The
concentration of the analytes in the QCS solution should
be such that the resulting solution will provide an absor-
bance  reading of approximately 0.1. The QCS solution
should be stored in a FEP bottle and analyzed as needed
to meet data-quality needs. A fresh solution should be
prepared quarterly or as needed.
                                               200.
  7.11  Matrix Performance Check (MPC) — The MPC
  solution is used to periodically evaluate the laboratory/
  instrument performance in saline samples. It should be
  prepared in  the  same  acid mixture as the calibration
  standards by combining method analytes at appropriate
  concentrations in a seawater matrix (NASS-3,  or its
  equivalent) to produce an absorbance of 0.1. The MPC
  solution should be prepared from the same standard
  stock solutions used to prepare the calibration standards
  and stored in a FEP bottle. The MPC sample should be
  analyzed after every 10 samples to assure saline matrix
  is not producing false positives.

  8.0   Sample  Collection,  Preservation and
        Storage
  8.1   Prior to collection of an aqueous sample, consider-
  ation should be given to the type of data required. Acid
  preservation should be performed at the time of sample
  collection or as soon thereafter as practically possible.
  The pH of all aqueous samples must be tested immedi-
  ately prior to aliquoting for analysis to ensure the sample
  has been properly preserved. If properly acid-preserved,
  the sample can be held up to 6 months before analysis.

  8.2   For determination of total recoverable elements in
  aqueous samples, acidify with (1 +1) nitric acid at the time
  of collection to pH <2. Normally,  3 mL of (1 +1) nitric acid
  (ultra high purity) per liter of sample is sufficient for most
  ambient water samples. The sample should not be fil-
  tered prior to analysis.

  Note: Samples that cannot be acid-preserved atthe time
  of collection because of sampling limitations or transport
  restrictions,  or are > pH 2 because of high alkalinity
  should be acidified with  nitric acid to pH <2 upon receipt
  in the  laboratory. Following acidification, the  sample
  should be held for 16 h and the pH verified to be<2 before
  withdrawing  an aliquot for sample processing.

  8.3   For aqueous samples, a  field blank should be
  prepared and analyzed as required by the data user. Use
  the same container and acid as  used in sample collec-
  tion.

  9.0   Quality Control
  9.1   Each laboratory using this method is required to
  operate a formal quality control (QC) program. The
  minimum requirements of this program consist  of an
  initial demonstration of laboratory capability, and the
  periodic analysis of laboratory reagent blanks,  fortified
  blanks and other laboratory solutions as a continuing
  check  on  performance. The laboratory is required to
  maintain performance records that define the quality of
  the data thus generated.

  9.2  Initial Demonstration of Performance
        (Mandatory)
  9.2.1 The initial demonstration of performance is used to
  characterize instrument performance (determination of
  linear dynamic ranges  and analysis of quality control
  samples) and laboratory performance (determination of
  method detection limits) prior to samples being analyzed
  by this method.
12-7
                           Revision 1.0 November 1992

-------
9.2.2 Linear dynamic range (LDR) —The upper limit of
the LDR must be established for the wavelength utilized
for each analyte by determining the signal responses
from a minimum of six different concentration standards
across the range, two of which are close to the upper limit
of the LDR. Determined LDRs must be documented and
kept on file. The linear calibration range which may be
used for the analysis of samples should be judged by the
analyst from the resulting data. The upper LDR limit
should be an observed signal no more than 10% below
the level extrapolated  from the four lower standards.
New LDRs should be determined whenever there is a
significant change in instrument response, a change in
instrument analytical hardware or operating conditions.

Note: Multiple cleanout furnace cycles may be neces-
sary in order to fully define or utilize the LDR for certain
elements such as chromium. For this reason, the upper
limit of the linear calibration range may not correspond to
the upper operational LDR limit.

Measured sample analyte concentrations that exceed
the upper limit of the linear calibration range must either
be diluted  and reanalyzed (with  concern for memory
effects Section 4.4) or analyzed by another approved
method.

9.2.3 Quality control sample (QCS) —When beginning
the use of this method, on a quarterly basis or as required
to meet data-quality needs, verify the calibration stan-
dards and acceptable instrument performance with-the,
preparation and analyses of a QCS (Section 7.10). Ifthe
determined concentrations are not within ± 10% of the
stated values, performance of the determinative step of
the method is unacceptable. The source of the problem
must be identified and corrected before either proceed-
ing on with the initial determination of method detection
limits or continuing with ongoing analyses.

9.2.4 Method detection limit (MDL) — MDLs must be
established for all analytes, using reagent water (blank)
fortified at  a  concentration of two to three times the
estimated instrument detection limit.8 To determine MDL
values, take  seven replicate  aliquots of the fortified
reagent water and process through the entire'analytical
method. Perform all calcujations defined in the method
and report the concentration values in the appropriate
units. Calculate the MDL as follows:

                   MDL = (t) x (S)

where, t - Student's t value for a 99% confidence level
and a standard deviation estimate with  n-1 degrees
of freedom [t« 3.14 for seven replicates].

        S « standard deviation of the replicate analyses.

 Note: Ifthe percent relative standard deviation (% RSD)
from the analyses of the seven aliquots is < 15%,  the
concentration used to determine the analyte MDL may
have been inappropriately high for the determination.  If
so, this could result in calculation of an unrealistically low
MDL. If additional confirmation of the MDL is desired,
reanalyze  the seven  replicate aliquots  on two more
nonconsecutive days and again calculate the MDL val-
ues for each day. An average of the three MDL values for
each  analyte may provide  a more appropriate  MDL
estimate. Concurrently, determination of MDL in reagent
water represents a best case situation  and does not
reflect possible matrix effects of real world samples.
However, successful analyses of LFMs (Section 9.4) and
the analyte addition test described in Section 9.5.1 can
give confidence to the MDL value determined in reagent
water. Typical single laboratory MDL values using this
method are given in Table 2.

MDLs should be determined every six months, when a
new operator begins work or whenever there is a signifi-
cant change in the background or instrument response.

The MDLs reported in Table 2 were determined in forti-
fied NASS-3 samples. It is recommended that a certified
saline matrix such as NASS-3 be used to determine
MDLs.

9.3   Assessing Laboratory Performance
      (Mandatory)
9.3.1  Laboratory reagent blank (LRB)—The laboratory
must analyze at least one LRB (Section 7.8.2) with each
batch of  20  or  fewer samples. LRB data are used to
assess contamination from the laboratory environment.
LRB values that exceed the  MDL indicate laboratory or
reagent contamination should be suspected. Any deter-
mined source of contamination must be corrected and
the samples reanalyzed  for  the affected analytes after
acceptable LRB values have been obtained.

9.3.2 Laboratory fortified blank (LFB) —The laboratory
must  analyze at least one LFB (Section 7.8.3) with each
batch of samples. Calculate accuracy as percent recov-
ery (Section 9.4.3). If the recovery of  any analyte falls
outside the required control limits of 85-115%, that analyte
is judged out of control, and the source of the problem
should be identified and resolved before continuing analy-
ses.

9.3.3 The laboratory must use  LFB analyses data to
assess laboratory performance against the required con-
trol limits of 85-115%. When sufficient internal perfor-
mance data become available (usually a minimum of 20-
30 analyses), optional control limits can be developed
from  the percent mean recovery (x) and the standard
deviation (S) of the mean recovery.  These data can be
used  to establish the upper and lower control limits as
follows:

             Upper Control Limit = x  + 3S

             Lower Control Limit = x - 3S

The optional control limits must be equal to or better than
the required control limits of 85-115%.  After each five to
ten new recovery measurements, new control limits can
be calculated  using only the most recent  20-30 data
points. Also, the standard deviation (S) data should be
used to establish an ongoing precision statement for the
level  of concentrations included in the LFB. These data
must be  kept on file and be available for review.
                                               200.12-8
Revision 1.0 November 1992

-------
9.3.4 Instrument performance check (IPC) solution —
For all determinations the laboratory must analyze the
IPC solution (Section 7.9) and a calibration blank imme-
diately following daily calibration, after every tenth sample
(or more frequently, if required) and after the last sample
in the batch is analyzed. Analysis of the IPC solution and
calibration blank immediately following calibration must
verify that the instrument is within + 5% of calibration.
Subsequent analyses of the IPC solution must verify the
calibration within ±  10%. If the calibration cannot  be
verified within  the specified  limits, reanalyze  the IPC
solution. If the second analysis of the IPC solution con-
firms calibration to be outside the limits, sample analysis
must be discontinued, the cause determined and/or, in
the case of drift, the instrument recalibrated. All samples
following the last acceptable IPC solution must be reana-
lyzed.  Data for the  calibration blank and IPC solution
must be kept on file  with associated sample data.

9.3.5 Matrix performance check (MFC) solution — For
all determinations, the laboratory must analyze the MPC
solution (Section 7.11) immediately following daily cali-
bration, after every tenth sample (or more frequently, if
required) and after the last sample in the batch is ana-
lyzed. Analysis of the MPC must verify that the instru-
ment is within ± 15% of calibration and confirm that the
matrix is not causing matrix/background interferences. If
the MPC is not within ± 15%, reanalyze the MPC solution.
If the second analysis of the MPC solution is outside the
limits, sample analysis must be discontinued, the  cause
determined and/or,  in the case of drift, the instrument
recalibrated. All samples following the last acceptable
MPC solution must be reanalyzed. The analysis data for
the calibration blank and MPC solution must be kept on
file with the sample analyses data.

9.4   Assessing Analyte Recovery and Data
      Quality
9.4.1 Sample homogeneity and the chemical nature of
the sample matrix can affect analyte recovery and the
data quality. Taking separate aliquots from the sample
for replicate and fortified analyses can in some  cases
assess these effects. Unless otherwise specified  by the
data user, laboratory or program, the following laboratory
fortified matrix (LFM) procedure  (Section 9.4.2) is  re-
quired. Also, the analyte addition test (Section 9.5.1) can
aid in identifying matrix interferences.  However,  all
samples must have a  background absorbance < 1.0
before the test results obtained can be considered reli-
able.

9.4.2 The laboratory must add a known amount of each
analyte to a minimum of 10% of the routine samples. In
each case  the LFM aliquot must be a duplicate  of the
aliquot used for sample analysis and for total recoverable
determinations added prior to sample preparation. For
water samples, the added analyte concentration must be
the same as that used in the laboratory fortified blank
(Section 9.3.2).

9.4.3 Calculate the percent recovery for each analyte,
corrected for concentrations measured in the unfortified
sample, and compare these values to the designated
LFM recovery range of 75-125%. Recovery calculations
are not required if the concentration added is less than
25% of the unfortified sample concentration.  Percent
recovery may be calculated in units appropriate to the
matrix, using the following equation:

                 R = C -C  x100
where,  R  = percent recovery.

        Cs  = fortified sample concentration.

        C  = sample background concentration.

        s   = concentration equivalent of analyte
            added to sample.

9.4.4 If the recovery of any analyte falls  outside the
designated LFM recovery range (but is still within the
range of calibration and the background absorbance is <
1.0 abs.) and the laboratory performance for that analyte
is  shown to be in control (Section 9.3), the recovery
problem encountered with the LFM is judged to be either
matrix or solution related, not system related. A flowchart
of the remainder of this section can be found in Figure 6.
This flowchart may  clarify the verbal discussion given
below.

If the background absorbance is> 1 abs., the sample and
the LFM should be diluted 1:3 and reanalyzed until the
background absorbance is < 1, at which point a percent
recovery of the LFM should be calculated. If the fortified
analyte in the diluted LFM is found to be < 25% of the
sample concentration or the diluted LFM produces an
atomic signal of < 10 times the MDL, the diluted sample
should be analyzed  by methods of standard addition. If
the calculated recovery of the diluted sample is within the
designated range, the sample concentration should be
calculated  from the diluted sample.  If the calculated
recovery of the diluted sample is outside the designated
range, follow the directions given below. If the back-
ground is reduced and/or the matrix effect is reduced by
dilution, all samples  of a similar matrix should be diluted
and  analyzed in a similar fashion. The result should be
flagged indicating the methods sensitivity has been re-
duced by the dilution. If dilution is unacceptable because
of data quality objectives the sample should be flagged
indicating the analysis is not possible via this analytical
procedure.

If the analyte recovery on the LFM is < 75% and the
background absorbance  is < 1,  complete  the analyte
addition test (Section 9.5.1) on the original sample (or its
dilution). The results of the test should be evaluated as
follows:

 1. If recovery of the analyte addition test (< 85%)
    confirms a low recovery for the LFM, a suppressive
    matrix interference  is indicated and the unfortified
    sample aliquot  must be analyzed by  method of
    standard additions (Section 11.3).
 2. If the recovery of the analyte addition test is be-
    tween 85% to 115%, a low recovery of the analyte
                                                200.12-9
                                                                              Revision 1.0 November 1992

-------
   in the LFM (< 75%) may be related to the heteroge-
   neity of the sample, sample preparation or a poor
   transfer, etc. Reportthe sample concentration based
   on the unfortified sample aliquot.

3. If the recovery of the analyte addition test is less
   than recovery calculated for the LFM, matrix sup-
   pression is confirmed. The unfortified sample should
   be analyzed by MSA (Section 11.3). Significantly
   lower recoveries (relative to the LFM) associated
   with the anaiyte addition test are unlikely unless the
   sample is heterogeneous.

4. If the recovery of the analyte addition test is>115%,
   the dramatic change in analyte response should be
   verified by fortifying the LFM. The  recovery in the
   sample and the recovery  in the LFM should  be
   compared. If the recoveries verify the dramatic
   response difference, the sample results should be
   flagged indicating the sample matrix is not homoge-
   neous.


If the analyte recovery in the LFM is > 125% and the
background absorbance is < 1, complete the analyte
addition test (Section 9.5.1) on the unfortified sample (or
its dilution) aliquot.

 1.  If the percent recovery of the analyte addition test is
   > 115% and the LFB does not indicate laboratory
    contamination, an enhancing matrix  interference
    (albeit rare) is indicated, and the unfortified sample
    aliquot must be analyzed  by method of standard
    additions (Section 11.3).

 2. If the percent recovery of the analyte addition test is
    between 85% to 115%, either random sample con-
    tamination of the LFM, an incorrect analyte concen-
    tration was added to the LFM  prior to sample
    preparation, or sample heterogeneity should be
    suspected. Report analyte data determined from
    the analysis of the unfortified sample aliquot.

 3. If the percent recovery of the analyte addition test is
    < 85%, a heterogeneous sample with matrix inter-
    ference is suspected. This dramatic change in re-
    sponse should be verified by performing the analyte
    addition test to the LFM. The recovery in the sample
    and the recovery in the LFM should be compared.
     If the recoveries verify the dramatic response differ-
     ence the sample results should be flagged indicat-
     ing the sample matrix is not  homogeneous.


 9.4.5 If the analysis of a LFM sample(s) and the test
 routines above indicate an operative interference and the
 LFMs are typical of the other samples in the batch, those
 samples that are similar must be analyzed in the same
 manner as the LFMs. Also, the data user must be
 informed when a matrix interference is so severe that it
 prevents successful determination of the analyte or when
 the  heterogeneous nature of the sample precludes the
use of duplicate analyses.

9.4.6 Where  reference materials are available, they
should be analyzed to provide additional performance
data. Analysis of reference samples is a valuable tool for
demonstrating the ability to perform the method accept-
ably. It is recommended that NASS-3 or its equivalent be
fortified and used as an MPC.

9.5   Matrix interference effects and the need for MSA
can  be assessed by the following test. Directions for
using MSA are given in Section 11.3.

9.5.1 Analyte addition test: An analyte standard added
to a portion of a prepared sample or its dilution should be
recovered to within 85-115% of the known value. The
analyte addition should occur directly to sample in the
furnace and should produce a minimum absorbance of
0.1. The concentration of the analyte addition plus that in
the sample should not exceed the linear calibration range
of the analyte. If the analyte is not recovered within the
specified limits, a matrix effect should be suspected and
the sample must be analyzed by MSA.

10.0 Calibration and Standardization
 10.1 Specific wavelengths and instrument operating
conditions are listed  in Table 1. However, because of
differences among makes and models of spectropho-
tometers and electrothermal furnace devices, the actual
instrument conditions selected may vary from those
listed.

 10.2 Prior to the use of this method,  the instrument
operating conditions must  be  optimised.  The  analyst
should follow the instructions provided by the manufac-
turer while using the conditions listed  in Table 1 as  a
 guide. The appropriate charring condition for each of the
 analytes is a critical part of the metal analysis in saline
 waters; therefore, the char temperature profiles should
 be determined in a saline water matrix. The appropriate
 charring temperature should be chosen so as to minimize
 background absorbance while providing some furnace
 temperature variation without the loss of analyte. For
 analytical operation, the charring temperature is usually
 set at least 100°C below the point at which analyte begins
 to be lost during the  char. Because  the background
 absorbance can be affected by the atomization tempera-
 ture, care should be taken in the choice of an appropriate
 atomization temperature. The optimum conditions se-
 lected should provide the lowest reliable MDLs and be
 similar to those listed in Table 2.  Once  the optimum
 operating conditions are determined, they should be
 recorded and available for daily reference. The effective-
 ness of these operating conditions are continually evalu-
 ated by analyzing the MPC.

  10.3  Prior to  an initial calibration the linear dynamic
 range of the analyte must be determined (Sect 9.2.2)
 using the optimized instrument operating conditions. For
 all determinations allow an instrument and hollow cath-
 ode lamp warm-up period of not less than 15 min. If an
  EDL is to be used, allow 30 min for warm-up.
                                               200.12-10
 Revision 1.0 November 1992

-------
 10.4 Before using the procedure (Section 11.0) to ana-
 lyze samples, there must be data available documenting
 initial demonstration of performance. The required data
 and procedure are described in Section 9.2. This data
 must be generated using the same instrument operating
 conditions and calibration routine to be used for sample
 analysis. These documented data must be kept on file
 and be available for review by the data user.

 11.0 Procedure
 11.1 Aqueous Sample Preparation-Total
      Recoverable Analytes
 11.1.1  Add 2 ml (1 +1) nitric acid to the beaker contain-
 ing 100 ml_ of sample.  Place the beaker on a hot plate for
 solution evaporation. The hot plate should be located in
 a fume hood and previously adjusted to provide evapo-
 ration at a temperature of approximately but no higher
 than 85°C. (See the following note.) The beaker should
 be covered with an elevated watch glass or other neces-
 sary steps should be taken to prevent sample contamina-
 tion from the fume hood environment.

 Note: For proper heating adjust the temperature control
 of the hot plate such that an uncovered Griffin beaker
 containing 50 ml_ of water placed in the center of the hot
 plate can be maintained at a temperature approximately
 but no higher than 85°C. (Once the beaker is covered
 with a watch glass the temperature of the water will rise
 to approximately 95°C.)

 11.1.2  Reduce the volume of  the sample aliquot to
 about 20 ml_ by gentle heating at 85°C. DO NOT BOIL.
 This step takes about  2 h for a 100-mL aliquot with the
 rate of  evaporation rapidly increasing as the sample
 volume approaches 20 ml_. (A spare beaker containing
 20 mL of water can be used as a gauge.)

 11.1.3  Cover the lip of the beaker with a watch glass to
 reduce additional evaporation and gently reflux the sample
 for 30 min.

 7 7.1.4  Allow the beaker to cool. Quantitatively transfer
 the sample solution to  a 100-mL volumetric flask, dilute
 to volume with reagent water, stopper and mix.

 11.1.5  Allow any undissolved material to settle over-
 night, or centrifuge a portion of the prepared sample until
 clear. (If after centrifuging or standing overnight the
 sample  contains suspended solids, a portion  of the
 sample  may be filtered prior to analysis. However, care
 should be exercised to  avoid potential contamination
 from filtration.) The sample is now ready for analysis.
 Because the effects of various matrices on the stability of
 diluted samples cannot be characterized, all analyses
 should be performed  as soon  as  possible after the
 completed preparation.

 11.2 Sample Analysis
 11.2.1   Prior to daily calibration of the instrument,  in-
spect the graphite tube  and contact rings for salt buildup,
etc. Generally, it will be necessary to clean the contact
rings and replace the graphite tube daily. The contact
rings are a cooler environment in which salts can deposit
  after atomization. A cotton swab dipped in a 50/50
  mixture of isopropyl alcohol (I PA) and H2O (such that it is
  damp but not dripping)  can  be used  to remove the
  majority of the salt buildup. A second  cotton swab  is
  dipped in IPA and the contact rings are wiped down to
  assure they are clean. The rings are then allowed to
  thoroughly dry and then a new tube is placed in the
  furnace and  conditioned according  to  instrument
  manufacturer's specifications.

  11.2.2 Configure the instrument system to the selected
,  optimized operating conditions as  determined in Sec-
  tions 10.1 and 10.2.

  11.2.3 Before beginning daily calibration the instrument
  should be reconfigured to the  optimized conditions. Ini-
  tiate the data system and allow a period of not less than
  15 min for instrument and hollow cathode lamp warm up.
  If an EDL is to be used, allow 30 min for warm up.

  /1.2.4 After the warm up period but before calibration,
  instrument stability must be demonstrated by  analyzing
  a standard solution with a concentration 20 times the IDL
  a minimum of five times. The resulting relative standard
  deviation  of absorbance  signals must be < 5%. If the
  relative standard deviation is > 5%, determine and cor-
  rect the cause before calibrating the instrument.

  11.2.5 For initial and daily operation, calibrate the in-
  strument according to the instrument manufacturer's
  recommended procedures using the calibration blank
  (Section 7.8.1) and calibration standards (Section 7.7)
  prepared  at three or  more concentrations within  the
  usable linear dynamic range of the analyte (Sections 4  4
  and 9.2.2).

  11.2.6 An autosampler must be used to introduce all
  solutions into the graphite furnace. Once the sample and
  the matrix modifier are injected, the furnace  controller
  completes a set of furnace cycles and a cleanout period
  as programmed. Analyte signals must be reported on an
  integrated absorbance basis. Background absorbances,
  background heights and the corresponding peak profiles
  should be displayed to the CRT for review by the analyst
  and be available as hard copy for documentation to be
  kept on file. Flush  the autosampler solution uptake sys-
  tem with the rinse blank (Section 7.8.4)  between each
  solution injected.

  11.2.7 After completion of the initial requirements of this
  method (Section 9.2), samples should be analyzed in the
  same operational manner used in the calibration routine.

  11.2.8 During sample analyses, the laboratory must
 comply with the required quality control described in
 Sections 9.3 and 9.4.

  71.2.9 For every new or unusual matrix, when  practical,
 it is. highly recommended that an inductively coupled
 plasma atomic emission spectrometer be used to screen
 for high element concentration. Information gained from
 this may be used to prevent potential damage to the
 instrument and to  better estimate which elements may
 require analysis by graphite furnace.
                                              200.12-11
                                                                             Revision 1.0 November 1992

-------
 11.2.10 Determined sample analyte concentrations that
 are £ 90% of the upper limit of calibration must either be
 diluted with acidified reagent water and reanalyzed with
 concern for memory effects (Section 4.4), or determined
 by another approved but less  sensitive procedure.
 Samples with background absorbances > 1 must be
 diluted with appropriate acidified reagent water such that
 the background absorbance is < 1 (Section 9.4.4). If the
 method of standard additions is required,  follow the
 instructions described in Section 11.3.

 77.2.77 When it is necessary to assess an operative
 matrix interference (e.g., signal reduction due to high,
 dissolved solids), the test described in Section  9.5 is
 recommended.

 71.2.12 Report data as directed in Section 12.

 11.3 Standard Additions— If the method of standard
 addition is required, the following procedure is recom-
 mended:

 71.3.1 The standard addition technique9 involves pre-
 paring new standards in the sample matrix  by adding
 known amounts of standard to one or more aliquots of the
 processed sample solution. This technique compen-
 sates for a sample constituent that enhances  or de-
 presses the analyte signal, thus  producing a different
 slope from that of the calibration standards. It will not
 correct for additive interference, which causes a baseline
 shift. The simplest version of this technique is the single-
 addition method. The procedure is as follows: Two iden-
 tical aliquots of the sample solution, each of volume Vx,
 are taken. To the first (labeled A) is added a small volume
 Vs of a standard analyte solution of concentration Cs. To
 the second (labeled B) is added the same volume Vs of
 the solvent. The analytical signals of A and B are mea-
 sured and corrected for nonanalyte signals. The,un-
 known sample concentration Cx is calculated:

                   Cx= SBVSCS
                       
-------
lations and Science Policy, 115516th Street N.W., Wash-
ington D.C. 20036, (202)872-4477.

15.0 Waste Management
15.1 The Environmental  Protection Agency requires
that laboratory waste management practices be con-
ducted consistent with all applicable rules and regula-
tions. The Agency urges laboratories to protect the air,
water, and land by minimizing and controlling all releases
from hoods and bench operations, complying with the
letter and spirit of any sewer discharge permits and
regulations, and by complying with all solid and hazard-
ous waste regulations, particularly the hazardous waste
identification rules and land disposal restrictions.  For
further information on waste management consult The
Waste Management Manual for Laboratory Personnel,
available from the American Chemical Society at the
address listed in the Section 14.2.

16.0 References
1.   Pruszkowska, E., G. Carnrick, and W. Slavin. Anal.
    Chem. 55, 182-186,1983.

2.   Carcinogens - Working With  Carcinogens,
    Department of Health, Education, and Welfare, Public
    Health Service, Centers for Disease Control, National
    Institute for Occupational Safety and Health,
    Publication No. 77-206, Aug. 1977.
3.  OSHA  Safety  and Health Standards, General
    Industry, (29 CFR 1910), Occupational Safety and
    Health  Administration,  OSHA  2206, (Revised,
    January 1976).

4.  Safety  in  Academic Chemistry Laboratories,
    American Chemical Society Publication, Committee
    op Chemical Safety, 3rd Edition,  1979.

5.  Proposed OSHA Safety  and Health Standards,
    Laboratories,  Occupational Safety and  Health
    Administration, Federal Register, July 24,1986.

6.  Rohrbough, W.G. etal. Reagent Chemicals, American
    Chemical Society  Specifications,  7th  edition.
    American Chemical Society, Washington, DC, 1986.

7.  American Society for Testing and Materials. Standard
    Specification for Reagent Water, D1193-77.  Annual
    Book of ASTM Standards, Vol. 11.01.  Philadelphia,
    PA, 1991.

8.  Code of Federal Regulations 40, Ch. 1, Pt. 136,
    Appendix B.

9.  Winefordner, J.D., Trace Analysis: Spectroscopic
    Methods for Elements,  Chemical Analysis, Vol. 46,,
    pp. 41-42, 1976.
                                             200.12-13
                                                                          Revision 1.0 November 1992

-------
17.0 Tables, Diagrams, Flowcharts, and Validation Data
Table 1. Furnace Conditions for Determination of Metals in Seawater1
Element
As


Cd


•
Cr


Cu


Ni


Pb


Se



Wavelength (nm)
Slit Width (nm)
193.7
0.7

22&S
0.7


357.9
0.7

3&S
0.7

232A
0.2

2S12
0.7

196.Q
2.0


Method of
Analysis
Direct


Matrix Match
Standard
or
Std. Addition
Direct


Direct


Direct


Direct


Matrix Match
Standard
or
Std. Addition
Modifier2-3
Pd/Mg


Pd/Mg
+
600 jig
NH4N03
Pd/Mg


Pd/Mg


Pd/Mg


Pd/Mg


Pd/Mg
9% HNO3 on
Platform

Furnaces5
Cycle
Dry
Char
Atomization
Dry
Charl
Char 2
Atomization
Dry
Char
Atomization
Dry
Char
Atomization
Dry
Char
Atomization
Dry
Char
Atomization
Dry
Char
Atomization

Temp
°C
130
14004
2200
130
350
850
1500
130
1500
2600
130
1300
2600
130
1400*
2600
130
1200
2200
130
1000
2100

Temp
Ramp
1
10
0
1
45
1
0
1
5
0
1
10
0
1
10
0
1
10
0
1
5
0

Hold Time (sec)
60
60
5
60
30
30
5
60
30
5
60
30
5
60
30
7
60
45
5
60
60
5

' 10-uL sample size.
3 S uL of (30 mg Pd Powder and 20 mg Mg(NCg2'6H2O to 10 mL).
a A gas mixture of 5% H? in 95% Ar is used during the dry and char.
4 Sodium emission is visibly exiting from the sample inlet port.
* The furnace program has a cool down step of 20° between char and .atomization
  and a dean out step of 2600°C after atomization.
Table 2. MDLs and Background Absorbances Associated with a Fortified NASS-31
Typical
Integrated
MDL5 Background
Element jig/L Absorbances6
Cd 0.1
Cr
Cu 2.8
Ni 1.8
Pb 2.4
Se4 9.5
As4 2.6
1.2
0.2
0.2
0.1
0.4
1.4
0.3
1 Matrix Modifier « 0.015 mg Pd + 0.01 mg Mg{NO3)2.
1 A 5% Hj in Ar gas mix is used during the dry and char steps at 300 mL/min for all elements.
3 10-nL sample size. .
4 An electrodeless discharge lamp was used for this element.
* MDL calculated based on fortifying NASS-3 with metal analytes.
* Backgroundabsorbancesareaffectedbytheatomizationtemperatureforanalysis, therefore, lowering atomization
temperatures may be advantageous if large backgrounds are observed.
- Not Determined.
                                               200.12-14
Revision 1.0 November 1992

-------
Table 3.  Precision and Recovery Data for Fortified NASS-3
Element
As
Cd'
Cr
Cu
Pb
Ni
Se1
Certified
Value
M9/L
1.65 ±0.1 9
0.029 ± 0.004
0.175 ±0.010
0.1 09 ±0.011
0.039 ±0.006
0.257 ±0.027
0.024 ± 0.004
Observed
Value

           3
           c
3.4
3.2
 3
2.8
2.6
2.4
2.2
 2
1.8
1.6
1.4
1.2
 1
0.8
0.6
0.4
0.2
 0
oCd
                                                           Ni
                      400       600      800      1000     1200     1400
                                               Char Temperature °C
                                                            1600
                                                             1800
Figure 1. Integrated Background Absorbance vs. Char Temperature.
                                                  200.12-15
                                                                                  Revision 1.0 November 1992

-------
             3.221
                                       »!
                                              Current Atomic
                                             1 Current Backgrd
                                                  Time (sec)
Figure 2. Pb Atomization Profile Utilizing a 800°C Char.
                                                                                      5.00
                 110
                 100  -
                  90
                  80
                  70
             -Si   60
                  50


                  40


                  30
                                                                             + Pb
•All samples fortified with 5 fil of Standard
      JL
                                      2            4            6

                                           Microliters of Fortified NASS-3
 Figure 3. Normalized Integrated Absorbance vs. Microliters of Fortified NASS-3.
                                                                                           10
                                                   200.12-16
Revision 1.0 November 1992

-------
               110
               105
               100
                95
                90
           1   85

           1


           2   80
                75
                70
                      + NASS-3
                                                        5 nL of a Cd Standard Added.
                                                  • 5

                                              Microliters of Matrix
Figure 4. Cd Response in NASS-3 and 10,000 ppm NaCI.
             o
            I
             CD
             
-------
(1)  Poor Transfer
C2)  Sample Heterogeneity
(3)  Digestion/Precipitation
(4)  Matrix Suppression/Enhancements
(5)  Contamination
    Report Results on Diluted Sample
IFA = In Furnace Analyte Addition
                                     Report Results on
                                     Unfortified Sample
                                                                                               85% LFM > 125%
              Dilute 1:3
            Sample & LFM
                                                                                         Compare N,  |FA<85
                                                                                        Recoveries
                                                                                        IFAs to LFM
              Background
              Absorbance
               <1.0abs
                 Start
                                                                                                     S)  ^>
                                                                              Report Results on Unfortified Sample
   Rgure 6. Matrix Interference Flowchart.
                                                       200.12-18
   Revision 1.0  November 1992

-------
                             Method 200.13
Determination ofTrace Elements in Marine Waters by Off-Line Chelation
       Preconcentration with Graphite Furnace Atomic Absorption
                     John T. Creed and Theodore D. Martin
                         Inorganic Chemistry Branch
                         Chemistry Research Division
                                Revision 1.0
                              November 1992
                  Environmental Monitoring Systems Laboratory
                      Office of Research and Development
                     U.S. Environmental Protection Agency
                            Cincinnati, OH 45268
                                 200.13-1
                                                         Revision 1.0  November 1992

-------
                                         Method 200.13

      Determination of Trace Elements in Marine Waters by Off-Line Chelation
              Preconcentration with Graphite Furnace Atomic Absorption
1.0  Scope and Application
1.1  This  method  describes  procedures  for
preconcentration and determination of total recoverable
trace elements  in marine waters, including estuarine
water, seawater and brines.

1.2  Acid soiubilization is required prior to determina-
tion of total recoverable elements to facilitate breakdown
of complexes or colloids which might influence trace
element recoveries. This method should only be used for
preconcentration and determination of trace elements in
aqueous samples.

1.3  This method is applicable to the following ele-
ments:
Element
Cadmium
Cobalt
Copper
Lead
Nickel

(Cd)
(Co)
(Cu)
(Pb)
(NO
Chemical Abstracts Service
Registry Numbers (CASRN)
7440-43-9
7440-48-4
7440-50-8
7439-92-1
7440-02-0
 1.4   Method detection limits (MDLs) forthese elements
 will be dependent on the specific instrumentation em-
 ployed and the selected operating conditions. MDLs in
 NASS-3 (Reference Material, National Research Coun-
 cil of Canada) were determined using the procedure
 described in Section 9.2.4 and are listed in Table 1.

 1.5   A minimum of 6 months experience in graphite
 furnace atomic absorption (GFAA) is recommended.

 2.0  Summary of  Method
 2.1   Nitric acid is dispensed into a beaker containing an
 accurately weighed or measured, well-mixed, homoge-
 neous aqueous sample. The sample volume is reduced
 to approximately 20 mL and then covered and allowed to
 reflux. The resulting solution is diluted to volume and is
 ready for analysis.

 2.2   This method is used to preconcentrate trace ele-
 ments using an iminodiacetate functionalized chelating
 resin.1-2 Following acid soiubilization, the sample is buff-
 ered using an on-line system prior to entering the chelat-
 ing column. Group I and II metals, as well as most anions,
 are  selectively separated from the analytes by elution
 with ammonium acetate at pH 5.5. The analytes are
 subsequently eluted into a simplified matrix consisting of
 0.75 M nitric acid and are determined by GFAA.
3.0  Definitions
3.1  Calibration Blank (CB) — A volume of reagent
water fortified with the same  matrix as the calibration
standards, but without the analytes, internal standards,
or surrogate analytes.

3.2  Calibration Standard (CAL) — A solution pre-
pared from the primary dilution standard solution or stock
standard solutions and the internal standards and surro-
gate analytes. The CAL solutions are used to calibrate
the instrument response with respect to analyte concen-
tration.

3.3  Field Reagent Blank  (FRB) — An aliquot of
reagent water or other blank  matrix that is placed in a
sample container in the laboratory and  treated as a
sample in all  respects, including shipment to the sam-
pling site, exposure to sampling site conditions, storage,
preservation, and all analytical procedures. The purpose
of the FRB is to determine  if method analytes or other
interferences  are present in the field environment.

3.4  Instrument Performance Check Solution
(IPC) — A soiution of one or more method analytes,
surrogates, internal standards, or other test substances
used to evaluate the  performance of the instrument
system with respect to a defined set of criteria.

3.5  Laboratory Fortified Blank (LFB) — An aliquot
of reagent water or other blank matrices to which known
quantities of  the method analytes  are  added in the
laboratory. The LFB is analyzed exactly like a sample,
and its purpose is to determine whether the methodology
is in control, and whether the laboratory is capable of
making accurate and precise  measurements.

3.6   Laboratory Fortified Sample Matrix (LFM) —
An aliquot of  an environmental sample to which known
quantities of  the method analytes  are  added in the
laboratory. The LFM is analyzed exactly  like a sample,
and its purpose is to determine  whether the sample
matrix contributes bias to  the analytical results. The
background concentrations of the analytes in the sample
matrix must be determined in a separate aliquot and the
measured values in the LFM  corrected for background
concentrations.

3.7  Laboratory Reagent Blank (LRB) — An aliquot
of reagent water or other blank matricess that are treated
exactly as a sample including  exposure to all glassware,
equipment, solvents, reagents, internal standards, and
surrogates that are used with other samples. The LRB is
used to determine if method  analytes or other interfer-
                                               200.13-2
                                                                           Revision 1.0  November 1992

-------
ences are present in the laboratory environment, the
reagents, or the apparatus.

3.8  Linear Dynamic Range (LDR) — The absolute
quantity or concentration range over which the instru-
ment response to an analyte is linear.

3.9  Matrix Modifier (MM)—A substance added to the
instrument along with the sample in order to minimize the
interference effects by selective volatilization of either
analyte or matrix components.

3.10 Method Detection Limit (MDL)—The minimum
concentration of an analyte that can be identified, mea-
sured and reported with 99% confidence that the analyte
concentration is greater than zero.

3.11 Quality Control Sample—A solution  of method
analytes of known concentrations which is used to fortify
an aliquot of LRB or sample matrix. The QCS is obtained
from a source external to the laboratory and different
from the source of calibration standards. It is  used to
check laboratory performance with externally prepared
test materials.

3.12 Standard Addition — The addition of a known
amount of analyte to the sample in order to determine the
relative response of the detector to an analyte within the
sample  matrix.  The relative response  is then  used to
assess either an operative matrix effect or the sample
analyte concentration.

3.13 Stock Standard Solution (SSS) — A concen-
trated solution containing one or more method analytes
prepared in the laboratory using assayed reference ma-
terials or purchased from a reputable commercial source.

3.14  Total Recoverable Analyte (TRA) — The con-
centration of analyte determined to be  in either a solid
sample or an unfiltered aqueous sample following treat-
ment  by refluxing  with hot dilute mineral acid(s) as
specified in the  method.

4.0  Interferences
4.1  Several interference sources may cause inaccura-
cies in the determination of trace elements  by GFAA.
These interferences can be classified into three major
subdivisions: spectral, matrix, and memory. Some of
these  interferences  can  be minimized via  the
preconcentration step, which  reduces the Ca,  Mg, Na
and Cl concentration in the sample prior to GFAA analy-
sis.

4.2  Spectral interferences are caused by absorbance
of light by a molecule or atom which is not the analyte of
interest or emission from black body radiation.

4.2.1 Spectral interferences caused by an element only
occur if there is a spectral overlap between  the wave-
length  of the interfering element  and the analyte of
interest. Fortunately, this type of interference is relatively
uncommon in STPGFAA (Stabilized Temperature Plat-
form Graphite Furnace Atomic Absorption) because of
the narrow atomic line widths associated with STPGFAA.
In addition, the use of appropriate furnace temperature
programs and high spectral purity lamps as light sources
can minimize the possibility of this type of interference.
However, molecular absorbances can span several hun-
dred nanometers, producing broadband spectral inter-
ferences. This type of interference is far more common in
STPGFAA. The use of matrix modifiers, selective volatil-
ization, and background correctors  are all attempts to
eliminate unwanted nonspecific absorbance.  Because
the nonspecific component of the total absorbance can
vary considerably from sample  type to sample type, to
provide effective background correction and eliminate
the elemental spectral interference of palladium on cop-
per and iron on selenium, the exclusive use of Zeeman
background correction is specified in this method.

4.2.2 Spectral interferences are also caused  by emis-
sions from black body  radiation produced during  the
atomization furnace cycle. This black body emission
reaches the photomultiplier tube, producing erroneous
results. The magnitude of this interference can be mini-
mized by proper furnace tube alignment and moriochro-
mator design. In addition, atomization temperatures which
adequately volatilize the analyte of interest without pro-
ducing unnecessary black body radiation can help re-
duce unwanted background emission produced during
atomization.

4.3   Matrix interferences are caused by sample com-
ponents which inhibit formation of free atomic analyte
atoms during the atomization cycle. In this method the
use  of a delayed  atomization  device which  provides
warmer gas phase temperatures  is required.  These
devices provide an environment which is more condu-
cive  to the formation of free analyte atoms and thereby
minimize this type of interference. This type of interfer-
ence can be detected by analyzing the sample plus a
sample aliquot fortified with a known concentration of the
analyte. If the determined concentration of the analyte
addition is outside a designated  range, a possible matrix
effect should be suspected (Section 9.4).

4.4   Memory interferences result from analyzing a
sample containing  a high concentration of an element
(typically a high atomization temperature element) which
cannot be removed quantitatively in one complete set of
furnace steps. The analyte which remains  in the furnace
can  produce false positive signals on  subsequent
sample(s). Therefore, the analyst should establish the
analyte  concentration which can be injected into  the
furnace and adequately removed in one complete set of
furnace cycles. If this concentration is exceeded,  the
sample should be diluted and a blank analyzed to assure
the memory effect has been eliminated before reanalyz-
ing the diluted sample.

4.5   Low  recoveries  may  be encountered in  the
preconcentration  cycle  if  the trace elements  are
complexed by competing chelators (humic/fulvic) in the
sample or are present as colloidal material. Acid solubi-
lization pretreatment is employed  to improve analyte
recovery and to minimize adsorption, hydrolysis and
precipitation effects.
                                               200.13-3
                                                                            Revision 1.0  November 1992

-------
4.6  Memory interferences from the chelating system
may be encountered, especially after analyzing a sample
containing high analyte concentrations. A thorough col-
umn rinsing sequence following elution of the analytes is
necessary to minimize such interferences.

5.0  Safety
5.1  The toxicity or carcinogenicity  of each reagent
used in this method has not been fully established. Each
chemical should be regarded as a potential health hazard
and exposure to these compounds should be as low as
reasonably achievable.  Each laboratory is responsible
for maintaining a current awareness file of OSH A regula-
tions regarding the safe handling of the chemicals speci-
fied in this method.3"6 A reference file of material data
handling sheets  should also be made available to all
personnel involved in the chemical analysis. Specifically,
concentrated nitric and hydrochloric acids present vari-
ous hazards  and are moderately  toxic and extremely
irritating to skin and mucus membranes. Use these
reagents in a fume hood whenever possible and if eye or
skin contact occurs, flush with large volumes of water.
Always wear safety glasses or a shield for eye protection,
protective clothing and observe proper mixing when
working with these reagents.

5.2   Acidification of samples containing reactive mate-
rials may  result in release of toxic gases, such as cya-
nides or sulfides. Samples should be acidified in a fume
hood.

5.3   All  personnel handling environmental samples
known to contain or to have been in contact with human
waste should be immunized against known disease
causative agents.

5.4   The graphite tube  during atomization emits  in-
tense U V radiation. Suitable precautions should be taken
to protect personnel from such a hazard.

5.5  The use of the argon/hydrogen gas mixture during
the dry and char steps may evolve a considerable amount
of HCI gas. Therefore, adequate ventilation is required.

5.6  It is the responsibility of the user of this method to
comply with relevant disposal and waste regulations. For
guidance see Sections 14.0 and 15.0.

 6.0  Equipment and Supplies
 6.1  Graphite  Furnace A tomic Absorption
      Spectrometer
 6.1.1 The GFAA spectrometer must be capable of pro-
 grammed heating of the graphite tube and the associated
 delayed atomization device. The instrument should be
 equipped with an adequate background correction de-
 vice capable of removing undesirable non-specific ab-
 sorbance over the spectral region of interest. The capa-
 bility to record relatively fast (< 1 sec) transient signals
 and evaluate data on a peak area basis is preferred. In
 addition, a recirculating refrigeration unit is recommended
 for improved reproducibility of furnace temperatures.
 The data shown in the tables were obtained using  the
stabilized temperature platform and Zeernan background
correction.

6.1.2 Single element hollow cathode lamps or single
element electrodeless discharge lamps along with the
associated power supplies.

6.1.3 Argon gas supply (high-purity grade, 99.99%).

6.1.4 A 5% hydrogen in argon gas mix and the neces-
sary hardware to use this gas mixture during specific
furnace cycles.

6.1.5 Autosampler— Although not specifically required,
the use of an autosampler is highly recommended.

6.1.6 Graphite Furnace Operating Conditions—A guide
to experimental conditions for the applicable elements is
provided in Table 1

6.2   Preconcentration  System - System containing
no metal parts  in the analyte flow path, configured as
shown with a sample loop in Figure 1  and without a
sample loop in Figure 2.   .

6.2.1 Column — Macroporous iminodiacetate chelating
resin (Dionex Metpac CC-1  or equivalent).

6.2.2 Control valves — Inert double stack, pneumati-
cally operated four-way slider valves with connectors.

6.2.2.1  Argon gas supply regulated at 80-100 psi.

6.2.3 Solution reservoirs — Inert containers, e.g., high
density polyethylene  (HOPE), for holding  eluent and
carrier reagents.

 6.2.4 Tubing— High pressure, narrow bore, inert tubing
such as Tefzel ETFE (ethylene tetra-fluoroethylene) or
equivalent for interconnection of pumps/valve assem-
blies and  a minimum  length for connection of the
preconcentration system with the sample collection ves-
sel.

 6.2.5 Eluent pumping system (Gradient Pump) — Pro-
 grammable flow, high-pressure pumping system, ca-
 pable of delivering either  one of three eluents at a
 pressure up to 2000 psi and a flow rate of 1-5 mUmin.

 6.2.6 System setup, including sample loop (See Figure
 1).
 6.2.6.1 Sample loop — 10-mL loop constructed from
 narrow bore, high-pressure inert tubing, Tefzel ETFE or
 equivalent.

 6.2.6.2 Auxiliary pumps — On-line buffer pump, piston
 pump (Dionex QIC pump or equivalent) for delivering 2M
 ammonium acetate buffer  solution;  carrier pump, peri-
 staltic pump (Gilson Minipuls or equivalent) for delivering
 1 % nitric acid carrier solution; sample pump, peristaltic
 pump for loading sample loop.

  6.2.7 System setup without sample loop (See Figure 2).

 6.2.7.1 Auxiliary Pumps — Sample pump (Dionex QIC
  Pump or equivalent) for loading sample on the column.
                                                200.13-4
 Revision 1.0  November 1992

-------
 Carrier pump (Dionex QIC Pump or equivalent) used to
 flush collection line between samples.

 6.3   Labware — For determination of trace elements,
 contamination  and loss are of critical consideration.
 Potential contamination sources include improperly
 cleaned laboratory apparatus and general contamina-
 tion within the laboratory environment. A clean laboratory
 work area, designated for trace element sample handling
 must be used. Sample.containers can introduce positive
 and negative errors in determination of trace elements by
 (1) contributing contaminants through  surface desorp-
 tion or leaching  and (2) depleting element concentrations
 through adsorption processes. For these reasons, boro-
 silicate glass is nol recommended for use  with this
 method. All labware in contact with the sample should be
 cleaned prior to use. Labware may be soaked overnight
 and thoroughly  washed with laboratory-grade detergent
 and water, rinsed with water, and soaked for 4 h in a
 mixture of dilute nitric and hydrochloric acids, followed by
 rinsing with ASTM type I water and oven drying.

 6.3.7 Griffin  beakers, 250 mL, polytetrafluoroethylene
 (PTFE) or quartz.

 6.3.2 Storage bottles — Narrow mouth bottles, Teflon
 FEP (fluorinated ethylene propylene), or HOPE, 125-mL
 and 250-mL capacities.

 6.4   Sample Processing Equipment
 6.4.1 Air displacement pipetter — Digital pipet system
 capable of delivering volumes from 100 to 2500 nL with
 an assortment of metal-free, disposable pipet tips.

 6.4.2 Balances — Analytical balance, capable of accu-
 rately weighing to ± 0.1 mg; top pan balance, accurate to
 ± 0.01 g.

 6.4.3 Hotplate— Corning PC100 or equivalent.

 6.4.4 Centrifuge—Steel cabinet with guard bowl, elec-
 tric timer and brake.

 6.4.5 Drying oven— Gravity convection oven with ther-
 mostatic control capable of maintaining 105°C ± 5°C.

 6.4.6 pH meter— Bench mounted or hand-held elec-
 trode system with a resolution of ± 0.1 pH units.

 6.4.7 Class 100 hoods are recommended for all sample
 handling.

 7.0   Reagents and Standards
 7.1   Reagents may contain elemental impurities which
 might affect  analytical data. Only high-purity reagents
 that conform to the American  Chemical  Society specifi-
 cations7 should be used whenever possible. If the purity
 of a reagent is in question, analyze for contamination. All
 acids used for this method must be of ultra high-purity
grade or equivalent. Suitable acids are available from a
 number of manufacturers. Redistilled acids prepared by
sub-boiling distillation are acceptable.

 7.1.1 Nitric acid, concentrated (sp.gr. 1.41).
  7.1.1.1 Nitric acid 0.75M—Dilute 47.7 mL (67.3 g) cone.
  nitric acid to 1000 mL with ASTM type I water.

  7.1.1.2 Nitric acid (1 +1)—Dilute 500 mL cone, nitric acid
  to 1000 mL with ASTM type I water.

  7.1.1.3 Nitricacid(1+9)—Dilute 100 mLconc. nitricacid
  to 1000 mL with ASTM type I water.

  7.1.2 Matrix Modifier, dissolve 300 mg Palladium (Pd)
  powder in a minimum amount of concentrated HNO, (1
  mL of HNO, adding concentrated HCI only if necessary)
  Dissolve 200 mg of MgJNO^-eH O in ASTM type  1
  water. Pour the two solutions together and dilute to 100
  mL with ASTM type I water.

  Note: It is recommended that the matrix modifier be
  analyzed separately in orderto assess the contribution of
  the modifier to the overall laboratory blank.

  7.1.3 Acetic acid, glacial (sp.gr. 1.05). High purity acetic
  acid is recommended.

  7.1.4 Ammonium hydroxide (20%). High purity ammo-
  nium hydroxide is recommended.

  7.1.5 Ammonium acetate buffer 1M, pH 5.5— Add 58
  mL (60.5 g) of glacial acetic acid to 600 mL of ASTM type
  I water. Add 65 mL (60 g) of 20% ammonium hydroxide
  and mix. Check the pH of the resulting solution by
  withdrawing a small aliquot and testing with a calibrated
  pH meter, adjusting the solution to pH 5.5 ± 0.1 with small
  volumes of acetic acid or ammonium hydroxide as  nec-
  essary. Cool and dilute to 1 L with ASTM type I water.

  7.1.6 Ammonium acetate buffer 2M, pH 5.5— Prepare
  as for Section 7.1.5 using 116 mL (121 g) glacial acetic
  acid and 130 mL (120 g) 20% ammonium hydroxide,
'  diluted to 1000 mL with ASTM type I water.

  Note: If the system is configured as shown in Figure 1,
 the  ammonium acetate buffer solutions may  be further
  purified by passing them through the chelating column at
 a flow rate of 5.0 mL/min. Collect the purified solution in
 a container.  Following this, elute the collected contami-
 nants from the column using 0.75M nitric acid for 5 min at
 a flow rate of 4.0 mL/min. If the system is configured as
 shown in Figure 2, the majority of the buffer is being
 purified in an on-line configuration via the clean-up col-
 umn.

 7.1.7 Oxalic acid dihydrate (CASRN 6153-56-6), 0.2M -
 Dissolve 25.2 g reagent grade C2H O4'2H2O in 250 mL
 ASTM type I water and dilute to 1000 mL with ASTM type
 I water. CAUTION - Oxalic acid is toxic; handle with care.

 7.2    Water— For all sample preparation and dilutions,
 ASTM type I water (ASTM D1193) is required.

 7.3    Standard Stock Solutions — May be purchased
 from a reputable commercial source or prepared from
 ultra high-purity grade chemicals or metals (99.99 -
 99.999% pure). All salts should be dried for one hour at
 105°C, unless otherwise specified.  (CAUTION - Many
 metal  salts are extremely toxic if inhaled or swallowed.
 Wash hands thoroughly after handling.) Stock solutions
                                              200.13-5
                                                                           Revision 1.0   November 1992

-------
should be stored in plastic bottles. The following proce-
dures may be used for preparing standard stock solu-
tions:

Note: Some metals, particularly those which form sur-
face oxides require cleaning prior to being weighed. This
may be achieved by pickling the surface of the metal in
acid. An amount in excess of the desired weight should
bepickledrepeatedly.rinsedwithwater.driedandweighed
until the desired weight is achieved.

7.3.1 Cadmium s'olution, stock 1  mL = 1000 jig Cd —
Pickle cadmium metal in (1+9) nitric acid to  an exact
weight of 0.100 g. Dissolve in 5 mL (1+1) nitric  acid,
heating to effect solution. Cool and dilute to 100 mL with
ASTM type I water.

7.3.2 Cobalt solution, stock 1 mL=1000 ng Co—Pickle
cobalt metal in (1 +9) nitric acid to an exact weight of 0.100
g. Dissolve in 5 mL  (1+1) nitric acid, heating to effect
solution. Cool and dilute to 100 mL with ASTM type I
water.

 7.3.3 Coppersolution, stock 1 mL= 1000 ngCu—Pickle
copper metal in (1+9) nitric acid l° an ex.act  we'9ht of
0.100 g. Dissolve in 5 mL (1+1) nitric acid, heating to
effect solution. Cool and dilute to 100 mL with ASTM type
 I water.

 7.3.4  Lead solution, stock! mL=1000 ngPb—Dissolve
 0.1599 g PbNO3 in 5 mL (1 +1) nitric acid. Dilute to 100 mL
with ASTM type I water.

 7.3.5 Nickel solution, stock  1  mL =  1000  jig Ni —
 Dissolve 0.100 g nickel powder in 5 mL cone, nitric acid,
 heating to effect solution. Cool and dilute to 100 mL with
 ASTM type I water.

 7.4   Multielement Stock Standard Solution—Care
 must be taken in the preparation of multielement stock
 standards that the elements are compatible and stable.
 Originating element stocks should be checked for the
 presence of impurities which  might influence the accu-
 racy of the standard. Freshly prepared standards should
 be transferred to acid cleaned, new FEP or HOPE bottles
 for storage and monitored periodically for stability. A
 multielement stock  standard solution containing cad-
 mium, cobalt, copper, lead, and nickel may be prepared
 by diluting an appropriate aliquot of each single element
 stock in the list to 100 mL  with ASTM type I  water
 containing 1% (v/v) nitric acid.

  7.4.7 Preparation of calibration standards —  Fresh
  multielement calibration standards should be prepared
  weekly. Dilute the stock multielement standard solution
  in 1 % (v/v) nitric acid to levels appropriate to the required
  operating range. The element concentrations in the stan-
  dards should be sufficiently high to produce good mea-
  surement precision and to accurately define the slope of
  the response curve.

  7.5  Blanks— Fourtypesofblanksarerequiredforthis
  method. A  calibration blank is used to establish the
  analytical calibration curve, the laboratory reagent blank
  (LRB) is used to assess possible contamination from the
sample preparation procedure and to assess spectral
background. The laboratory fortified blank is used to
assess routine laboratory performance, and a rinse blank
is used to flush the instrument autosampler uptake sys-
tem. All diluent acids should be made from concentrated
acids (Section 7.1) and ASTM Type I water.

7.5.7 The calibration blank consists of the appropriate
acid diluent in ASTM Type I water. The calibration blank
should be stored in a FEP bottle.

7.5.2 The laboratory reagent blanks must contain all the
reagents in the same volumes as used in processing the
samples. The preparation blank must be carried through
the entire sample digestion and preparation scheme.

7.5.3 The laboratory fortified blank (LFB) is prepared by
fortifying an aliquot of the laboratory reagent blank with
all analytes to provide a final concentration which will
produce an absorbance of approximately 0.1 for each
analyte. The LFB must be carried through the complete
procedure as used for the samples.

 7.5.4 The rinse blank is prepared as needed by adding
1.0 mL of cone. HNO3 and 1.0 mL cone. HCI to 1 L of
ASTM Type I water and stored in a convenient manner.

 7.6  Instrument Performance Check (IPC) Solution
- The IPC solution is used to periodically verify instru-
 ment performance during analysis. The IPC solution
should be a fortified seawater prepared in the same acid
 mixture as the calibration standards and should contain
 method analytes such that the resulting absorbances are
 near the midpoint of the calibration curve.  The  IPC
 solution should be prepared from the same standard
 stock solutions used to prepare the calibration standards
 and stored in a FEP bottle. Agency programs may specify
 or request that additional instrument performance check
 solutions be prepared at specified concentrations  in
 order to meet particular program needs.

 7.7  Quality Control Sample (QCS) — A quality con-
 trol sample having certified concentrations of the analytes
 of interest should be obtained from a source outside the
 laboratory. Dilute the QCS if necessary with 1% nitric
 acid, such that the analyte concentrations fall within the
 proposed instrument calibration range.

 8.0  Sample Collection, Preservation and
       Storage
 8.1   Prior to collection of an aqueous sample, consider-
 ation should be given to the type of data required, so that
 appropriate preservation and pretreatrnent steps can be
 taken. Acid preservation, etc., should be performed at the
 time of sample collection or as soon thereafter as prac-
 tically possible. The pH of all aqueous samples must be
 tested immediately prior  to aliquoting for analysis  to
 ensure the sample has been properly preserved. If prop-
 erly acid-preserved, the sample can be held up to 6
 months before analysis.

 8.2   For determination of total recoverable elements in
 aqueous samples, acidify with (1 +1) nitric acid at the time
 of collection to pH < 2. Normally 3 ml. of (1+1) acid per
                                                 200.13-6
  Revision 1.0  November 1992

-------
 liter of sample is sufficient. The sample should not be
 filtered prior to analysis.

 Note: Samples that cannot be acid-preserved at the time
 of collection because of sampling limitations or transport
 restrictions, or have pH > 2 because of high alkalinity
 should be acidified with nitric acid to pH <2 upon receipt
 in the laboratory. Following acidification, the sample
 should be held for 16 h and the pH verified to be <2 before
 withdrawing an aliquot for sample processing.

 8.3   For aqueous samples, a field  blank should be
 prepared and analyzed as required by the data user. Use
 the same container type and acid as used  in sample
 collection.

 9.0  Quality Control
 9.1   Each laboratory using this method is required to
 operate  a formal quality control (QC) program. The
 minimum requirements of this program consist of an
 initial demonstration of laboratory capability and periodic
 analysis of laboratory reagent blanks, fortified blanks and
 other laboratory solutions as a continuing  check on
 performance.  The laboratory is required  to maintain
 performance records that define the quality of the data
 generated.

 9.2   Initial Demonstration of Performance
      (Mandatory)
 9.2.1 The initial demonstration of performance is used to
 characterize instrument performance (determination of
 linear dynamic ranges  and analysis of quality control
 samples) and laboratory performance (determination of
 method detection limits) prior to samples being analyzed
 by this method.

 9.2.2 Linear dynamic range (LDR) — The upper limit of
 the LDR must be established for the wavelength utilized
 for each analyte by determining the signal responses
 from a minimum  of 6 different concentration standards
 across the range, two of which are close to the upper limit
 of the LDR. Determined LDRs must be documented and
 kept on file. The  linear calibration range which may be
 used for analysis of samples should be judged  by the
 analyst from the resulting data. The  upper  LDR limit
 should be an observed signal no more than 10% below
 the level extrapolated from the four lower standards.
 New LDRs should be determined whenever there is a
 significant change in instrument response,  a change in
 instrument analytical hardware or operating conditions.

 Note: Multiple cleanout furnace cycles may be neces-
sary in order to fully define or utilize the LDR for certain
elements such as nickel. For this reason, the upper limit
of the linear calibration range may not correspond to the
upper LDR limit.

Measured sample analyte concentrations that exceed
the upper limit of the linear calibration range must either
be diluted and reanalyzed with concern for memory
effects (Section 4.4) or analyzed by another approved
method.
 9.2.3 Quality control sample (QCS) — When beginning
 the use of this method, on a quarterly basis or as required
 to meet data-quality needs, verify the calibration stan-
 dards and acceptable instrument performance with the
 preparation and analyses of a QCS (Section 7.7). If the
 determined concentrations are not within ± 10% of the
 stated values, performance of the determinative step of
 the method is unacceptable. The source of the problem
 must be identified and corrected before either proceed-
 ing on with the initial determination of method detection
 limits or continuing with ongoing analyses.

 9.2.4  Method detection limit (MDL) — MDLs must be
 established for all analytes, using reagent water (blank)
 fortified  at a concentration of two to three times the
 estimated instrument detection limit.8To determine MDL
 values,  take.seven  replicate aliquots of the fortified
 reagent water and process through the entire analytical
 method. Perform all calculations defined  in the method
 and report the concentration values in the appropriate
 units.  Calculate the MDL as follows:

                  MDL = (t) x (S)

 where, t = Student's t value for a 99% confidence level
            and a standard deviation  estimate with n-1
            degrees  of freedom [t =' 3.14  for seven
            replicates].

        S = standard deviation of the replicate analyses.

 Note:  If the relative standard deviation (RSD) from the
 analyses of the seven aliquots is < 15%, the concentra-
 tion used to determine the analyte MDL may have been
 inappropriately high forthie determination. If so, this could
 result in the calculation of an unrealistically low MDL. If
 additional confirmation of the MDL is desired, reanalyze
 the seven replicate aliquots on two more nonconsecutive
 days and again calculate the MDL values for each day.
 An average of the three MDL values for each analyte may
 provide for a more appropriate MDL estimate. Determi-
 nation of MDL in reagent water represents a best case
 situation and does not reflect possible matrix effects of
 real world  samples. However, successful analyses of
 LFMs (Section 9.4) can give confidence to the MDL value
 determined in reagent water. Typical  single laboratory
 MDL values using this method are given in Table 1 MDLs
 should be  determined  every 6 months,  when a new
 operator begins work, or whenever there is a significant
 change in the background or instrument response.

 9.3   Assessing Laboratory Performance
      (Mandatory)
 9.3.1  Laboratory reagent blank (LRB) — the laboratory
 must analyze at least one LRB (Section 7.5.2) with each
 batch of 20 or fewer samples. LRB data are used to
 assess contamination from the laboratory  environment.
 LRB values that exceed the MDL indicate laboratory or
 reagent contamination should be suspected. Any deter-
 mined  source of contamination must be corrected and
the samples reanalyzed for the affected analytes after
acceptable  LRB values have been obtained.
                                              200.13-7
                                                                           Revision 1.0  November 1992

-------
9.3.2 Laboratory fortified blank (LFB) — the laboratory
must analyze at least one LFB (Section 7.5.3) with each
batch of samples. Calculate accuracy as percent recov-
ery (Section 9.4.3). If the recovery of any analyte falls
outside the required control limits of 85-115%, that ana-
lyte is judged out of control, and the source of the problem
should be identified and resolved before continuing analy-
ses.

9.3.3 The laboratory must use LFB analyses data to
assess laboratory performance againstthe required con-
trol limits of 85-115% (Section 9.3.2). When sufficient
Internal performance data become available (usually a
minimum of 20-30 analyses), optional control limits can
be developed from the percent mean recovery (x) and.the
standard deviation (S) of the mean recovery. These data
can be used to establish the upper and lower control
limits as follows:

           Upper Control Limit = x + 3S

           Lower Control Limit = x - 3S

The optional control limits must be equal to or better than
the required control limits of 85-115%. After each 5-10
new recovery measurements, new control limits can be
calculated using only the most recent 20-30 data points.
Also, the standard deviation (S) data should be used to
establish an ongoing precision statement for the level of
concentrations included in the LFB. These data must be
kept on file and be available for review.

9.3.4  Instrument Performance Check (IPC) Solution—
For all determinations the laboratory must analyze the
IPC solution (Section 7.6) and a calibration blank imme-
diatelyfollowingeachcalibration.aftereverytenthsample
(or more frequently, if required) and at the end of the
sample run. The IPC solution should be afortified seawa-
ter matrix. Analysis of the IPC solution and calibration
blank Immediately following calibration must verify that
the instrument is within ± 10% of calibration. Subsequent
analyses of the IPC solution must be within ± 10% of
calibration. If the calibration cannot be verified within the
specified limits, reanalyze the IPC solution. If the second
analysis of the IPC solution confirms calibration to be
outside the limits, sample analysis must be discontinued,
the cause determined and/or in the case of drift the
Instrument recalibrated. All samples following the last
acceptable IPC solution must be reanalyzed. The analy-
sis data of the calibration blank and I PC solution must be
kept on file with the sample analyses data.

 9.3.5 The overall sensitivity and precision of this method
 are strongly influenced by a laboratory's ability to control
the method blank. Therefore, it is recommended that the
 calibration blank response be recorded for each-set of
 samples. This record will aid the laboratory in assessing
 both its long and short term ability to control the method
 blank.
 9.4   Assessing Analyte Recovery and Data
       Quality
 9.4.1 Sample  homogeneity and the chemical  nature of
 the sample matrix can affect analyte recovery and data
quality. Taking separate aliquots from the sample for
replicate  and fortified analyses can,  in some cases,
assess these effects. Unless otherwise specified by the
data user, laboratory or program, the following laboratory
fortified matrix (LFM) procedure (Sect 9.4.2) is required.

9.4.2 The laboratory must add a known amount of each
analyte to a minimum of 10% of routine  samples. In each
case, the LFM aliquot must be a duplicate of the aliquot
used for sample analysis and for total recoverable deter-
minations added prior to sample preparation. For water
samples, the added analyte concentration must be the
same as that used in the laboratory fortified blank (Sec-
tion 7.5.3).  Over time, samples from all routine sample
sources should be fortified.

9.4.3 Calculate the percent recovery  for each analyte,
corrected for concentrations measured in the unfortified
sample, and compare these values to the  designated
LFM recovery range of 75-125%. Recovery calculations
are not required if the concentration added is <25% of the
unfortified sample concentration. Percent recovery may
be calculated in units appropriate to the matrix, using the
following equation:

                 R = CS-C  x100
 where,   R =  percent recovery.

          Cs =  fortified sample concentration.

          C =  sample background concentration.

          s =  concentration equivalent of analyte
               added to sample.

 9.4.4 If the recovery of any analyte falls outside the
 designated LFM recovery range (but is still within the
 range of calibration and the background absorbance is <
 1 abs.) and the laboratory performance for that analyte is
 shown to be in control (Section 9.3), the recovery prob-
 lem encountered with  the LFM is judged to be either
 matrix or solution related, not system related. This situa-
 tion  should be  rare  given the  matrix  elimination
 preconcentration step prior to analysis. If a low recovery
 is found, check the pH of the sample plus the buffer
 mixture. The resulting pH should be about 5.5. The pH of
' the sample strongly influences the column's ability to
 preconcentrate the metals;  therefore,  a low recovery
 may be caused by a low pH.  If the pH for the LFM/buffer
 mixture is about 5.5, the analyst is advised to make an in
 furnace  analyte addition  to  the  LFM  using  the
 preconcentrated standard solution. If recovery of the in
 furnace analyte addition is shown to be out of control, a
 matrix interference is confirmed and the sample must be
 analyzed by MSA.

 9.5   Utilizing Reference Materials
 9.5.1 It is recommended that a reference material such
 as NASS-3 (from the Research Council of Canada) be
 fortified and used as an Instrument Performance Check
 Solution.
                                                200.13-8
 Revision 1.0  November 1992

-------
 10.0 Calibration and Standardization
 10.1 The preconcentration system can be configured
 utilizing  a sample loop to define the sample volume
 (Figure 1) or the system can be configured such that a
 sample  pump rate and  a pumping time defines the
 sample  volume  (Figure 2). The system illustrated in
 Figure 1  is recommended for sample sizes of < 10 ml. A
 thorough rinsing of the sample loop between samples
 with  HNO3 is required. This rinsing will minimize the
 cross-contamination which may be caused by the sample
 loop. The system in Figure 2 should be used for sample
 volumes of > 10 ml. The sample pump used in Figure 2
 must be calibrated to assure that a reproducible/defined
 volume is being delivered.

 10.2 Specific wavelengths and instrument  operating
 conditions are listed in Table 1. However, because of
 differences among  makes and models of spectropho-
 tometers and electrothermal furnace devices, the actual
 instrument conditions selected  may  vary from  those
 listed.

 10.3 Prior to the use of this method, instrument operat-
 ing conditions must be optimized. The analyst  should
 follow the instructions provided  by  the manufacturer
 while using the conditions listed in Table 1 as a guide. Of
 particular importance is the determination of the charring
 temperature limit for each analyte. This limit is the fur-
 nace temperature setting where a loss in analyte will
 occur prior to atomization. This limit should be deter-
 mined by conducting char temperature profiles for each
 analyte and when necessary, in the matrix of  question.
 The charring temperature selected should minimize back-
 ground absorbance while providing some furnace tem-
 perature  variation without loss of analyte.  For routine
 analytical operation the charring temperature is usually
 set at least 100°C below this limit. The optimum condi-
 tions selected should provide the lowest reliable MDLs
 and be similar to  those  listed in Table 1. Once the
 optimum operating conditions are determined, they should
 be recorded and  available for daily reference.

 10.4  Prior to an initial calibration, the linear dynamic
 range of  the analyte must be determined (Sect 9.2.2)
 using the optimized instrument operating conditions. For
 all determinations allow an instrument and hollow cath-
 ode lamp warm-up period of not less than 15 min. If an
 EDL is to be used, allow 30 min for warm-up.

 10.5  Before using the procedure (Section 11.0) to ana-
 lyze samples, data must be available to document initial
 demonstration of performance. The required data and
 procedure are described in Section 9.2. This data must
 be generated using the same instrument operating con-
 ditions and calibration routine (Section 11.4) to be used
for sample analysis. These documented data must be
 kept on file and be available for review by the data user.

 11.0 Procedure
 11.1  Sample Preparation -  Total Recoverable
      Elements
 11.1.1 Add 2 ml_ (1 +1) nitric acid to the beaker contain-
ing 100 mL of sample. Place the beaker on the  hot plate
                                               200
    for solution evaporation. The hot plate should be located
    in a fume hood and previously adjusted to provide evapo-
    ration at a temperature of approximately but no higher
    than 85°C. (See the following note.) The beaker should
    be covered with an elevated (ribbed) watch glass or other
    necessary steps  should  be taken to prevent sample
    contamination from the fume hood environment.

    Note: For proper heating adjust the temperature control
    of the hot plate such that an uncovered Griffin beaker
    containing 50 mL of water placed in the center of the hot
    plate can be maintained at a temperature approximately
    but no higher than 85°C. (Once the beaker is covered
    with a watch glass the temperature of the water will rise
    to approximately 95°C.)

    11.1.2  Reduce the volume of the sample aliquot to
    about 20 mL by gentle heating at 85°C. DO NOT BOIL.
    This step takes about 2 h for a 100-mL aliquot with  the
    rate of  evaporation  rapidly increasing  as the  sample
    volume  approaches 20 mL. (A spare beaker containing
    20 mL of water can be used as a gauge.)

    11.1.3  Cover the lip of the beaker with a watch glass to
    reduce additional evaporation and gently reflux the sample
    for 30 min. Slight boiling may occur, but vigorous boiling
    must be avoided.

    11.1.4  Allow the beaker to cool. Quantitatively transfer
   the sample solution to a 100-mL volumetric flask, dilute
   to volume with reagent water, stopper and  mix.

    11.1.5  Allow any undissolved material to settle over-
   night, or centrifuge a portion of the prepared sample until
   clear. (If after centrifuging  or standing overnight the
   sample  contains suspended solids that would  clog or
   affect the sample introduction  system, a portion of the
   sample  may be filtered prior to analysis. However, care
   should be exercised to avoid  potential contamination
   from filtration.) The sample  is  now ready for analysis.
   Because the effects of various matrices on the stability of
   diluted samples cannot be characterized,  all analyses
   should be performed as soon as possible after the
   completed preparation.

    11.2 Prior to first use, the preconcentration system
   should be thoroughly cleaned and decontaminated using
   0.2M oxalic acid.

    11.2.1   Precleaning the Preconcentration System

   11.2.1.1   Place approximately 500  mL 0.2M oxalic acid
   in each of the sample/eluent containers. Flush the entire
   system by running the program used for sample analysis
  . 3 times.

   11.2.1.2  Rinse the containers with ASTM Type I water
   and repeat the sequence described in Section 11.2.1.1
   using,0.75M nitric acid and  again  using ASTM type I
   water in  place of the 0.2M oxalic acid.

   11.2.1.3   Rinse  the containers thoroughly  with ASTM
   type I water, fill them with their designated reagents and
   run through the  program used for  sample analysis in
   order to  prime the pump and all eluent lines with the
   correct reagents.
.13-9
                          Revision 1.0  November 1992

-------
11.2.2 Peak Profile Determination

11.2.2.1  The peak elution time or the collection window
should be determined using an  ICP-AES (Inductively
Coupled Plasma Atomic Emission Spectrometer) or Flame
AA. Figure 3 is a plot of time vs. emission intensity for Cd,
Pb, Ni.and Cu. The collection window is marked in Figure
3 and should provide about 30 sec buffer on either side
of the peak. If an ICP-AES is not available, it is recom-
mended that the peak profile be determined by collecting
200-jiL samples during the  elution part of the
preconcentration cycle and then reconstructing the peak
profile from the analysis of the 200-nL samples.

11.3  Sample Preconcentration
11.3.1 Preconcentration utilizing a sample loop.

11.3.1.1  Loading Sample Loop—With valve 1 in the off
position and valve 2 in the on position, load sample
through the sample loop to waste using the sample pump
for 4 min at 4 mL/min. Switch on the carrier pump and
pump 1% nitric acid to flush the sample collection line.

11.3.1.2  Column Loading — With valve 1  in the on
position,  load sample from the loop onto the column
using 1M ammonium acetate for 4.5 min at 4.0 mL/min.
Switch on the buffer pump, and pump 2M ammonium
acetate at  a flow rate of 1 mL/min.  The analytes are
retained on the column, while the majority of the matrix is
passed through to waste.

11.3.1.3  Elution Matrix—With valve 1 in the on position
the gradient pump is allowed to elute the matrix using the
1M ammonium acetate. During which time the carrier,
buffer and the sample pumps are all off.

11.3.1.4  Elute Analytes — Turn off valve 1 and begin
eluting the analytes by pumping 0.75M nitric acid through
the column and turn off valve 2 and pump the eluted
analytes into the collection flask. The analytes should be
eluted into a 2-mL sample volume.

11.3.1.5   Column Reconditioning — Turn on valve 2 to
direct column effluent to waste, and pump 0.75M nitric
acid, 1M ammonium acetate, 0.75M  nitric acid and 1M
ammonium acetate alternately through the column at 4.0
mL/min.  Each solvent should be pumped through the
column for 2 min. During this process, the next sample
can be loaded into the sample loop using the sample
pump.

 11.3.1.6  Preconcentration  of  the  sample may  be
achieved by running through an eluent pump program.
The exact timing of this sequence should be modified
 according to the internal volume of the connecting tubing
 and the specific hardware configuration used.

 11.3.2 Preconcentration utilizing an auxiliary pump to
 determine sample volume.

 11.3.2.1   Sample Loading—With the valves 1 and 2 on
 and the sample pump on, load the sample on the column
 buffering the sample utilizing the gradient pUmp and the
 2M buffer. The actual sample volume is determined by
 knowing the sample pump rate and the time. While, the
sample is being loaded the carrier pump can be used to
flush the collection line.

11.3.2.2  Elution Matrix—With valve 1 in the off position
the gradient pump is allowed to elute the matrix using the
1M ammonium acetate. During which time the carrier,
buffer and the sample pumps are all off.

11.3.2.3  Elution of Analytes—with valves 1 and 2 inthe
off position the gradient pump is switched to 0.75M HNO3
and the analytes are eluted into the collection vessel. The
analytes should be eluted into a 2 mL sample volume.

11.3.2.4  Column Reconditioning — Turn on valve 2 to.
direct column effluent to waste, and  pump 0.75M nitric
acid, 1M ammonium acetate, 0.75M nitric acid and 1M
ammonium acetate alternately through the column at 4.0
mL/min.

Note: When switching the gradient pump from nitric acid
back to the ammonium acetate it is necessary to flush the
line connecting the gradient pump to valve 2  with the
ammonium acetate priorto switching the valve. If the line
contains nitric acid it will elute the metals from the clean-
up column.

11.3.2.5  Preconcentration of the sample  may be
achieved by running through an eluent pump program.
The exact timing of this sequence should be modified
according to the internal volume of the connecting tubing
and the specific hardware configuration used.

 11.4  Repeat the sequence described in Section 11.3.1
or 1.1.3.2 for each sample to be analyzed. At the end of
the analytical run leave the column filled with 1M ammo-
nium acetate buffer until it is next used.

 11.5  Samples having concentrations higher than the
established linear dynamic range should be diluted into
range and reanalyzed.

 11.6  Sample Analysis
 11.6.1 Prior to daily instrument calibration, inspect the
graphite furnace, the sample  uptake  system and
autosampler injector for any change that would affect
instrument performance. Clean the system and replace
the graphite tube and/or platform when needed or on a
daily basis. A cotton swab dipped in a 50/50 mixture of
 isopropyl alcohol (I PA) and H2O (such that it is damp but
 not dripping) can be used to remove the majority of the
salt buildup. A second cotton swab is dipped in IPA and
the contact rings are wiped down to assure  they are
 clean. The rings are then allowed to thoroughly dry and
then a new tube is placed in the furnace and conditioned
 according to instrument manufacturers specifications.

 11.6.2  Configure the instrument system to the selected
 optimized operating conditions as determined in Sec-
 tions 10.1 and 10.2.

 11.6.3  Before beginning daily calibration the instrument
 should be reconfigured to the optimized conditions. Ini-
 tiate data system and allow a period of not less than 15
 min for instrument and hollow cathode lamp warm-up. If
 an EDL is to be used, allow 30 min for warm-up.
                                              200.13-10
 Revision 1.0  November 1992

-------
 11.6.4  After the warm-up period but before calibration,
instrument stability must be demonstrated by analyzing
a standard solution with a concentration 20 times the IDL
a minimum of five times. The resulting relative standard
deviation of absorbance signals must be < 5%. If the
relative standard deviation is > 5%, determine and cor-
rect the cause before calibrating the instrument.

 11.6.5  For initial and daily operation calibrate the instru-
ment according to the instrument manufacturer's recom-
mended procedures using the calibration blank (Section
7.5.1) and calibration standards  (Section 7.4) prepared
at three or more concentrations within the usable linear
dynamic range of the analyte (Sections 4.4 & 9.2.2).

 11.6.6  An autosampler must be used to introduce all
solutions into the graphite furnace. Once the standard,
sample or QC solution plus the matrix modifier is injected,
the furnace controller completes  furnace cycles and
cleanout period as programmed. Analyte signals must be
integrated and collected as peak area measurements.
Background absorbances, background corrected analyte
signals, and determined analyte concentrations on all
solutions must be able to be displayed on a CRT for
immediate review by the analyst and be available as hard
copy for documentation to be kept  on  file. Flush  the
autosampler solution uptake system with the rinse blank
(Section 7.5.4) between each solution injected.

 11.6.7  After completion of the initial requirements of this
method (Section 9.2), samples should be analyzed in the
same operational manner used in the calibration routine.

 11.6.8  During sample analyses,  the laboratory must
comply with the required quality control described in
Sections 9.3 and 9.4.

 11.6.9  Determined sample analyte concentrations that
are > 90% of the upper limit of calibration must either be
diluted with acidified reagent water and reanalyzed with
concern for memory effects (Section 4.4), or determined
by another approved test procedure that is less sensitive.
Samples with a background absorbance > 1.0 must be
appropriately diluted with acidified reagent water and
reanalyzed (Section 9.4.6). If the  method of standard
additions is required, follow the instructions described in
Section 11.5.

 11.6.10 Report data as directed in Section 12.

11.7 Standard Additions — If the method of standard
addition is required, the following procedure is recom-
mended:

11.7.1   The standard addition technique9 involves pre-
paring  new standards in the sample matrix by adding
known amounts of standard to one or more aliquots of the
processed  sample solution.  This  technique  compen-
sates for a sample constituent  that enhances or de-
presses the analyte signal, thus producing a different
slope from that of the calibration standards. It will  not
correct for additive interference, which causes a baseline
shift. The simplest version of this technique is the single-
addition method. The procedure is as follows: Two iden-
tical aliquots of the sample solution, each of volume Vx,
are taken. To the first (labeled A) is added a small volume
Vs of a standard analyte solution of concentration Cs. To
the second (labeled B) is added the same volume Vs of
the solvent. The analytical signals of A and B are mea-
sured  and  corrected for nonanalyte  signals. The un-
known sample concentration Cx is calculated:

                    cx= SBVSCS
                    .    (SA-SB)VX

where, SA and SB are the analytical signals (corrected for
the blank) of solutions A and B, respectively. Vs and Cs
should be chosen so that SA is roughly twice S on the
average. It is best if Vs is made much less than V , and
thus Cs is much greater than Cx, to avoid excess dilution
of the sample matrix. If a separation or concentration step
is used, the additions are best made first and carried.
through the entire procedure. For the results from this
technique to be valid, the following limitations must be
taken into consideration:

 1. The analytical curve must be linear.
 2. The chemical form of the analyte added must re-
    spond  in the same manner as the analyte in the
    sample.
 3. The interference effect must be constant over the
    working range of concern.
 4. The signal must be corrected for any additive inter-
    ference.

12.0 Data Analysis and Calculations
12.1 Sample data should be reported in units of jxg/L for
aqueous samples.

12.2 For total recoverable aqueous analytes  (Section
11.1), when 100-mL aliquot is used to produce the 100
mL final solution, round the data to the tenths place and
report the data in jig/L up to three significant figures. If an
aliquot volume  other than 100 mL  is used for sample
preparation, adjust the dilution factor accordingly. Also,
account for any additional dilution of the prepared sample
solution needed to complete the determination of analytes
exceeding the upper limit of the calibration curve. Do not
report data below the determined analyte MDL concen-
tration  or below an adjusted detection limit reflecting
smaller sample aliquots used in processing or additional
dilutions required to complete the analysis.

12.3 The QC data obtained during the analyses provide
an indication of the quality of the sample data and should
be provided with the sample results.

13.0 Method Performance
13.1 Experimental conditions used for single laboratory
testing of the method are summarized in Table 1.

13.2 Table 2 contains precision and recovery data ob-
tained from a single laboratory analysis of a fortified and
a non-fortified sample of  NASS-3.  The samples were
prepared using  the procedure described in Sect. 11.1.
Four replicates  of the non-fortified samples were ana-
                                               200.13-11
                                                                            Revision 1.0  November 1992

-------
lyzed and the average of the replicates was used for
determining the sample analyte concentration. The forti-
fied samples of NASS-3 were also analyzed and the
average percent recovery and the percent relative stan-
dard deviation is reported. The reference material certi-
fied values are also listed for comparison.

14.0 Pollution Prevention
14.1 Pollution prevention encompasses any technique
that reduces or eliminates the quantity or toxicity of waste
at the point of generation. Numerous opportunities for
pollution prevention exist in laboratory operation. The
EPA has established a preferred hierarchy of environ-
mental management techniques that places pollution
prevention as the management option of first choice.
Whenever feasible, laboratory personnel should use
pollution prevention techniques to address their waste
generation (e.g., Section 7.8). When wastes cannot be
feasibly reduced at the source, the Agency recommends
recycling as the next best option.

14.2 For information  about pollution prevention that
may be applicable to laboratories and research institu-
tions, consult Less is Better: Laboratory Chemical Man-
agement for Waste Reduction, available from the Ameri-
can Chemical Society's Department of Government Re-
lations and Science Policy, 115516th Street N.W., Wash-
ington D.C. 20036, (202)872-4477.

15.0 Waste Management
15.1 The Environmental Protection  Agency requires
that laboratory waste  management practices be con-
ducted consistent with all applicable rules and regula-
tions. The Agency urges laboratories to protect the air,
water, and land by minimizing and controlling all releases
from hoods and bench operations, complying with the
letter and spirit of any sewer discharge permits and
regulations, and by complying with all  solid and hazard-
ous waste regulations, particularly the hazardous waste
identification rules  and land disposal restrictions. For
further information  on waste management consult The
Waste Management Manual for Laboratory Personnel,
available from the American Chemical Society at the
address listed in the Section14.2.

16.0 References

1.   A. Siraraks, H.M. Kingston and J.M. Riviello,
    Anal Chem. §2 1185 (1990).

2.   E.M. Heithmar, T.A. Hinners, J.T. Rowan and J.M.
    Riviello, Anal Chem. £2 857 (1990).

3.   OSHA  Safety and Health  Standards, General
    Industry, (29 CFR 1910), Occupational Safety and
    Health  Administration, OSHA 2206, (Revised,
    January 1976).

4.   Carcinogens  - Working With Carcinogens,
    Department of Health, Education, and Welfare, Public
    Health Service, Centers for Disease Control, National
    Institute  for Occupational  Safety  and  Health,
    Publication No. 77-206, Aug.  1977.

5.   Proposed  OSHA Safety and  Health Standards,
    Laboratories,  Occupational Safety  and  Health
    Administration, Federal Register, July 24,1986.

6.   Safety in Academic  Chemistry Laboratories,
    American Chemical Society Publication, Committee
    on Chemical Safety, 3rd Edition, 1979.

7.   Rohrbough, W.G. et al. Reagent Chemicals, American
    Chemical Society Specifications,  7th  edition.
    American Chemical Society, Washington, DC, 1986.

8.  Code of  Federal Regulations  40, Ch. 1,  Pt. 136
    Appendix B.

9.  Winefordner, J.D.,  Trace Analysis: Spectroscopic
    Methods for Elements,  Chemical Analysis, Vol. 46,
    pp. 41-42, 1976.
                                              200.13-12
 Revision 1.0  November 1992

-------
17.0 Tables, Diagrams, Flowcharts, and Validation Data

Table 1. Method Detection Limits for Total Recoverable Analytes in Reagent Water1
Element
Cadmium
Cobalt
Copper
Lead
Nickel
Slit,
nm
0.7
0.2
0.7
0.7
0.2
Recommended
Analytical
Wavelengths, nm
228.8
242.5
324.8
283.3
232.4
Char
Temp, °C
800
1400
1300
1250
1400
Atomization
Temp, °C
1600
2500
2600-
2000
2500
MDL2,
MQ/L
0.016
-
0.36
0.28
-
1  MDLs were calculated using NASS-3 as the matrix.
2  MDLs were calculated based on a 10-mL sample loop.
*  MDL was not calculated because the concentration in the matrix exceeds the MDL spike level.
-  Not Determined.
Table 2. Precision and Recovery Data for NASS-3 using System Illustrated in Figure 1


Analyte
Cd
Co
Cu
Pb
Ni
Certified
Value,
ng/L3
0.029 ± 0.004
0.004 ± 0.001
0.109 + 0.011
0.039 ± 0.006
0.257 ± 0.027
Sample
Cone.,
W3/L3
0.026 + 0.012
-
<0.36
<0.28
0.260 ± 0.04
Fortified
Cone.,
ug/L
0.25

5.0
5.0
5.0

Avg.
Recovery, %
93
_
87
90
117


% RSD
3.3

1.4
3.7
8.3
1  Data collected using 10-mL sample loop.
2  Matrix modifier is Pd/MgfNCg./H,,
3  Uncertainties based on 95% confidence limits.
-  Not determined.
                                                200.13-13
                                                                               Revision 1.0  November 1992

-------

Sample Loop
Loading
Column
Loading
Elulion of
Matrix
Elulion of
Analytes
Column
Recondition
1
Off
On
On
Off
Off
Valves
2
On
On
On
Off
On
Buffer
Pump
Off
On
Off
Off
Off
Carrier
Pump
On
Off
Off
Off
Off
Sample
Pump
On
Off
Off
Off
Off
                                               Waste
On ' r
-•*" \
i 'lug < L i ^ —
Waste ^S-,1**
.. I ,..„., Mixing Tee
..•V. || J
Sample --* - ^v /">>
Pump \..-" S-^
1 	 , , fix 	 I Column [^ —

J . 1
1 1 i f^
a> .'^"L 1 1 ^••J^s iQJ
Ttt »" 4 ^*^. II •" * ^^, ^r^f »•
to t 1 .5 ~* ^~~~ C. i .' " .»'
> \. -• 'V^ -• r^Qm.iln r*
-• ^Sm.- ^*k •* Sample i — 'C
^ J" Loop 1 \
™9 ^ Waste
01
<3
T Carrier


Grad enl Pump 1 ' — 	 	
1
1 M 0.75 M
NH4OAc HNO3

Buffer
Pump









2 >— ,

.'*

Col.
VesssI




Figure 1. Sample Loop Configuration.
Revision 1.0  November 1992
                                             200.13-14

-------
Event
Sample
Loading
Elution of
Matrix
Elution of
Analytes
Column
Recondition
1
On
Off
Off
Off
Valves
2
On
On
Off
On
Carrier
Pump
On
Off
Off
Off
Sample
Pump
On
Off
Off
On
              .Off
              .On
                                Waste

**
X1

X
.*
«•


Sample
Pump
Mixing Tee
Figure 2. System Diagram without Sample Loop.
                                             200.13 -15
                                                                         Revision 1.0  November 1992

-------
                                                  80
                                               Time (sec)
Figure 3. Peak Collection Window from ICP-AES.   ,
                                             200.13-16
 Revision 1.0  November 1992

-------
                    Method 353.4
Determination of Nitrite + Nitrate in Estuarine and
Coastal Waters by Automated Colorimetric Analysis
                      Adapted by

                  Carl F. Zimmermann
                   Carolyn W. Keefe

              University of Maryland System
         Center for Environmental Estuarine Studies
          '  Chesapeake Biological Laboratory
                Solomns, MD 20688-0038
                      Revision 1.3
                    November 1992
                       Edited by
                    Elizabeth J. Arar
       Environmental Monitoring Systems Laboratory
           Office of Research and Development
          U.S. Environmental Protection Agency
                 Cincinnati, OH 45268
                        353.4 -1
                                                Revision 1.3  November 1992

-------
                                          Method 353.4

                   Determination of Nitrite + Nitrate in Estuarine and
                   Coastal Waters by Automated Colorimetric Analysis
1.0  Scope and Application
1.1  This method provides a procedure for the determi-
nation of low level nitrite + nitrate concentrations nor-
mally found in estuarine and/or coastal waters using the
cadmium (Cd) reduction technique.1  Nitrate concentra-
tions are obtained by subtracting nitrite values, which
have been previously determined by this method without
the Cd reduction procedure, from the nitrite + nitrate
values.
   Analyte
Chemical Abstracts Service
Registry Numbers (CASRN)
    Nitrite
    Nitrate
      14797-65-0
      14797-55-8
 1.2   A statistically determined method detection limit
 (MDL) of 0.001 mg N/L in 3 parts per thousand (ppt)
 saline water has been determined by one laboratory.2
 The method is linearto 0.42 mg N/L using an AutoAnalyzer
 II System (Bran & Luebbe, Buffalo Grove, IL).

 1.3   Approximately 40 samples can be analyzed in an
 hour.
 1.4   This method should be used by analysts experi-
 enced in the use of automated colorimetric analyses and
 familiarwith matrix interferences and procedures fortheir
 correction. A minimum of 6 months experience under
 experienced supervision is recommended.

 15  This method was tested by 11  laboratories using
 deionized distilled water, high salinity sea water (36 ppt)
 and three estuarine waters of 8,12, and 18 ppt salinity.
 When nitritewasdetermined (sample not passed through
 Cd reduction column), precision and accuracy were high
 and there were no statistically significant matrix effects.
 However, when nitrate was determined (sample passed
 through the Cd reduction column), 50% of the laborato-
 ries reported unacceptable data. Precision and accuracy
 decreased as salinity increased and nitrate concentra-
 tion decreased. The user of this method is, therefore,
 cautioned as to its lack of ruggedness and accuracy
 when determining nitrate, and the user is admonished to
 carefully check and maintain the Cd reduction column
 required for the determination of nitrate.

 2.0  Summary of Method
 2.1   An automated colorimetric method for the analysis
 of low level nitrite + nitrate concentrations is described.
  Filtered samples are passed through a copperized cad-
mium column to reduce nitrate to nitrite. The nitrite
originally present and the reduced nitrate are then deter-
mined by diazotizing with sulfanilamide and coupling with
N-1-naphthylethylenediamine dihydrochloride to form a
colored azo dye. The color produced is proportional to
the nitrite + nitrate concentration present in the sample.
Nitrate is obtained by subtracting nitrite values, which
have been previously determined without the cadmium
reduction step, from the nitrite + nitrate values.

3.0  Definitions
3.1   Calibration Standard (CAL) — A  solution pre-
pared from the primary dilution standard solution or stock
standard solution containing the internal standards and
surrogate analytes. The CAL solutions are used to cali-
brate the instrument response with respect to analyte
concentration.

3.2  Dissolved Analyte (DA) —- The concentration of
analyte in an aqueous sample that passes through a 0.45
jim membrane filter assembly prior to sample acidifica-
tion or other processing.

3.3  Laboratory Fortified Blank (LFB)—An aliquot of
reagent water or other blank  matrix to which known
quantities  of the method  analytes are added in the
laboratory. The LFB is analyzed exactly as a sample, and
its purpose is to  determine  whether the method is in
control and whether the laboratory is capable of making
accurate and precise measurements.

 3.4   Laboratory Reagent Blank (LRB) — An aliquot
 of reagent water or other blank matrix that is treated
 exactly as a sample including exposure to all glassware,
 equipment, solvents, reagents, internal standards, and
 surrogates that are used with other samples. The LRB is
 used to determine if method analytes or other interfer-
 ences are present in the laboratory environment,  re-
 agents, or apparatus.

 3.5   Linear Dynamic Range (LDR)—The concentra-
 tion range over which the analytical working curve  re-
 mains linear.

 3.6  Method Detection Limit (MDL) — The minimum
 concentration of an analyte that can be identified, mea.-
 sured and reported with 99% confidence that the analyte
 concentration is greater than zero.2

 3.7  Reagent Water— Type 1 reagent grade water
 equal to or exceeding standards established by Ameri-
 can Society for Testing and Materials (ASTM). Reverse
                                                353.4 - 2
 Revision 1.3  November 1992

-------
osmosis systems or distilling units which produce 18
megohm water are two examples of acceptable water
sources.

3.8   Refractive Index (Rl) — The ratio of the velocity
of light in a vacuum to that in a given medium. The relative
refractive index is the ratio of the velocity of light in two
different media, such as sea or estuarine water versus
reagent water. The correction  for this difference is re-
ferred to as the refractive index correction in this method.

3.9   Stock Standard Solution (SSS) — A concen-
trated solution containing one or more method analytes
prepared in the laboratory using assayed reference ma-
terials or purchased from a reputable commercial source.

4.0   Interferences
4.1   Concentrations of iron, copper, or other metals
above several mg/L alter  reduction efficiency.3  The
presence of large concentrations of sulfide and/or sulfate
will cause a loss of sensitivity of nitrate to the copperized
cadmium column.4'5

4.2   Suspended solids restrict sample flow through the
column. Sample turbidity should be removed by filtration
prior to analysis.

4.3   This method corrects for refractive index and "salt
error" interferences (Sections 12.2 and 12.3) which occur
if calibration standards and samples are not matched in
salinity.

5.0   Safety
5.1   Water samples collected from estuarine and/or
ocean environments are generally not hazardous. How-
ever, the individual who collects samples should use
proper techniques to insure safety.

5.2   Good laboratory  technique should be followed
when preparing reagents. A lab coat, safety goggles and
gloves should be worn when  preparing the reagents,
particularly the copper sulfate solution, and color re-
agent.

6.0   Equipment and Supplies
6.1   Continuous Flow Automated Analytical
      System Consisting of:

6.1.1 Sampler.
6.1.2  Manifold or analytical aartridge equipped with
copper/cadmium reduction column (prepared according
to specifications in Section 7.2.1).

6.1.3  Proportioning pump.

6.1.4  Colorimeter equipped with 1.5 X 50 mm tubular
flow cell and 550 nm filter.

6.1.5  Phototube sensitive to  550 nm light.

6.1.6  Recorder or computer based data system.
6.2   Nitrogen-Free Glassware — All glassware used
in the determination must be low in residual nitrate to
avoid sample/reagent contamination. Washing with 10%
HCI and thoroughly rinsing with reagent water have been
found to be effective.

7.0   Reagents and Standards
7.1   Stock Reagent Solutions

7.1.1 Ammonium Chloride Reagent— Dissolve 10.0 g
of ammonium chloride (NH4CL)(CASRN 12125-02-9) in
1 Lof reagent water. Adjust to pH 8.5 by adding 3-4 NaOH
(CASRN1310-73-2) pellets as necessary. Add 5 drops of
2% copper sulfate solution (Section 7.1.3). No addition of
EDTA is necessary. This reagent is stable for 1 week
when kept refrigerated.

7.1.2 Color Reagent— Combine 1500 ml_ reagent wa-
ter, 200.0 ml concentrated phosphoric acid (H3PO4,
CASRN 7664-38-2), 20.0 g sulfanilamide (CASRN  63-
74-1), and 1.0  g N-1-napthylethylenediamine  di-
hydrochloride (CASRN 1465-25-4). Dilute to 2000  ml
with reagent water. Add 2.0 mL BRIJ-35 (Bran & Luebbe,
Buffalo Grove, IL). Store at 4°C in the dark. This reagent
should be prepared every 6 weeks.

7.1.3 Copper Sulfate Solution — Dissolve 2.0 g of cop-
per sulfate (CuSO4.5H2O) (CASRN 7758-98-7) in 90 mL
of reagent water. Dilute to 100 mL with reagent water.

7.1.4 Refractive Reagent— Combine 100 mL of con-
centrated phosphoric acid (H3PO4) to 800 mL reagent
water. Add 1.0 mL BRIJ-35. Dilute to 1000 mL with
reagent water.

7.1.5 Stock Nitrate Solution — Dissolve 0.721 g of pre-
dried (60°C for 1 h) potassium nitrate (KNO3)(CASRN
7758-09-0) in reagent water and dilute to 1000 mL.  1.0
mL = 0.100 mg N. The stability of this stock standard is
approximately 3 months when kept refrigerated.

7.1.6 Stock Nitrite Solution —  Dissolve 0.493 g of pre-
dried (60°C for 1 hr) sodium nitrite (NaNO2) (CASRN
7632-00-0) in reagent water and dilute to 1000 mL.  1.0
mL = 0.100 mg N. The  stability of this stock standard is
approximately 3 months, when kept refrigerated.

7.1.7 Low Nutrient Seawater—Obtain natural low nutri-
ent seawater (36 ppt salinity; <0.0002 mg N/L) or prepare'
synthetic seawater by dissolving 31 g analytical reagent
grade sodium chloride,  NaCI, (CASRN 7647-14-5); 10 g
analytical reagent grade magnesium  sulfate, MgSO4
CASRN 10034-99-8); and 0.05 g analytical reagent grade
sodium bicarbonate, NaHCO3 (CASRN 144-55-8), in 1 L
of reagent water.

7.2   Cadmium Preparation — Use good quality cad-
mium (CASRN 7440-43-9) filings.  Depending on  the
reductor column shape and size, cadmium filings should
generally be <0.5 mm but >0.3 mm for glass columns and
                                               353.4 - 3
                                                                           Revision 1,3  November 1992

-------
in the 25-60 mesh size (0.25 mm to 0.71 mm) range for
columns prepared by using flexible tubing.

New cadmium filings should be rinsed with diethyl ether
to remove dirt and grease.

Approximately 10 g of this cadmium is treated with 50 ml
of 6N HCI in a 150-mL beaker. Swirl very carefully for 1
min. Carefully decant the HCI and thoroughly rinse the
cadmium (at least 10 times) with reagent water. Decant
the reagent water and add a 50-mL portion  of 2% (w/v)
copper sulfate solution  (Section 7.1.3). While swirling,
brown flakes of colloidal copper will appear and the blue
color of thesolution will fade. Decant and repeat sequen-
tial washing with reagent water and copper sulfate solu-
tion until blue color does not fade. Avoid exposure of
treated copper-cadmium to air.

Wash the  filings thoroughly with reagent water until  all
blue color is gone and the supernatant is free of panicu-
late matter. Usually a minimum of 10 rinses is necessary.
The filings are now ready to be packed into the column.

7.2.1 Column Preparation — The column should  be
prepared from flexible plastic tubing or glass. The follow-
ing column dimensions are acceptable.

     Glass tube:  U-shaped, 35 cm (13.78 in.) in length
     with 2 mm (0.079 in.)  ID.

     Flexible plastic tube: 22 cm (8.66 in.) in length with
     2.8 mm (0.11 in.)  ID.

Plug one  end of the column with glass wool. Fill the
reductor column with ammonium chloride reagent (Sec-
tion 7.1.1) and transfer the prepared cadmium filings to
the column using a Pasteur pipette or some other method
that prevents contact of the Cd filings with air. Pack the
entire column uniformly with filings such that,  visually, the
packed  filings have separation gaps no greater than
approximately 1 mrn. If the column is too densely packed,
sample flow is restricted. Insert another glass wool plug
at the top of the  column and with reagents pumping
through the system, attach the  column to the valve
assembly. Remember to have no air bubbles in the valve
(Rgure 1)  and to attach the column to the intake side of
the valve first.

Check for good flow characteristics (regular bubble pat-
tern) after the addition of air bubbles beyond  the column.
If the column is packed too tightly, an inconsistent flow
pattern will be evident.

Prior to sample analysis, condition the column by pump-
ing through the sample line approximately  1 mg N (ni-
trate)/L (Section 7.2.2) for 5 min.

7.2.2 Secondary Nitrate Solution —  Dilute 1.0 ml_ of
stock nitrate  solution (Section 7.1.5) to 100 ml_ with
reagent water. 1.0 mL  of this solution = 0.001 mg  N.
Refrigerate and prepare fresh weekly.

7.2.3 Prepare a series of calibration standards (CAL) by
diluting suitable volumes of Secondary Nitrate Solution
(Section 7.2.2) to 100 mL with reagent water. Prepare
these standards daily. When working with samples of
known salinity, it is recommended that the CAL solutions
be prepared in  Low Nutrient Seawater (Section 7.1.7)
diluted to the salinity of the samples, and the Sampler
Wash Solution also be Low Nutrient Seawater (Section
7.1.7) diluted to that salinity.  If  this procedure is per-
formed, it is unnecessary to perform the salt error and
refractive index  correction outlined in Sections 12.2 and
12.3. When analyzing samples of varying salinities, it is
recommended that the standard curve be prepared in
reagent water and refractive index corrections be made
to the sample concentrations (Section 12.2). The follow-
ing solutions, diluted to 100 mL with reagent water, are
suggested.
Volume (mL) of secondary
 nitrate solution (7.2.2)
   diluted to 100mL
Cone.,
mgN/L
       0.5
       1.0
       2.0
       4.0
       6.0
0.005
0.010
0.020
0.040
0.060
7.2.4 Saline Nitrate Standards — If CAL solutions will
not be prepared to match salinity,  then they must be
prepared in a series of salinities in order to quantify the
"salt error," the increase or decrease in the colorimetric
response of nitrate due to the change in the ionic strength
of the solution. The following dilutions prepared in 100-
mL volumetric flasks, diluted to  volume with reagent
water, are suggested.
Salinity
(PPt)
0
g
18
27
34
Volume (mL) of
low nutrient
seawater (7.1.7)
0
25
50
75
94
Volume (mL) of
secondary nitrate
solution (7.2.2)
6.0
6.0
6.0
6.0
6.0
Cone.,
mgN/L
0.060
0.060
0.060
0.060
0.060
7.2.5 Secondary Nitrite Solution — Dilute 1.0 mL of
stock nitrite solution (Section  7.1.6) to  100 mL with
reagent water. 1.0 mL of this solution = 0.001 mg N.
Refrigerate and prepare fresh weekly.

7.2.6 Working Nitrite Solution — Prepare one working
standard to act as a check on the reduction capability of
the cadmium column. Dilute 6.0 mL of (Section 7.2.5) to
100 mL to yield a concentration of 0.060 mg N/L. Store at
4°C and prepare fresh every 2 to 3 days.

8.0  Sample Collection, Preservation and
      Storage
8.1   Sample Collection—Samples collected for nutri-
ent analyses from estuarine and coastal  waters are
normally collected using one of two methods, hydrocast
or submersible pump systems. Filtration of the sample
                                                353.4 - 4
Revision 1.3  November 1992

-------
 through a 0.45-|im membrane or glass fiber filter imme-
 diately after collection is recommended.

 8.1.1 A  hydrocast uses  a series of sampling bottles
 (Niskin,  Nansen, Go-Flo or equivalent) which are at-
 tached at fixed intervals to a hydro wire. These bottles are
 sent through the water column open and are closed
 either electronically or via a mechanical "messenger
 when the bottles have reached the desired depth,

 8.1.2 When a submersible  pump  system is  used,  a
 weighted hose is sent to the desired depth in the water
 column and water is pumped to the deck of the ship for
 processing.

 8.1.3 Another method used to collect surface samples
 involves the use of a plastic bucket or large plastic bottle.
 While not the most ideal method, it is commonly used in
 citizen monitoring programs.

 8.2  Sample Preservation — After collection and fil-
 tration, samples should be analyzed as quickly as pos-
 sible. Jf the samples will  be analyzed within  24 h of
 collection, then refrigeration at 4°C is acceptable.

 8.3  Sample Storage — Long-term storage of frozen
 samples should be in clearly labeled polyethylene bottles
 or  polystyrene cups  compatible  with  the analytical
 system's automatic sampler. If the samples cannot be
 analyzed within 24 h, then freezing at -20°C for a maxi-
 mum period of 2 months is acceptable.6-8

 9.0  Quality Control
 9.1   A formal quality control (QC) program is required.
 The minimum requirements of this program consists of
 an initial demonstration of laboratory capability (Section
 9.2), and the continued analysis of laboratory  reagent
 blanks, laboratory duplicates,  arid  laboratory  fortified
 blanks with each set of samples as a continuing check on
 performance.

 9.2   Initial Demonstration of Performance
      (Mandatory)
 9.2.1  The initial demonstration of performance is used to
 characterize instrument performance (MDLs and linear
 dynamic range) and laboratory performance (analysis of
 QC samples) prior to analysis of samples using this
 method.

 9.2.2 MDLs should be established for all analytes, using
 a low level estuarine water sample containing, or fortified
 at, approximately 5 times the estimated detection limit.
 To determine MDL values, analyze 7 replicate aliquots of
 water which have been processed  through the entire
 analytical method. Perform all calculations defined in the
 method and report concentration in the appropriate units.
 Calculate the MDL as follows:

                    MDL = (t)(S)

where,     S  = Standard deviation of the
                replicate analyses.

           t   = Student's t value for n-1 degrees
                 of freedom at the 99% confidence
                 limit; t = 3.143 for 6 degrees of free-
                 dom.

 MDLs should be determined every six months or when-
 ever a significant change in background or instrument
 response occurs or when a new matrix is encountered.

 9.2.3 Linear Dynamic Range (LDR) — The LDR should
 be determined by analyzing a minimum of 5 calibration
 standards ranging from 0.005 mg N/L to 0.30 mg N/L
 across all sensitivity settings of the autoanalyzer. Nor-
 malize responses by dividing the response by the sensi-
 tivity setting multiplier.  Perform the linear regression of
 normalized response vs. concentration and obtain the
 constants m and b, where m is the slope arid b is the y-
 intercept. Incrementally analyze standards of higher con-
 centration until the measured absorbance response, R,
 of a standard no longer yields a calculated concentration,
 Cc, that is ± 10% of the known concentration, C, where
 Cc= (R - b)/m. That concentration defines the upper limit
 of the LDR for your  instrument.  Should samples be
 encountered that have a concentration that is >90% of
 the upper limit of the LDR then these samples must be
 diluted and reanalyzed.

 9.3  Assessing Laboratory Performance
      (Mandatory)
 9.3.1 Laboratory Reagent Blank (LRB) — A laboratory
 should analyze at least one reagent blank (Section 3.4)
 with each set of samples. Reagent blank data are used
 to assess contamination from  the laboratory environ-
 ment. Should an analyte value in the reagent blank
 exceed the MDL, then laboratory or reagent contamina-
 tion should be suspected and corrective actions must be
 taken before continuing analyses.

 9.3.2 Laboratory Fortified Blank (LFB) — A laboratory
 should analyze at least one fortified blank (Section 3.3)
 with each set of samples. Calculate accuracy as percent
 recovery. If the recovery of an analyte is not within 90-
 110%, then the source of the problem should be identi-
 fied and resolved before continuing the analyses.

 9.3.3 The laboratory must use LFB analyses  data to
 assess laboratory performance against the required con-
 trol limits of 90-110%  (Section 9.3.2). When sufficient
 internal performance data become available (usually a
 minimum of 20 to 30 analyses), optional control limits can
 be developed from the percent mean recovery (x) and the
 standard deviation (S) of the mean recovery. These data
 can be used to establish the upper and lower control
 limits as follows:

             Upper Control Limit = x + 3S
             Lower Control Limit = x - 3S

The optional control limits must be equal to or better than
the required control limits of 90-110%. After each 5 to 10
new recovery measurements, new control limits can be
calculated using only the most recent 20 to 30 data
points. Also the standard deviation (S)  data should be
                                               353.4 - 5
                                                                            Revision 1.3  November 1992

-------
used to establish an ongoing precision statement for the
level of concentrations included in the LFB. These data
must be kept on file and be available for review.

9.4  Assessing Analyte Recovery — Laboratory
     Fortified Sample Matrix
9.4.1 A laboratory should add aknown amount of analyte
to a minimum of 5% of the routine samples or one sample
per sample set, whichever is greater. The analyte con-
centration should be 2 to 4 times the ambient level and
should be at least four times greater than the MDL

9.4.2 Calculate the percent recovery of the analyte,
corrected for background concentrations  measured in
the unfortified sample, and compare these values with
the values obtained from the LFB's. Percent recoveries
may be calculated using the following equation:
where,     R  » percent recovery

           Ca s determined fortified sample concen-
                tration (background + addition in mg
                N/L)

           C  « Sample  background concentration
                (mg N/L)

           S  - Concentration in mg N/L added to the
                environmental sample.

9.4.3 If the recovery of an analyte falls outside the
designated range of 85-115% but the laboratory perfor-
mance for that analyte is in control, the fortified sample
should be prepared again and reanalyzed. If the result is
the same after reanalysis, the recovery problem encoun-
tered with the fortified sample is judged to be matrix
related and the sample data should be flagged.

10.0 Calibration and Standardization
 10.1  Calibration (Refer to Section 12.1).

 10.2  Standardization (Refer to Sections  12.2, and
12.3).

11.0 Procedure
 11.1  If samples are frozen, thaw the samples to room
temperature.

 11.2  Set up the manifold as shown in Figure 2. The
tubing, flow rates, sample:wash ratio, sample rate, etc.
are based on the Technicon  AutoAnaiyzer II System.
Specifications for other segmented flow analyzers vary,
so slight adjustments may be necessary.

 11.3  Allow both colorimeter and recorder to warm up for
30 min. Obtain a steady baseline with reagent water
pumping through the system. Add reagents to the sample
stream and after the baseline has equilibrated; note the
 rise (reagent baseline), and adjust the baseline.
For analysis of samples with a narrow salinity range, it is
advisable to use low nutrient seawater as wash water in
the sampler in place of reagent water. For samples with
a large salinity range, it is suggested that reagent water
and procedures in Sections 12.2 and 12.3 be employed.

11.4 A good sampling rate is approximately 40 samp-
les/h with a 9:1 sample to wash ratio.

11.5 Place CAL solutions (Section 7.2.3) and  saline
standards (Section 7.2.4) (optional) and the working
nitrite standard (Section 7.2.6) in sampler in order of
decreasing concentration. Complete filling the sampler
tray with samples, laboratory reagent blanks, laboratory
fortified blanks, laboratory fortified  matrices,  and  QC
samples.

11.6  Commence Analysis
11.6.1  If the peak height of the 0.060 mg N/L  nitrate
standard prepared  in reagent water (Section 7.2.3) is
<90%  of the peak height of the 0.060 mg. N/L nitrite
standard (Section 7.2.6), halt analyses and prepare a
new cadmium reduction column (Section 7.2).

11.6.2 If a low concentration sample peak follows a high
concentration sample peak, a certain amount of carry-
over can be expected. It is recommended that if there is
not a clearly resolved low concentration peak, the sample
be reanalyzed at the end of the sample set.

11.6.3 Obtain  a second set of  peak heights  for all
samples and standards with refractive reagent (Section
7.1.4) being pumped through the system in place of color
reagent (Section 7.1.2). The peak heights obtained from
these analyses must be subtracted from the peak heights
of samples analyzed with color  reagent to eliminate
positive bias due to color of the water sample.

12.0 Data Analysis and Calculations
12.1  Concentrations of nitrite + nitrate are calculated
from the linear regression obtained from the standard
curve in which the  concentrations of the standards are
entered as the independent variable and their .corre-
sponding peak heights are the dependent variable.

Note: If the standards are prepared in low nutrient sea-
water of same salinity as the samples, there is no need
to apply the correction factor for "salt error."

 12.2 Refractive Index Correction for Estuarine/
      Coastal Systems
 12.2.1  The absorbance peak obtained by an automated
system for nitrate in a seawater sample (when compared
to a reagent water  baseline)  represents  the sum of
absorbances from at least four sources:  (1) the  light
changes due to the differences in the index of refraction
of the seawater and reagent water; (2) reaction products
 (e.g., precipitates)  of BRIJ-35 and the seawater; (3) the
absorbance  of colored substances dissolved  in  the
sample; and (4) reaction products of the nitrite and the
 nitrate (reduced to  nitrite by the cadmium column) in the
sample with the color reagent.9
                                               353.4 - 6
 Revision 1.3  November 1992

-------
 72.2.2 Obtain a second set of peak  heights for all
 samples and standards with refractive reagent (Section
 7.1.4) being pumped through the system in place of color
 reagent (Section 7.1.2). All  other reagents remain the
 same. Peak heights for the refractive index correction
 must be obtained at the same standard calibration setting
 and on the  same colorimeter as  the  corresponding
 samples and standards.10

 72.2.3 Subtract the refractive index peak heights from
 the heights obtained for the  nitrate determination.

 72.2.4 When a  large data set has been amassed in
 which each sample's salinity is known, a regression for
 the refractive index correction on a particular colorimeter
 can be calculated. First analyze a set of nitrate standards
 (Section 7.2.3) with color reagent (Section 7.1.2) and
 obtain a linear regression from the standard curve (Sec-
 tion 12.1). For each sample, the apparent nitrate concen-
 tration due to refractive  index is then calculated from its
 peak height obtained with refractive reagent (Section
 7.1.4) and the regression of nitrate standards obtained
 with color reagent (Section 7.1.2) for each sample. Salin-
 ity is entered as the independent variable and the appar-
 ent nitrate due to refractive index in that colorimeter is
 entered as the dependent variable. The resulting regres-
 sion allows the operator to subtract an apparent nitrate
 concentration when the salinity is known, as long as other
 matrix effects (Sections 12.2.1-2) remain unchanged.
 Thus,  the  operator  would not be  required to  obtain
 refractive index peak heights for all samples after a large
 data set has been found  to yield consistent apparent
 nitrate concentrations due to  salinity. An example of
 typical results from one  laboratory follows:
   Salinity (ppt)
Apparent nitrate cone, due
to refractive index (mg N/L)
1
6
10
22
0.0001
0.0004
0.0007
0.0015
 72.2.5  An example of a typical equation is:

    mg N/L apparent NO3 = 0.000069 X Salinity (ppt)
    where 0.000069 is the slope of the line

 12.3  Correction for Salt Error in Estuarine/Coastal
      Samples
 12.3.1  When calculating concentrations of samples of
varying salinities from standards prepared in reagent
water, it is necessary to  first correct for refractive index
errors (Section 12.2),  then  correct for the alteration in
color development due to the ionic strength of the samples
("salt error").

 72.3.2  Plot the salinity  of the saline standards as the
independent variable and the apparent concentration of
nitrate (mg N/L) from the  peak height corrected  for
refractive index (Section 12.2)  calculated from the  re-
                                 gression of standards in reagent water (Sections 7.2.3
                                 and 12.1) as the dependent variable for all 0.060 mg N/
                                 L standards. The resulting regression equation allows
                                 the operator to correct the concentrations of the samples
                                 of known salinity for the color enhancement due to "Salt
                                 Error". An example of typical results from one laboratory
                                 follows:
'•

Salinity
(ppt)
0
9
18
27
34
Peak height of
0.060 mg N/L
standard after
correction for
refractive index
85
87
89
92
94
Uncorrected
mg N/L calculated
from regression
of standards
in reagent water
0.0600
0.0614
0.0628
0.0649
0.0663
                                 72.3.3  An example of a typical equation to correct for
                                "salt error" is:
                                Corrected mg N/L =
                                            y
                      Uncorrected
                                                                         X 0.0600
                                                      (Salinity X 0.0001 87) + 0.060
where 0.0600 is the concentration of nitrate standard
(Section 7.2.4) present in each saline standard; salinity of
the sample is in parts per thousand; 0.0001 87 is the slope
of the regression equation (Section 12.3.1); and 0.060 is
the y-intercept of the regression equation (Section 1 2.3. 1 ).

1 2.4  Results of sample analyses should be reported in
mg N/L or in ng N/L.
             mg N/L = ppm (parts per million)
             Mg N/L  = ppb (parts per billion)


13.0 Method Performance
13.1  Single-Analyst Precision
13. 1. 1  A single laboratory analyzed three samples col-
lected from the Chesapeake Bay, MD, and East Bay, FL.
Seven replicates of each sample were processed and
analyzed, randomly throughout a group of 75 samples
with salinities ranging from 3 to 36 ppt. The results were
as follows:
Sample
1
2
3
Salinity
(PPt)
36
18
3
Concentration
(mg N/L)
0.0165
0.0251
0.0040
% Relative
standard deviation
5.2
0.7
4
                                13.2 Pooled Precision and A ccuracy
                                No data are available at this time. In a collaborative
                                validation study of the method, precision and accuracy
                                decreased as salinity increased and concentration de-
                                creased.
                                                353.4 - 7
                                                                             Revision 1.3  November 1992

-------
14.0 Pollution Prevention
14.1 Pollution prevention encompasses any technique
that reduces or eliminates the quantity or toxicity of waste
at the point of generation. Numerous opportunities for
pollution prevention exist in laboratory operation. The
USEPA has established a preferred hierarchy of environ-
mental management techniques that places pollution
prevention as the management option of first choice.
Whenever feasible, laboratory personnel should use
pollution prevention techniques to address their waste
generation. When wastes cannot be feasibly reduced at
the source, the Agency recommends recycling as the
next best option.

 14.2 For information  about pollution prevention that
may be applicable to laboratories and research institu-
tions, consult Less is Better: Laboratory Chemical Man-
agement for Waste Reduction, available from the Ameri-
can Chemical Society, Department of Government Rela-
tions and Science Policy, 115516th Street N.W., Wash-
 ington D.C. 20036, (202)872-4477.

 15.0 Waste Management
 15.1 The U.S. Environmental  Protection Agency re-
 quires that laboratory waste management practices be
 conducted consistent with all applicable rules and regu-
 lations. The Agency urges laboratories to protect the air,
 water, and land by minimizing and controlling all releases
 from hoods and bench operations, complying with the
 letter and spirit of any sewer discharge permits and
 regulations, and by complying with all solid and hazard-
 ous waste regulations, particularly the hazardous waste
 identification rules and land disposal restrictions. For
 further information on waste management consult The
 Waste Management Manual for Laboratory Personnel,
 available from the American Chemical Society at the
 address listed in the Section 14.2.

 16.0 References
 1.  Wood, E.D., F.A.G. Armstrong, and F.A. Richards.
     1967. Determination of Nitrate in  Seawater by
     Cadmium-Copper Reduction to Nitrite. J. Mar. Biol.
     Assoc.U,K.47:23.

 2.  40 CFR, Part  136, Appendix  B. Definition and
     Procedure for the  Determination of the Method
     Detection Limit. Revision 1.11.
3.  American Public Health Association, American Water
    Works  Association, Water Pollution  Control
    Federation,  1989. Standard Methods for the
    Examination of Water and Wastewater. 17th Edition.
    American Public Health Association, Washington,
    DC 20005.

4.  Methods for Chemical Analysis of Water and Wastes,
    1983. Methods Development and Quality Assurance
    Research  Laboratory  (EPA/600/4-79/020). U.S.
    Environmental Protection Agency, Cincinnati, OH
    45268.

5.  Grasshoff, K., M. Ehrhardt and K. Kremling.  1983.
    Methods of  Seawater Analysis. Verlag Chemie,
    Federal Republic of Germany. 419 pp.

6.  MacDonald, R.W. and F.A. McLaughlin. 1982. The
    Effect of Storage by Freezing on Dissolved Inorganic
    Phosphate, Nitrate and Reactive Silicate for Samples
    from Coastal and Estuarine Waters. Water Research,
    76:95-104.

7.  Thayer, G.W. 1970. Comparison of Two Storage
    Methods for the Analysis of Nitrogen and Phosphorus
    Fractions in Estuarine Water. Ches. Sci. 11:3,155-
    158.

8.  Salley, B.A., J.G. Bradshaw and B.J. Neilson. 1986.
    Results of Comparative Studies of  Preservation
    Techniques for Nutrient Analysis on Water Samples.
    Virginia Institute of Marine Science, Gloucester Point,
    VA., 23062. 32pp.

 9.  Loder, T.C. and P.M. Gilbert. 1977. Blank and Salinity
    Corrections for Automated Nutrient Analysis of
    Estuarine and Seawaters. 7th Technicon International
    Congress: 48-56, Tarrytown, N.Y.

  10. Froelich, P.N. and M.E.Q, Pilson. 1978. Systematic
    Absorbance Errors with Technicon AutoAnalyzer II
    Colorimeters. Water Research 12: 599-603.

  Additional Bibliography

  1.  Klingamann, E.D. and D.W. Nelson, 1976. Evaluation
     of  Methods for Preserving  the  Levels of Soluble
     Inorganic Phosphorus and Nitrogen in Unfiltered
     Water Samples. J. Environ. Qua/. 5:1 42-46.
                                                353.4 - 8
  Revision 1.3  November 1992

-------
 17.0 Tables, Diagrams, Flowcharts, and Validation Data

                                        Reductor column
                Valve assembly
             (For column dimensions see Section 7.2.1)

 Figure 1.  Reductor column valve assembly.
                                        mL/min
. 22 turns
00000 3
sample WE
Debut
I

jsh receptacle

r
r
c
Deb
)admium
eduction
olumn

bier
Colorimeter
55 nm filters






Jbbler
Stums
JQCQQCL




















2.0
0.32
0.6
0.32
1.2
' 0.32
0.32
1.0
Pump
Water (GRN/GRN)
Air (BLK/BLK)

Debubbler (WHT/WHT)
Air (BLK/BLK)
NH,CL (YEL/YEL)

SE
A
Sample (BLK/BLK)

ampler
0/hr.
9:1

Color reagent (BLK/BLK)
Waste from F/C (GRY/GRY)


	 F/C to waste
     50x1.5 mm ID F/C
     199-B021-01
Figure 2.  Manifold configuration for nitrite + nitrate.
                                              353.4-9
                                                                          Revision 1.3  November 1992

-------

-------
                    Method 365.5
Determination of Orthophosphate in Estuarine and
Coastal Waters by Automated Colorimetric Analysis
                      Adapted by
                  Carl F. Zimmermann
                   Carolyn W. Keefe
              University of Maryland System
       Center for Environmental and Estuarine Studies
            Chesapeake Biological Laboratory
               Solomons, MD 20688-0036
                      Revision 1.4
                    November 1992
                       Edited by
                    Elizabeth J. Arar
       Environmental Monitoring Systems Laboratory
            Office of Research and Development
           U.S. Environmental Protection Agency
                  Cincinnati, OH 45268
                        365.5-1
                                                Revision 1.4  November 1992

-------
                                         Method 365.5

                   Determination of Orthophosphate in Estuarine and
                   Coastal Waters by Automated Colorimetric Analysis
1.0  Scope and Application
1.1  This method provides a procedure for the determi-
nation of low-level Orthophosphate concentrations nor-
mally found in estuarine and/or coastal waters. It is based
upon the method of Murphy and  Riley1 adapted  for
automated segmented flow analysis2 in which the two
reagent solutions are added separately for greater re-
agent stability and facility of sample separation.
Analyte
Chemical Abstracts Service
Registry Numbers (CASRN)
Phosphate
                                    14265-44-2
                                                - •:
 1.2   A statistically determined method detection limit
 (MDL) of 0.0007 mg P/L has been determined by one
 laboratory in 3 parts perthousand (ppt) saline water.3 The
 method is linear to 0.39 mg  P/L  using a Technicon
 AutoAnalyzer II system (Bran & Luebbe, Buffalo Grove,
 IL).

 1.3   Approximately 40 samples per hour can be ana-
 lyzed.

 1.4   This method should be used by analysts experi-
 enced in the use of automated colorimetric analyses, and
 familiar with matrix interferences and procedures fortheir
 correction. A minimum  of 6-months experience  under
 experienced supervision is recommended.

 2.0  Summary of Method
 2.1   An automated colorimetric method for the analysis
 of low-level Orthophosphate concentrations is described.
 Ammonium molybdate and antimony potassium tartrate
 react in an acidic medium with dilute solutions of phos-
 phate to form an antimony-phospho-molybdate  com-
 plex. This complex is  reduced to an intensely  blue-
 colored complex by ascorbic acid. The color produced is
 proportional to the phosphate concentration present in
 the sample. Positive bias caused by differences in the
 refractive index of seawater and reagent water is cor-
 rected for prior to data reporting.

 3.0  Definitions
 3.1   Calibration Standard (CAL) — A solution pre-
 pared from the stock standard solution that is used to
 calibrate the instrument response with respect to analyte
 concentration. One of  the  standards in  the standard
 curve.

 3.2   Dissolved Analyte (DA) — The concentration of
 analyte in an aqueous  sample that will pass through a
0.45-nm membrane filter assembly prior to sample acidi-
fication or other processing.

3.3   Laboratory Fortified Blank (LFB)—An aliquot of
reagent water to which known quantities of the method
analytes are added in the laboratory. The LFB is ana-
lyzed exactly like a sample, and its purpose is to deter-
mine; whether method performance is within acceptable
control limits. This is basically a standard prepared in
reagent water that is analyzed as a sample.

3.4   Laboratory Fortified Sample Matrix (LFM)—An
aliquot of an environmental sample to which known
quantities of the method analytes  are added  in the
laboratory: The LFM is analyzed exactly like a sample,
and its purpose  is to  determine whether the sample
matrix contributes bias to the  analytical results. The
background concentrations of the analytes in the sample
matrix must be determined in a separate aliquot and the
measured values in the LFM corrected for background
concentrations.

3.5  Laboratory Reagent Blank (LRB)—An aliquot of
reagent water that is treated exactly as a sample includ-
ing exposure to all glassware, equipment, and reagents
that are used with other samples. The LRB is used to
determine if method analytes or other interferences are
present in the laboratory environment, the reagents, or
apparatus.

3.6  Linear Dynamic Range (LDR) — The absolute
quantity or concentration range over which the instru-
ment;response to an analyte is linear.

3.7  Method Detection Limit (MDL} — The minimum
concentration of an analyte that can  be identified, mea-
sured, and reported with 99% confidence that the analyte
concentration is greater than zero.

 3.8  Reagent Water (RW) — Type 1 reagent grade
water equal to or exceeding standards; established by
American Society of Testing Materials (ASTM). Reverse
 osmosis systems or  distilling  units that  produce 18
 megohm water are two  examples of acceptable water
 sources.

 3.9  Refractive Index (Rl)—The ratio of the velocity of
 light in.a vacuum to that in a given medium. The relative
 refractjve index is the  ratio of the velocity of light in two
 different media,  such as sea or estuarine water versus
 reagent water. The correction for this difference is re-
 ferred to as the refractive index correction in this method.

 3.10 Stock Standard Solution (SSS) — A concen-
 trated solution of method analyte prepared in the labora-
                                               365.5 - 2
 Revision 1.4  November 1992

-------
tory using assayed reference compounds or purchased
from a reputable commercial source.

4.0  Interferences
4.1   Interferences caused by copper,  arsenate and
silicate are minimal relative to the orthophosphate deter-
mination because of the extremely low concentrations
normally found in estuarine or coastal waters. High iron
concentrations can cause precipitation of and subse-
quent loss of phosphate from the dissolved phase. Hy-
drogen sulfide effects, such as occur in samples col-
lected from deep anoxic basins, can be treated by simple
dilution of the sample since high sulfide concentrations
are most often associated with high phosphate values.4

4.2   Sample turbidity is removed by filtration prior to
analysis.

4.3   Refractive Index interferences are corrected for
estuarine/coastal samples (Section 12.2).

5.0  Safety
5.1   Water samples collected from the estuarine and/or
ocean environment are generally not hazardous. How-
ever,  the individual who collects samples should use
proper technique.

5.2   Good laboratory technique should be used when
preparing reagents. A  lab coat, safety goggles, and
gloves should be worn when preparing the sulfuric acid
reagent.

6.0  Equipment and Supplies
6.1   Continuous Flow Automated Analytical Sys-
      tem Consisting of:

6.1.1  Sampler.

6.1.2 Manifold or Analytical Cartridge equipped with
37°C heating bath.

6.1.3 Proportioning pump.

6.1.4  Colorimeter  equipped with 1.5 X 50  mm tubular
flow cell and a 880 nm filter.

6.1.5 Phototube that can be used for 600-900 nm range.

6.1.6  Strip chart recorder or computer based  data sys-
tem.

6.2   Phosphate-Free Glassware and Polyethylene
      Bottles

6.2.1 All labware used in the determination must be low
in residual phosphate to avoid sample or reagent con-
tamination. Washing with 10% HCI (v/v) and thoroughly
rinsing with distilled, deionized water was found to be
effective.

6.2.2 Membrane or glass fiber filters, 0.45 nm nominal
pore size.
7.0   Reagents and Standards
7.1   Stock Reagent Solutions
7.1.1 Ammonium Molybdate Solution (40 g/L) — Dis-
solve 20.0 g  of  ammonium  molybdate tetrahydrate
((NH )6Mo7O24'4H2O, CASRN  12027-67-7) in approxi-
mately 400 ml of reagent water and dilute to 500 ml.
Store in a plastic bottle out of direct sunlight. This reagent
is stable for approximately three months.

7.1.2 Antimony Potassium Tartrate Solution (3.0 g/L)—
Dissolve  0.3 g  of antimony potassium  tartrate
[(K(SbO)C4H406-1/2 H20, CASRN 11071-15-1]  in ap-
proximately 90 mL of reagent water and dilute to 100 ml_.
This reagent is stable for approximately three months.

7.1.3 Ascorbic Acid Solution (18.0 g/L)—Dissolve 18.0
g of ascorbic acid (C6H6O6, CASRN 50-81-7) in approxi-
mately 800  mL of reagent water and  dilute to 1  L.
Dispense approximately 75 mL into clean polyethylene
bottles and freeze. The stability of the frozen ascorbic
acid is approximately three months. Thaw overnight in
the refrigerator before use. The stability of the thawed,
refrigerated reagent is less than 10 days.

7.7.4 Sodium Lauryl Sulfate Solution (30.0 g/L) — So-
dium dodecyl sulfate (CH3(CH2)11OSO3Na, CASRN 151-
21-3). Dissolve 3.0 g of sodium lauryl sulfate (SLS) in
approximately 80 mL of reagent water and dilute to 100
mL. This solution is the wetting agent and its stability is
approximately three weeks.

7.7.5 Sulfuric Acid Solution (4.9 N)—Slowlyadd 136mL
of concentrated sulfuric acid (H2SO4, CASRN 7664-93-9)
to approximately 800 mL of reagent water. After the
solution is cooled, dilute to 1 L with reagent water.

7.1.6 Stock Phosphorus Solution— Dissolve 0.439 g of
pre-dried (105°C for 1 h) monobasic potassium  phos-
phate (KH PO4, CASRN 7778-77-0) in reagent water and
dilute to 1000 mL (1.0 mL = 0.100 mg P.) The stability of
this stock standard is approximately three months when
kept refrigerated.

7.1.7 Low Nutrient Seawater—Obtain natural low nutri-
ent seawater (36 ppt salinity; <0.0003 mg P/L) or dissolve
31 g analytical reagent  grade  sodium chloride, (NaCI,
CASRN 7647-14-5); 10 g analytical grade magnesium
sulfate, (MgSO4, CASRN 10034-99-8); and 0.05 g ana-
lytical reagent grade sodium  bicarbonate,  (NaHCO ,
CASRN 144-55-8), in 1 L of reagent water.

7.2   Working Reagents
7.2.1 Reagent A — Mix the following reagents in the
following proportions for 142 mL of Reagent A: 100 mL of
4.9N H2SO4 (Section 7.1.5), 30 mL of ammonium molyb-
date solution (Section 7.1.1), 10 mL of antimony potas-
sium tartrate solution (Section 7.1.2), and 2.0 mL of SLS
solution (Section 7.1.4).  Prepare fresh daily.

7.2.2 ReagentB—Add approximately 0.5 mLof the SLS
solution (Section 7.1.4)  to the  75 mL of ascorbic acid
                                               365.5 - 3
                                                                           Revision 1.4  November 1992

-------
solution (Section 7.1.3). Stability is approximately 10
days when kept refrigerated.

7.2.3 Refractive Reagent A—Add 50 mLof 4.9 N H2SO
(Section 7.1.5) to 20 mL of reagent water. Add 1 ml_ of
SLS (Section 7.1.4) to this solution. Prepare fresh every
few days.
7.2.4 Secondary Phosphorus Solution—Take 1.0 mLof
Stock Phosphorus Solution (Section 7.1.6) and dilute to
100  mL with reagent water. (1.0 mL = 0.0010 mg P.)
Refrigerate and prepare fresh every 10 days.

7.2.5 Prepare a series of standards by diluting suitable
volumes of standard solutions (Section 7.2.4) to 100 mL
with reagentwater. Prepare these standards daily. When
working with samples  of known salinity, it is recom-
mended that the standard curve concentrations be pre-
pared in low-level natural seawater (Section 7.1.7) di-
luted to match the salinity of the samples. Doing so
obviates the need to perform the refractive index correc-
tion outlined in Section 12.2. When analyzing samples of
varying salinities,  it is recommended that the standard
curve be prepared in reagent water and refractive index
corrections be made to the sample concentrations (Sec-
tion  12.2). The following dilutions are suggested.
mL of Secondary
Phosphorus Solution (7.2.4)
0.1
0.2
0.5
1.0
2.0
4.0
5.0
Cone.
mgP/L
0.0010
0.0020
0.0050
0.0100
0.0200
0.0400
0.0500
 8.0  Sample Collection, Preservation and
      Storage
 8.1  Sample Collection—Samples collected for nutri-
 ent analyses from estuarine and coastal waters are
 normally collected using one of two methods: hydrocast
 or submersible pump systems. Filtration of the sample
 through a 0.45-jim membrane or glass fiber filter imme-
 diately after collection is required.
 8.1.1 A hydrocast uses a series of sampling  bottles
 (Niskin, Nansen, Go-Flo or equivalent) that are attached
 at fixed intervals to a hydro wire. These bottles are sent
 through the water column open and are closed either
 electronically or via a mechanical "messenger" when the
 bottles  have reached the desired depth.

 8.1.2 When a submersible pump system is used, a
 weighted hose is sent to the desired depth in the water
 column and water is pumped from that depth to the deck
 of the ship for processing.
8.1.3 Another method used to collect surface samples
involves the use of a plastic bucket or large plastic bottle.
While not the most ideal method, it is commonly used in
citizen monitoring programs.
                      •Or
8.2  Sample  Preservation —  After collection and
filtration,  samples should be  analyzed  as  quickly as
possible. If the samples are to be analyzed within 24 h of
collection, then refrigeration at 4°C is acceptable.

8.3  Sample Storage — Long-term storage of frozen
samples should be in clearly labelled polyethylene bottles
or polystyrene cups compatible  with  the analytical
system's automatic sampler (Section 6.1.1). If samples
cannot be analyzed within 24 h, then freezing at -20°C for
a maximum period of two months is acceptable.5"8

9.0  Quality Control
9.1  Each laboratory using this method is  required to
operate a formal quality control (QC)  program. The
minimum  requirements of this program consist of. an
initial demonstration of laboratory capability, the contin-
ued analysis of LRBs, laboratory duplicates, and LFBs as
a continuing check on performance.

9.2  Initial Demonstration of Performance
      (Mandatory)
9.2.1 The initial demonstration of performance is used to
characterize instrument performance (MDLs and linear
dynamic range) and laboratory performance  (analysis of
QC samples) prior to analyses of samples using this
method.

9.2.2 MDLs should be  established using  a  low-level
estuarine water  sample fortified to approximately five
times the estimated detection limit.3 To determine MDL
values, analyze  seven  replicate aliquots of water and
process through the entire analytical method. Perform all
calculations defined in the method and  report the con-
centration values in the appropriate units. Calculate the
MDL as follows:

                    MDL = (t)(S)

where,   S =  the standard deviation of the replicate
              analyses.

         t *=  the Student's t value for n-1 degrees of
              freedom at the 99% confidence limit, t =
              3.143 for six degrees of freedom.

 MDLs should be determined every six months or when-
 ever a significant change in background or instrument
 response occurs or when a new matrix: is encountered.

 9.2.3 Linear Dynamic Range (LDR) — The  LDR should
 be determined by analyzing a minimum of five calibration
 standards ranging in concentration from 0.001  mgP/Lto
 0.20. mg P/L across  all sensitivity  settings of  the
 autoanalyzer. Normalize responses by dividing the re-
 sponse by the sensitivity setting multiplier.  Perform the
 linear regression of normalized response vs. concentra-
                                                365.5 - 4
 Revision 1.4  November 1992

-------
 tion and obtain the constants m and b, where m is the
 slope and b is the y-intercept.  Incrementally analyze
 standards of higher concentration until the measured
 absorbance response, R, of a standard no longer yields
 a calculated concentration C^ that is ± 10% of the known
 concentration, C, where CC=(R- b)/m. That concentra-
 tion defines the upper limit of the LDR for your instrument.
. Should samples be encountered that have a concentra-
 tion that is >90% of the upper limit of the LDR, then these
 samples must be diluted and reanalyzed.

 9.3  Assessing Laboratory Performance
      (Mandatory)
 9.3.1 Laboratory Reagent Blank (LRB) — A laboratory
 should analyze at least one LRB (Section. 3.5) with each
 set of samples. LRB data are used to assess contamina-
 tion from the laboratory environment. Should an analyte
 value in the LRB  exceed the MDL, then laboratory or
 reagent contamination should be suspected. When LRB
 values constitute 10% or more of the analyte level deter-
 mined for  a sample, fresh samples or field duplicates of
 the samples must be prepared and analyzed again after
 the source of contamination has been corrected and
 acceptable LRB values have been obtained.

 9.3.2 Laboratory Fortified Blank (LFB) — A laboratory
 should analyze at least one LFB (Section 3.3) with each
 batch of samples. Calculate accuracy as percent recov-
 ery. If the recovery of the analyte falls outside the re-
 quired control limits of 90 -110%, the analyte is judged
 put of control and the source of the problem should be
 identified and resolved before continuing the analyses.

 9.3.3 The laboratory must use LFB data to assess labo-
 ratory performance against the required control limits of
 90 -110% (Section 9.3.2). When sufficient internal per-
 formance  data become available (usually a minimum of
 20 to 30 analyses), optional control limits can be devel-
 oped from the percent mean recovery (x) and the stan-
 dard deviation (S) of the mean recovery. These data can
 be used to establish the upper and lower control limits as
 follows:

            Upper Control Limit = x + 3S

            Lower Control Limit = x - 3S

 The optional control limits must be equal to or better than
 the required control limits of 90 -110%. After each 5 to 10
 new recovery measurements, new control limits can be
 calculated using only the most  recent 20 to 30 data
 points. Also, the standard deviation (S) data should be
 used to establish an ongoing precision statement for the
 level of concentrations included in the LFB. These data
 must be kept on file and be available for review.

 9.4   Assessing Analyte Recovery - Laboratory
      Fortified Sample Matrix
 9.4.1 A laboratory should add a known amount of analyte
to a minimum of 5% of the routine samples or one sample
per sample set, whichever is greater. The analyte con-
 centration  should  be two to four times the ambient
 concentration and should be at least four times the MDL.

 9.4.2 Calculate the percent recovery of the analyte,
 corrected for background concentrations measured in
 the unfortified sample, and compare these values with
 the values obtained from the LFBs.

 Percent recoveries may be calculated using the following
 equation:
              R=(cs-c)x100
                    S

 where,   R =  percent recovery

         Cs=  measured fortified sample concentration
              (background + concentrated addition in
              mg P/L)

         C =  sample background concentration
              (mg P/L)

         S =  concentration in mg P/L added to the
              environmental sample.

 9.4.3  If the  recovery of the analyte  falls outside the
 designated range of 90-110% recovery, but the labora-
 tory performance for that analyte is in control, the fortified
 sample should be prepared again and analyzed.  If the
 result is the same after reanalysis, the recovery problem
 encountered  with the fortified sample is judged to be
 matrix related, not system related.
 10.0 Calibration and Standardization
 10.1  Calibration (Refer to Sections 11.5 and 12.0).

 10.2  Standardization (Refer to Section 12.2).

 11.0 Procedure
 11.1  If samples are frozen, thaw the samples to room
 temperature.

 11.2  Set-up manifold as shown in Figure 1. The tubing,
 flow rates, sample:wash  ratio, sample rate,  etc., are
 based on a Technicon AutoAnalyzer II system. Specifi-
 cations for similar segmented flow analyzers vary, so
 slight adjustments may be necessary.

 11.3  Allow both colorimeter and recorder to warm up for
 30 min. Obtain a steady  baseline with reagent water
 pumping through the system, add reagents to the sample
 stream and after the reagent water baseline has equili-
 brated, note that rise (reagent water baseline), and adjust
 baseline.

 For analysis of samples with a narrow salinity range, it is
 advisable to use low nutrient seawater matched to sample
 salinity as wash water in the sampler in place of reagent
water. For samples with  a large salinity  range, it is
 suggested that reagent wash water and procedure (Sec-
tion 12.2) be employed.
                                               365.5 - 5
                                                                           Revision 1.4  November 1992

-------
11.4 Agoodsampling rate is approximately 40 samples/
h with a 9:1, sample:wash ratio.

1,1.5 Place standards (Section 7.2.5) in sampler in order
of decreasing concentration. Complete filling the sam-
pler tray with samples, LRBs, LFBs, and LFMs.

11.6 Commence analysis.

11.7 Obtain a second set of peak heights for all samples
and standards with Refractive Reagent A (Section 7.2.3)
being pumped through the system in place of Reagent A
(Section 7.2.1). This "apparent" concentration due to
coloration of the water should be subtracted from con-
centrations obtained with Reagent A pumping through
the system.

12.0 Data Analysis and Calculations
12.1  Concentrations of orthophosphate are calculated
from the linear regression obtained from the standard
curve in which the concentrations of the calibration
standards are entered as the independent variable and
the corresponding peak height is the dependent variable.

12.2  Refractive Index Correction for Estuarine/
      Coastal Systems
12.2.1  Obtain a second set of peak heights for all
samples and standards with Refractive Reagent A (Sec-
tion 7.2.3) being pumped through the system in place of
Reagent A (Section 7.2.1). Reagent B (Section 7.2.2)
remains the  same  and is also pumped through the
system. Peak heights for the refractive index correction
must be obtained at the same Standard Calibration
Setting and on the same colorimeter as the correspond-
ing samples and standards.9

 12.2,2  Subtract the refractive index peak heights from
the heights obtained for the orthophosphate determina-
tion. Calculate the regression equation  using the cor-
rected standard peak heights. Calculate the concentra-
tion of samples from the regression equation using the
corrected sample peak heights.

 12.2.3  When a large data set  has been amassed in
which each sample's salinity is known, a  regression for
the refractive index correction on a particular colorimeter
can be calculated. For each sample, the apparent or-
thophosphate concentration due to refractive  index is
calculated from its peak  height obtained with Refractive
 Reagent A (Section 7.2.3) and Reagent B (Section 7.2.2)
and the regression of orthophosphate  standards ob-
tained with orthophosphate Reagent A (Section 7.2.1)
and Reagent B (Section 7.2.2) for each  sample. Its
salinity is entered as the independent variable and its
 apparent orthophosphate concentration due to its refrac-
tive index in that colorimeter is entered as the dependent
 variable. The resulting regression equation allows the
 operatorto subtract an apparent orthophosphate concen-
 tration when the salinity is known, as long as other matrix
 effects are not present. Thus, the operator would not be
required to obtain the refractive index peak heights for all
samples after a large data set has been found to yield
consistent apparent orthophosphate concentrations due
to salinity. An example follows:

                      Apparent orthophosphate
                      cone, due to refractive
Salinity (ppt)
1,
5
10
20
index (mg P/L)
0.0002
0.0006
0.0009
0.0017
 12.2.4 An example of a typical equation is:

   mg P/L apparent PO43' = 0.000087 X Salinity (ppt)

   where,   0.000087 is the slope of the line.

 12.3  Results should be reported in mg PO43'- P/L or ^g
 P043-- P/L.


    mg PO43" - P/L = ppm (parts per million)

    ng PO43' - P/L = ppb (parts per billion)


 13.0 Method Performance
 13.1  Single Analyst Precision — A single laboratory
 analyzed  three samples  collected from Chesapeake
 Bay, Maryland, and East Bay, Florida. Seven replicates
 of each sample were processed and analyzed randomly
 throughout a group of 75 samples with salinities ranging
 from 3 to 36 ppt. The results were as follows:
Sample
1
2
3
Salinity
(ppt)
36
18
3
Concentration
(mg P/L)
0.0040
0.0024
0.0007
Percent Relative
Standard Deviation
6.5
10
24
 13.2   Pooled Precision and Accuracy
 13.2.1  This method was tested by nine laboratories
 using reagent water,  high  salinity  seawater from the
 Sargasso Sea (36 ppt) and three different salinity waters
 from Chesapeake Bay, Maryland (8.3 ppt, 12.6 ppt, and
 19.5 ppt). The reagent water and the Sargasso Sea water
 were fortified at four Youden pair concentrations ranging
 from0.0012mg P/Lto0.1000mg P/L10 The Chesapeake
 Bay waters were fortified at three Youden pair concentra-
 tions ranging from 0.0050 mg P/L to 0.0959 mg P/L with
 the highest salinity waters containing the lowest Youden
 pair and the lowest salinity waters containing the highest
 Youden pair. Analysis of variance (ANOVA) at the 95%
                                                365.5 - 6
 Revision 1.4  November 1992

-------
confidence level found no statistical differences between
water types indicating that the refractive index correction
for different salinity waters is an acceptable procedure.
Table 1 contains the linear equations that describe the
single-analyst standard deviation, overall standard de-
viation, and mean recovery of orthophosphate from each
water type.

 13.2.2  Pooled Method Detection Limit (p-MDL) — The
p-MDL is derived from the pooled precision obtained by
single laboratories for the lowest analyte concentration
level used in the multilaboratory study. The p-MDLs
using reagent water and Sargasso Sea  water were
0.00128 and 0.00093 mg P/L, respectively.

14.0 Pollution Prevention
 14.1 Pollution prevention encompasses any technique
that reduces or eliminates the quantity ortoxicity of waste
at the point of generation. Numerous  opportunities for
pollution prevention exist in laboratory operation. The
EPA has established a preferred hierarchy of environ-
mental management techniques that  places pollution
prevention as the management option of  first  choice.
Whenever feasible, laboratory personnel  should use
pollution prevention techniques to address their waste
generation. When wastes cannot be feasibly reduced at
the source, the Agency recommends  recycling as the
next best option.

14.2 For information about pollution prevention  that
may be applicable to laboratories and  research institu-
tions, consult Less is Better: Laboratory Chemical Man-
agement for Waste Reduction, available from the Ameri-
can Chemical Society's Department of Government Re-
lations and Science Policy, 115516th Street N.W., Wash-
ington, D.C. 20036, (202)872-4477.

15.0 Waste Management
15.1 The Environmental  Protection Agency requires
that laboratory waste management practices be con-
ducted consistent with all applicable rules  and  regula-
tions., The Agency urges laboratories to protect the air,
water, and land by minimizing and controlling all releases
from  hoods and bench operations, complying with the
letter and spirit of  any sewer discharge permits  and
regulations, and by complying with all solid and hazard-
pus waste regulations, particularly the hazardous waste
identification rules and  land disposal  restrictions. For
further information on waste management, consult The
Waste Management Manual for Laboratory Personnel,
available from the American Chemical Society at the
address listed in Section 14.2.
16.0 References

 1. Murphy, J. and J.P. Riley. 1962. A Modified Single
    Solution Method for the Determination of Phos-
    phate in Natural Waters. Analytica Chim. Acta 27,
    31-36.0.

 2. Technicon Industrial Systems. 1973. Orthophos-
    phate in Water and Seawater. Industrial Method
    155-71W. Technicon Industrial Systems,
    Tarrytown, NY 10591.

 3. 40CFR, 136 Appendix B. Definition and
    Procedure for the Determination of the Method
    Detection Limit. Revision 1.11.

 4. Grasshoff, K., M. Ehrhardt, and K. Kremling. 1983.
    Methods of Seawater Analysis. Verlag Chemie,
    Federal Republic of Germany, 419 pages.

 5. Klingamann, E.D. and D.W. Nelson.  1976. Evalua-
    tion of Methods for Preserving the Levels of
    Soluble Inorganic Phosphorus and Nitrogen in
    Unfiltered Water Samples. J. Environ. Qua/., 5:1,
    42-46.

 6. MacDonald, R.W. and F.A. McLaughlin. 1982.
    The Effect of Storage by Freezing on Dissolved
    Inorganic Phosphate, Nitrate, and Reactive Sili-
    cate for Samples from Coastal and Estuarine Wa-
    ters. Water Research,  16:95-104.

 7. Thayer, G.W. 1979. Comparison of Two Storage
    Methods for the Analysis of Nitrogen  and Phospho-
    rus Fractions in Estuarine Water. Ches.  Sci., 11:3,
    155-158.

 8. Salley, B.A., J.G, Bradshaw, and B.J. Neilson .
    1986.  Results of Comparative Studies of Preser-
    vation Techniques for Nutrient Analysis on Water
    Samples. VIMS, Gloucester Point, VA 23062. 32
    PP-

 9. Froelich, P.N. and M.E.Q. Pilson. 1978. System-
    atic Absorbance Errors with Technicon
    AutoAnalyzer II Colorimeters. Water Research 12:
    599-603.

10. Edgell, K.W., E.J. Erb, and J.E. Longbottom, "De-
    termination of Orthophosphate in Estuarine and
    Coastal Waters by Automated Colorimetric Analy-
    sis: Collaborative Study," submitted in November
    1992 for publication in Marine Chemistry.
                                               365.5 - 7
                                                                           Revision 1.4   November 1992

-------
17.0   Tables, Diagrams, Flowcharts, and Validation Data


Table 1.  Single-Analyst Precision, Overall Precision and Recovery from
          Muftilaboratory Study	_^__

Reagent Water
  (0.0012-O.IOOmg P/L)
  Mean Recovery
  Overall Standard Deviation
  Single-Analyst Standard Deviation
X   =0.9720-0.000018
SR = 0.033X + 0.000505
Sr  =0.002X +0.000448
Sargasso Sea Water
  (0.0012- 0.100 mgP/L)
  Mean Recovery
  Overall Standard Deviation
  Single-Analyst Standard Deviation

Chesapeake Bay Water
  (0.005-0.100 mgP/L)
  Mean Recovery
  Overall Standard Deviation
  Single-Analyst Standard Deviation
X  =0.9710-0.000002
SR = 0.021 X + 0.000550^
Sr  =0.01 OX+ 0.000249
 X  =1.0190-0.000871
 So «= 0.066X + 0.000068
.Sr =0.030X + 0.000165
 C  True value or spike concentration, mg P/L.
 X  Mean concentration found, mg P/L, exclusive of outliers.
 So Overall standard deviation, mg P/L, exclusive of outliers.
 S" Single-analyst standard deviation, mg P/L, exclusive of outliers.
To Sample Wash Re<
37°C S Turns
Heating
Bath

oonm

Debubbler
I
Colorimeter
880 nm Filters

5 Turns
nmnn







	 F/C to Waste
mL/min
2.0
0.32
1.2
0.23
0.10
0.42
Pump
Water (GRN/GRN)
Air,(BIWBIk)
Sample (YEL/YEL)

Sampler
40/hr
9:1
Reagent A (ORN/WHT)
Reagent B (ORN/GRN)
Waste from F/C (ORN/ORN)

                        50x1.5 mm ID F/C
                        199-B021-04 Phototube
  Figure 1. Manifold Configuration for Orthophosphate.
                                                      365.5 - 8
 Revision 1.4  November 1992

-------
                              Method 440.0
Determination of Carbon and Nitrogen in Sediments and Particulates of
          Estuarine/Coastal Waters Using Elemental Analysis
                                Adapted by

                            Carl F. Zimmermann
                             Carolyn W. Keefe
                        University of Maryland System
                   Center for Environmental Estuarine Studies
                       Chesapeake Biological Laboratory
                          Solomns, MD 20688-0038
                                   and
                                Jerry Bashe
                        Technology Applications, Inc.
                       26 W. Martin Luther King Drive
                            Cincinnati, OH 45219
                               Revision 1.4
                              November 1992
                         Work Assignment Manager
                              Elizabeth J. Arar
                         Inorganic Chemistry Branch
                         Chemistry Research Division

                 Environmental Monitoring Systems Laboratory
                      Office of Research and Devlopment
                    U.S. Environmental Protection Agency
                           Cincinnati, OH 45268
                                  440.0 -1
                                                          Revision 1.4 November 1992

-------
                                         Method 440.0

         Determination of Carbon and Nitrogen in Sediments and Participates
                  of Estuarine/Coastal Waters Using Elemental Analysis
1.0  Scope and Application
1.1  Elemental analysis is used to determine particu-
late carbon (PC) and paniculate nitrogen (PN) inrestua-
rine and coastal waters and sediment. The method
measures the total carbon and nitrogen irrespective of
source (inorganic or organic).
   Analylo
Chemical Abstracts Service
Registry Numbers (CASRN)
   Carbon
   Nitrogen
      7440-44-0
      1333-74-0
1.2  The need to qualitatively or quantitatively deter-
mine the paniculate organic fraction from the total par-
ticulate carbon and nitrogen depends on the data-quality
objectives of the study. Section 11.4 outlines procedures
to ascertain the organic/inorganic paniculate ratio. The
method performance presented  in the method was ob-
tained on paniculate  samples with greater than 80%
organic content. Performance on samples with a greater
proportion of paniculate inorganic versus organic carbon
and nitrogen has not been investigated.

1.3  Method detection limits (MDLs)1 of 10.5 ng/L and
62.3 ng/Lfor PN and PC, respectively, were obtained for
a 200-mL sample volume. Sediment MDLs of PN and PC
are 84 mg/kg and 1300 mg/kg, respectively, for a sedi-
ment sample weight of 10.00 mg. The method has been
determined to be linear to 4800 jig of C and 700 ng of N
in a sample.

1.4  This method should be used by analysts experi-
encedinthetheoryandapplication of elemental analysis.
A minimum of 6 months experience  with an elemental
analyzer is recommended.

1.5   Users of the method data should set the data-
quality objectives prior to analysis. Users of the method
must document and  have on file the  required initial
demonstration of performance data described in Section
9.2 prior to using the method for analysis.

2.0  Summary of Method
2.1   An accurately  measured  amount of paniculate
matter from an estuarine water sample or an accurately
weighed dried sediment sample is combusted at 975°C
using an elemental analyzer. The  combustion products
are passed over a copper reduction tube to convert the
oxides  of N  into molecular N.  Carbon dioxide, water
vapor and N are homogeneously mixed at a known
volume, temperature and pressure. The mixture is re-
leased to a series of thermal conductivity detectors/traps,
measuring in turn by difference, hydrogen (as water
vapor), C (as carbon dioxide) and N (as N2). Inorganic
and organic C may be determined by two methods which
are also presented.

3.0   Definitions
3.1   Sediment Sample — A fluvial,, sand, or humic
sample matrix exposed to a marine, brackish or fresh
water environment. It is limited to that portion which may
be passed through a number 10 sieve or a 2-mm mesh
sieve.

3.2   Material Safety Data Sheet (MSDS)  — Written
information provided by vendors concerning a chemical's
toxicity, health hazards,  physical properties,  fire,  and
reactivity data including storage, spill, and handling pre-
cautions.

3.3   Instrument Detection Limit (IDl) — The mini-
mum quantity of analyte or the concentration equivalent
which gives an analyte signal equal to three times the
standard deviation of the background signal at the se-
lected wavelength,  mass, retention time, absorbance
line, etc.

3.4   Method Detection Limit (MDL) — The minimum,
concentration of an analyte that can be identified, mea-
sured, and reported with 99% confidence that the analyte
concentration is greater than zero.

3.5   Linear Dynamic Range (LDP) — The absolute
quantity overwhichthe instrument response to an analyte
is linear.

3.6   Calibration Standard (CAL) — An accurately
weighed amount of a certified chemical used to calibrate
the instrument response with respect to analyte mass.

3.7   Conditioner — A standard chemical which is not
necessarily accurately weighed that is used to coat the
surfaces of the  instrument with  the analytes (water
vapor, carbon dioxide, and nitrogen).

3.8   External Standards (ES) — A pure analyte(s)
that is measured in an experiment separate from the
experiment used to measure the analyte(s) in the sample.
The signal observed for a known quantity of the pure
external standard(s) is used to calibrate the instrument
response for the corresponding analyte(s). The instru-
 Revlslon 1.4  November 1992
                                               440.0 - 2

-------
 ment response is used to calculate the concentrations of
 the analyte(s) in the sample.

 3.9  Response Factor (RF) — The ratio of the re-
 sponse of the instrument to a known amount of analyte.

 3.10 Laboratory Reagent Blank (LRB) — A  blank
 matrix (i.e., a precombusted filter or sediment capsule)
 that is treated exactly as a sample including exposure to
 all glassware, equipment, solvents, and reagents that
 are used with other samples. The LRB is used to deter-
 mine if method analytes or other interferences are present
 in the laboratory environment, the reagents, or the appa-
 ratus.

 3.11 Field Reagent Blank  (FRB) — An  aliquot  of
 reagent water or other blank matrix that is placed in a
 sample container  in the  laboratory and treated as a
 sample in all respects, including shipment to the sam-
 pling site, exposure to sampling site conditions, storage,
 preservation, and all analytical procedures. The purpose
 of the FRB is to determine if method analytes or other
 interferences are present in the field environment.

 3.12 Laboratory Duplicates (LD1 and LD2) — Two
 aliquots of the same sample taken in the laboratory and
 analyzed separately with identical procedures. Analyses
 of LD1 and LD2 indicate precision associated with labo-
 ratory procedures, but not with sample collection, preser-
 vation, or storage procedures.

 3.13 Field Duplicates (FD1 andFD2) —Two separate
 samples cojlected at the same time and place under
 identical circumstances and treated exactly the same
 throughout field and laboratory procedures. Analyses of
 FD1 and FD2 give a measure of the precision associated
 with sample collection, preservation and storage, as well
 as with laboratory procedures.

 3.14  Laboratory Fortified Blank (LFB) — An aliquot
 of reagent water or other blank matrices to which known
 quantities of the method analytes  are added in the
 laboratory. The LFB is analyzed exactly like a sample,
 and its purpose is to determine whether the method is in
 control, and whether the laboratory is capable of making
 accurate and precise measurements.

 3.15 Laboratory Fortified Sample Matrix (LFM) —
 An aliquot of an environmental sample to which known
 quantities of  the  method analytes are added in the
 laboratory. The LFM is analyzed exactly like a sample,
 and  its purpose is to determine  whether the sample
 matrix contributes  bias to the  analytical results. The
 background concentrations of the analytes in the sample
 matrix must be determined in a separate aliquot and the
 measured values in the LFM corrected for background
concentrations.

 3.16 Standard Reference Material (SRM) — Material
which has been certified for specific analytes by a variety
of analytical techniques and/or by numerous laboratories
using similar analytical techniques. These may consist of
 pure chemicals, buffers or compositional standards. These
 materials are used as an indication of the accuracy of a
 specific analytical technique.

 3.17 Quality Control Sample (QCS) — A solution of
 method analytes of known concentrations which is used
 to fortify an aliquot of LRB or sample matrix. The QCS is
 obtained  from a source external to the laboratory and
 different from the source of calibration standards. It is
 used to check laboratory performance with externally
 prepared test materials.

 4.0  Interferences

 4.1  There  are no known  interferences for estuarine/
 coastal water or sediment samples. The presence of C
 and N compounds on laboratory surfaces, on fingers, in
 detergents and  in dust necessitates the'utilization of
 careful techniques (i.e., the use of forceps and gloves) to
 avoid contamination in every portion of this procedure.

 5.0  Safety

 5.1  The toxicity or  carcinogenicity of each  reagent
 used in this method has not been fully established. Each
 chemical should be regarded as a potential health hazard
 and exposure to these compounds should be as low as
 reasonably achievable. Each laboratory is responsible
 for maintaining a current awareness file of OSHA regula-
 tions regarding the safe handling of the chemicals speci-
 fied in this method.2-5  A reference file of material safety
 data sheets (MSDS) should also be made available to all
 personnel involved in the chemical analysis.

 5.2  The acidification of samples containing reactive
 materials may result in the release of toxic gases, such as
 cyanides or sulfides. Acidification of samples should be
 done in a  fume hood.

 5.3  All  personnel handling environmental samples
 known to contain or to have been in contact with human
 waste should be immunized against known disease
 causative agents.

 5.4  Although  most instruments  are adequately
 shielded, it should be remembered that the oven tem-
 peratures  are extremely high and  that care should be
 taken when  working  near the instrument  to prevent
 possible burns.

 5.5  It  is the responsibility of the user of this method to
 comply with relevant disposal and waste regulations. For
 guidance see Sections 14.0  and 15.0.

 6.0 Apparatus and Equipment
 6.1  Elemental Analyzer

 6.1.1 An elemental analyzer capable of maintaining a
combustion temperature of 975°C and analyzing particu-
late samples and sediment samples for elemental C and
N. The Leeman Labs Model 240 XA Elemental Analyzer
was used to produce the data presented in this method.
                                               440.0 - 3
                                                                           Revision 1.4  November 1992

-------
6.2  A gravity convection drying oven. Capable of main-
taining 103-105°C for extended periods of time.

6.3  Muffle furnace. Capable of maintaining 875°C +
15°C.

6.4  Ultra-micro balance. Capable of accurately weigh-
ing to 0.1 ng. Desiccant should be kept in the weighing
chamber to prevent hygroscopic effects.

6.5  Vacuum pump orsource capable of maintaining up
to 10 in. Hg of vacuum.

6.6   Mortar and pestle.

6.7   Desiccator, glass.

6.8   Freezer, capable of maintaining -20°C + 5°C.

6.9   47-mmor25-mmvacuumfilterapparatusmadeup
of a glass filter tower, fritted glass  disk base and 2-L
vacuum flask.

6.10 13-mmSwinlok filter holder.

6.11 Teflon-tipped, flat blade forceps.

 6.12 Labware— All reusable labware (glass, quartz,
polyethylene, PTFE, FEP, etc.) should be sufficiently
clean for the task objectives. Several procedures found
to provide clean labware include washing with a deter-
 gent solution, rinsing with tap water, soaking for 4 h or
 more in 20% (v/v) HCI, rinsing with reagent water and
 storing clean. All traces of  organic material must be
 removed to prevent C-N contamination.

 6.12.1 Glassware  — Volumetric flasks, graduated cyl-
 inders, vials and beakers.

 6.12.2 Vacuum filter flasks — 250 mL and 2 L, glass.

 6.12.3 Funnel, 6.4 mm i.d., polyethylene.

 6.12.4 Syringes, 60-mL, glass.

 7.0  Reagents and Standards
 7.1   Reagents may contain elemental impurities which
 affect analytical data. High-purity reagents that conform
 to the American Chemical Society specifications6 should
 be used whenever possible. If the purity of a reagent is in
 question, analyze for contamination. The acid used for
 this method must be of reagent grade purity or equiva-
 lent. A suitable acid is available from a number of manu-
 facturers.

  7.2  Hydrochloric acid, concentrated (sp. gr. 1.19)-HCI.

  7.3  Acetanilide, 99.9% +  purity, C8H19NO (CASRN
  103-84-4).

  7.4  Blanks — Three blanks are used for the analysis.
  Two blanks are instrument related. The instrument zero
  response (ZN) is the background response of the instru-
  ment without sample holding devices such as capsules
  and sleeves. The instrument blank response (BN) is the
  response of the instrument when  the sample capsule,
sleeve and ladle are inserted for analysis without stan-
dard or sample. The BN is also the laboratory reagent
blank (LRB) for sediment samples. The LRB for water
samples  includes the capsule,  sleeve, ladle and a
precombusted filter without standard or sample. These
blanks are subtracted from the uncorrected instrument
response  used to calculate concentration in Sections
12.3 and 12.4.

7.4.1 Laboratory fortified blank (LFB) — The third blank
is the laboratory fortified blank. For sediment analysis,
add a weighed amount of acetanilide in an aluminum
capsule and analyze for PC and PN (Section 9.3.2). For
aqueous samples, place a weighed amount of acetanil-
ide on a glass fiber filter the same size as used for the
sample filtration. Analyze the fortified filter for PC and PN
(Section 9.3.2)

7.5  Quality Control Sample (QCS)—Forthis method,
the QCS can be, any assayed and certified sediment or
particulate sample which is obtained from an external
source. The Canadian Reference Material, BCSS-1, is
just such a material and was used in this capacity for the
data presented in this method. The percent PC has been
certified in this material but percent PN has not.

8.0  Sample Collection, Preservation and
      Storage
 8.1  Water Sample Collection — Samples collected
for PC and PN analyses from estuarine/coastal waters
 are normally collected from  a ship using one of two
 methods; hydrocast or submersible pump systems. Fol-
 low the  recommended sampling protocols associated
 with the method  used. Whenever possible, immediately
 filter the samples as described in Section 11.1.1. Store
 the filtered sample pads by freezing at -20°C or storing in
 a desiccator after drying at 103-105° C for 24 hr. No
 significant difference has been noted in comparing the
 two storage  procedures for a time  period of up to 100
 days. If storage of the water sample is necessary, place
 the sample into a clean amber bottle and store at 4°C until
 filtration is done.

 8.1.1 The volume of water sample collected will vary with
 the type  of sample being analyzed. Table 1 provides a
 guide for a number of matrices of interest. If the matrix
 cannot be classified by this guide, collect 2 x 1L of water
 from each site. A minimum filtration volume of 200 mL is
  recommended.

  8.2  SedimentSample Collection — Estuarine/coastal
  sediment samples are collected with benthic samplers.
  The type of sampler used will depend on the type of
  sample needed by the data-quality objectives.7 Store the
  wet sediment in a clean jar and freeze at -20°C until ready
  for analysis.

  8.2.1 The amount of sediment collected will depend on
  the sample  matrix and the elemental analyzer used. A
  minimum of 10 g is recommended.
                                                 440.0 - 4
  Revision 1.4  November 1992

-------
9.0  Quality Control
9.1   Each laboratory using this method is required to
operate a formal quality control (QC) program.  The
minimum requirements of this program consist of an
initial demonstration of  laboratory capability and the
continued analysis of laboratory reagent blanks, labora-
tory duplicates, field duplicates and calibration standards
analyzed as samples as a continuing check on perfor-
mance. The laboratory is required to maintain perfor-
mance records that define the quality of data thus gener-
ated.

9.2   Initial Demonstration  of Performance
      (Mandatory)
9.2.1 The initial demonstration of performance is used to
characterize instrument performance (MDLs, linear dy-
namic range) and laboratory  performance (analysis of
QC samples) prior to the analyses conducted by this
method.

9.2.2 Linear dynamic range (LDP) — The upper limit of
the LDR must be established  by determining the signal
responses from a minimum of three different concentra-
tion standards across the range, one of which is close to
the upper limit of the LDR. Determined LDRs must be
documented and kept on file. The LDR which may be
used for the analysis of samples should be judged by the
analyst from the resulting data. The upper LDR  limit
should be an observed signal no more than 10% below
the level extrapolated from the lower standards. Deter-
mined sample analyte concentrations that are 90% and
above the upper LDR must  be reduced  in mass  and
reanalyzed. New LDRs should be determined whenever
there is a significant change in instrument response and
for those analytes that periodically approach the upper
LDR limit, every 6 months or whenever there is a change
in instrument analytical hardware or operating condi-
tions.

9.2.3 Quality control sample (QCS) (Section 7.5) —
When beginning the use of this method, on a quarterly
basis or as required to meet data quality needs, verify the
calibration standards and acceptable instrument perfor-
mance with the analyses of a QCS. If the determined
concentrations are not within ± 5% of the stated values,
performance of the determinative step of the method is
unacceptable. The source of the problem must be iden-
tified and corrected  before either proceeding  with the
initial determination of MDLs or continuing with analyses.

9.2.4 Method detection limits (MDLs) — MDLs should
be established for PC and PN using a low level estuarine
water sample, typically three to five times higher than the
estimated MDL. The same procedure should be followed
for sediments. To determine MDL values, analyze seven
replicate aliquots of water or sediment and  process
through the  entire analytical  procedure  (Section  11).
These replicates should be randomly distributed through-
out a group of typical analyses. Perform all calculations
defined in the method (Section 12) and report the con-
centration values in the appropriate units. Calculate the
 MDL as follows:1

               MDL = (t) X (S)

 where,    S   =    Standard deviation of the repli-
                   cate analyses.

          t    =    Student's t value for n-1 degrees of
                   freedom at the 99% confidence
                   limit; t = 3.143 for six degrees of
                   freedom.

 MDLs  should be determined whenever a significant
 change in instrumental response, change of operator, or
 a new matrix is encountered.

 9.3  Assessing Laboratory Performance
      (Mandatory)
 9.3.1 Laboratory reagent blank (LRB) —The laboratory
 must analyze at least one LRB (Section 3.10) with each
 batch of 20 or fewer samples of the same matrix. LRB
 data are used to assess contamination from the labora-
 tory  environment. LRB values that  exceed the MDL
 indicate laboratory or reagent contamination. When LRB
 values constitute 10% or more of the analyte level deter-
 mined for a sample, fresh samples or field duplicates of
 the samples must be prepared and analyzed again after
 the source of contamination has been corrected and
 acceptable LRB values have been obtained. For aque-
 ous samples the LRB is a precombusted filter of the same
 type and size used for samples.-

 9.3.2 Laboratory fortified blank (LFB) — The laboratory
 must analyze at least one LFB (Section 7.4.1) with each
 batch of samples. Calculate accuracy as percent recov-
 ery.  If  the recovery of any analyte falls  outside the
 required control limits of 85-115%, that analyte is judged
 put of control, and the source of the problem should be
 identified and resolved before continuing analyses.

 9.3.3 The laboratory must use LFB  analyses data to
 assess laboratory performance against the required con-
 trol limits of 85-115% (Section 9.3.2). When sufficient
 internal performance data become available (usually a
 minimum of 20-30 analyses), optional control limits can
 be developed from the percent mean recovery (x) and the
 standard deviation (S) of the mean recovery. These data
 can be used to establish the upper and lower control
 limits as follows:

           Upper Control Limit = x + 3S

           Lower Control Limit = x - 3S

The optional control limits must be equal to or better than
the required control limits of 85-115%. After each five to
ten new recovery measurements, new control limits can
be calculated using only the most recent 20-30 data
points. Also the standard deviation (S) data should be
used to establish an ongoing precision statement for the
level of concentrations included in the LFB. These data
must be kept on file and be available for review.
                                               440.0 - 5
                                                                           Revision 1.4   November 1992

-------
9.4  Assessing Analyte Recovery and Data Quality
9.4.1 Percent recoveries cannot be readily obtained
from particulate samples. Consequently, accuracy can
only be assessed  by analyzing check standards as
samples and quality control samples (QCS). The use of
laboratory fortified  matrix samples  has not been as-
sessed.

10.0 Calibration and Standardization
10.1 Calibration—After following manufacturer's instal-
lation and temperature stabilization procedures,  daily
calibration procedures must be performed and evaluated
before sample analysis may begin. Single point or stan-
dard curve calibrations are possible, depending on in-
strumentation.

10.1.1  Establish single response factors (RF) for each
element (C,H, and  N) by analyzing three weighed por-
tions of calibration standard (acetanilide). The mass of
calibration standard should provide a response within
20% of the response expected for the samples being
analyzed. Calculate the (RF) for each element using the
following formula:
 Response factor (nv/jig) =
           RN - ZN - BN
               WTN
Average instrument response to
standard
where,    RN  =


          ZN  »   Instrument zero response (M.V)

          BN  -   Instrument blank response (pv)

and,          WTN - (M)(Na)(AW/MW)

where,    M   -   The mass of standard material in
                   PO
          Na  «   Number of atoms of C, N or H, in a
                   molecule of standard material

          AW =   AtomicweightofC(12.01),N(14.01)
                   or H (1.01)

          MW =   Molecular weight of standard mate-
                   rial (135.2 for acetanilide)

 If instrument response is in units other than jiv, then
 change the formula accordingly. '

 10.1.2  For standard curve preparation, the  range of
 calibration standard masses used should be such that
 the low concentration approaches but is above the MDL
 and the high concentration is above the level of  the
 highest sample, but no more than 90% of the  linear
 dynamic range. A minimum of three concentrations should
 be used in constructing the curve.  Measure response
 versus mass of element in the standard and perform a
 regression on the data to obtain the calibration curve.
11.0 Procedure

11.1 Aqueous Sample Preparation

11.1.1  Water Sample Filtration —  Precombust GF/F
glass fiber filters at 500°C for 1.5 h. The diameter of filter
used will depend on the sample composition and instru-
ment capabilities  (Section 8.1.1). Store filters covered if
not immediately used. Place a  precombusted filter on
fritted filter base of the filtration apparatus and attach the
filtration tower. Thoroughly shake the sample container
to suspend the particulate matter. Measure and record
the required sample volume using a graduated cylinder.
Pour the  measured sample into the  filtration tower, no
more than 50  mL at a time. Filter the sample using  a
vacuum no greater than 10 in. of Hg.  Vacuum levels
greater than 10 in. of Hg can cause filter rupture. If less
than the measured volume of sample can be practically
filtered due to clogging, measure and record the actual
volume filtered. Do not rinse the filter following filtration.
It has been  demonstrated that sample loss occurs when
the filter is rinsed with an isotonic solution or the filtrate.8
Air dry the filter after the sample has  passed through by
continuing the vacuum for 30 sec. Using Teflon-coated
flat-tipped forceps, fold the filters in half while still on the
fritted glass base of the filter apparatus. Store filters as
described in Section 8.

11.1.2 If the sample has been stored frozen, place the
sample in a drying oven at 103-105° C  for 24  h  before
analysis and dry to a constant weight. Precombust one
nickel sleeve at 875° C for 1 h for each sample.

11.1.3 Remove the filter pads containing the particulate
material from the drying  oven and insert  into  a
precombusted nickel sleeve using  Teflon-coated flat-
tipped forceps. Tap the filter pad using a stainless steel
rod. The  sample is ready for analysis,.

11.2 Sediment Samples Preparation

11.2.1 Thaw  the frozen  sediment  sample in a 102-
105°C drying oven for at least 24 h before analysis and
dry to  a constant weight. After drying, homogenize the
dry sediment with a mortar and  pestle. Store in a desic-
cator until analysis. Precombust aluminum capsules  at
550°C in a muffle furnace for 1.5 h  for each sediment
sample being analyzed. Precombust  one nickel sleeve at
875°C for 1 h for each sediment sample.

 11.2.2 Weigh 10 mg of the homogenized sediment  to
the nearest 0.001 mg with an ultra-micro balance into a
precombusted aluminum capsule. Crimp the top of the
aluminum capsule with the Teflon-coated flat-tipped for-
ceps and place into a precombusted nickel sleeve. The
sample is ready for analysis.

 11.3 Sample Analysis

 11.3.1  Measure instrument zero response (Section 7.4)
and instrument blank response (Section 7.4) and record
 Revision 1.4  November 1992
                                                440.0 - 6

-------
 values. Condition the instrument by analyzing a condi-
 tioner. Calibrate the instrument according to Section 10
 and analyze all preliminary QC samples as required by
 Section 9. When satisfactory  control has been estab-
 lished, analyze samples  according to the instrument
 manufacturer's recommendations. Record all response
 data.

 11.3.2  Report data as directed in Section 12.

 11.4 Determination of Paniculate Organic and
      Inorganic Carbon
 11.4.1  Method 1: Thermal Partitioning — The differ-
 ence found between replicate samples, one of which has
 been analyzed for total PC and PN and the other which
 was muffled at 550°C and analyzed is the particulate
 organic component of that sample. This method of ther-
 mally partitioning organic and inorganic PC may under-
 estimate slightly the carbonate minerals' contribution in
 the inorganic fraction  since some carbonate minerals
 decompose below 500°C, although CaCO3 does not.9

 11.4.2  Method2: Fuming HCI — Allow samples to dry
 overnight at 103-105°C and then place in a desiccator
 containing concentrated HCI, cover and fume for 24 h in
 a hood. The fuming HCI converts inorganic carbonate in
 the samples to water vapor, CO2 and calcium chloride.
 Analyze the samples for particulate C. The resultant data
 are particulate organic carbon.10

 12.0 Data Analysis and Calculations
 12.1 Sample data should be reported in units of jig/L for
 aqueous samples and mg/kg  dry weight for  sediment
 samples.

 12.2 Report analyte concentrations up to three signifi-
 cant figures for both aqueous and sediment samples.

 12.3 For aqueous samples, calculate the sample  con-
 centration using the following formula:
          Corrected
     sample response (|iv)
Sample volume (L) x RF
Concentration (ng/L) =
where, RF = Response Factor (Section 10.1.1)
            Corrected Sample Response (Section 7.4)


12.4 For sediment samples, calculate the sample con-
centration using the following formula:
Concentration (mg/kg) =
          Corrected
     sample response (jxv)
  Sample weight (g) x RF (p.v/|ig)
where,   RF = Response Factor (Section 10.1.1)
         Corrected Sample Response (Section 7.4)

Note:    Units of ng/g = mg/kg
 12.5 The QC data obtained during the analyses provide
 an indication of the quality of the sample data and should
 be provided with the sample results..

 13.0 Method Performance
 13.1 Single-laboratory performance data for aqueous
 samples from the Chesapeake Bay are provided in Table
 2.

 13.2 Single-laboratory precision and accuracy data for
 the marine sediment reference material, BCSS-1, are
 listed in Table 3.

 14.0 Pollution Prevention
 14.1 Pollution prevention encompasses any technique
 that reduces or eliminates the quantity or toxicity of waste
 at the point of generation. Numerous opportunities for
 pollution prevention exist in laboratory operation. The
 EPA has established a preferred hierarchy of environ-
 mental management techniques  that places pollution
 prevention as the management  option of first choice.
 Whenever  feasible, laboratory personnel should use
 pollution prevention techniques to address their waste
 generation. When wastes cannot be feasibly reduced at
 the source, the Agency recommends recycling as the
•next best option.

 14.2 For information about  pollution prevention  that
 may be applicable to laboratories and research institu-
 tions, consult Less is Better: Laboratory Chemical Man-
 agement for Waste Reduction, available from the Ameri-
 can Chemical Society's Department of Government Re-
 lations and Science Policy, 115516th Street N.W., Wash-
 ington D.C. 20036, (202) 872-4477.

 15.0 Waste Management
 15.1  The Environmental  Protection Agency requires
that  laboratory waste management practices be  con-
ducted consistent with all  applicable rules and regula-
tions. The Agency urges laboratories to protect the air,
water and land by minimizing and controlling all releases
from hoods and bench operations, complying with the
letter and spirit of  any sewer discharge permits and
regulations, and by complying with all solid and hazard-
ous waste regulations, particularly the hazardous waste
identification rules and land disposal restrictions. For
further information on waste management consult  The
 Waste Management Manual for Laboratory Personnel,
available from the American  Chemical Society at the
address listed in Section 14.2.

16.0 References
1.  40 CFR, Part 136, Appendix B. Definition and
    Procedure for the Determination of the Method
    Detection Limit. Revision 1.11.

2.  Carcinogens - Working With Carcinogens,
   Department of Health,  Education, and Welfare,
   Public Health Service, Center for Disease Control,
                                               440.0 - 7
                                                                          Revision 1.4  November 1992

-------
    National Institute for Occupational Safety and
    Health, Publication No. 77-206, Aug. 1977.

3.  OSHA Safety and Health Standards, General
    Industry, (29 CFR 1910), Occupational Safety and
    Health Administration, OSHA 2206, (Revised,
    January 1976).

4.  Safely in Academic Chemistry Laboratories,
    American Chemical Society Publication,
    Committee on Chemical Safety, 3rd Edition, 1979.

5.  Proposed OSHA Safety and Health Standards,
    Laboratories, Occupational Safety and Health
    Administration, Federal Register, July 24,1986.

6.  Rohrdough, W.G. et al. Reagent Chemicals,
    American Chemical Society Specifications, 7th
    Edition. American Chemical Society,
    Washington, DC, 1986.

7.  Holme, N.A. and A.D. Mclntyre (eds). 1971.
    Methods for the Study of Marine Benthos.
    International Biome Program. IBP Handbook #16.
    F.A. Davis Co., Philadelphia, PA.

8.  Hurd, D.C. and D.W. Spencer (eds).  1991. Marine
    Particles: Analysis and Characterization.
    Geophysical Monograph: 63, American
    Geophysical Union, Washington,  DC 472p.

9.  Hirota, J. and J.P. Szyper.  1975. Separation of
    total particulate carbon into inorganic and organic
    components. Limnol. and Oceanogr. 20: 896-900.

 10. Grasshoff, K.,  M. Ehrhardt and K. Kremling (eds).
    1983. Methods of Seawater Analysis. Verlag
    Chemie.
17.0 Tables, Diagrams, Flowcharts, and
      Validation Data

Table 1.  Filter Diameter Selection Guide

                            Filter diameter
Sample matrix        47mm        25mrn	13mm
                         Sample matrix volume
Open ocean
Coastal
Estuarine
  (low particulate)
Estuarine
  (high particulate)
 2000 ml
 1000ml
500-700 ml

100-400 ml
  500mL     100ml
400-600 ml    100ml
250-400 ml     50 ml
 75-200 ml
25ml
Table 2.  Performance Data—Chesapeake Bay
          Aqueous Samples
Sample
1
2
3
4
Measured
nitrogen
concentration
(W3/L)
147
148
379
122
S.D.A
(M9/L)
±4
+ 11
±51
±9
Measured
carbon
concentration
(ug/D
1210
1240
3950
1010
S.D.A
(H9/L)
± 49
±179
±269
± 63
 * Standard deviation based on 7 replicates.
 Table 3.  Precision and Accuracy Data - Canadian
          Sediment Reference Material BCSS-1
Element
Carbon
Nitrogen
T.V.A
2.19%
0.195%
Mean
measured
value (%)
2.18
0.194
%RSDB
±3.3
±3.9
%Recoveryc
99:5
99.5
                                                     A True value. Carbon value is certified; nitrogen valus is listed but not
                                                       certified.
                                                     " Percent relative standard deviation based on 10 replicates.
                                                     c As calculated from T.V.
 Revision 1.4  November 1992
                                                 440.0 - 8

-------
                       Method 445.0

In Vitro Determination of Chlorophyll a and Pheophytin a in
  Marine and Freshwater Phytoplankton by Fluorescence
                         Adapted by

                       Elizabeth J. Arar
                             and
                        Gary B. Collins
                         Revision 1.1
                       November 1992
           Environmental Monitoring Systems Laboratory
               Office of Research and Devlopment
              U.S. Environmental Protection Agency
                     Cincinnati, OH 45268
                           445.0 -1
                                                  Revision 1.1  November 1992

-------
                                          Method 445.0

              In Vitro Determination of Chlorophyll a and Pheophytiia a im
                 Marine and Freshwater Phytoplankton by Fluorescence
1.0  Scope and Application
1.1  This method provides a procedure for the low level
determination of chlorophyll a (chl a) and its magnesium-
free derivative, pheophytin a,  (pheo a) in marine and
freshwater phytoplankton using fluorescence detection.1'2
Phaeophorbides present in the sample are determined
collectively as pheo a.
   Analyte
Chemical Abstracts Service
Registry Numbers (CASRN)
    Chl a
                               479-61-8
 1.2   Instrumental detection limits of 0.05 ng chl a/L and
 0.06 jig pheo a/L in a solution of 90% acetone were
 determined by this laboratory. Method detection limits
 using mixed assemblages of algae provide little informa-
 tion because of interferences from other pigments in the
 fluorescence of chl a and pheo a.3 An estimated detec-
 tion limit for chl a was determined to be 0.11 ng/L in 10
 mL of final extraction solution. The upper limit of the linear
 dynamic range forthe instrumentation used in this method
 evaluation was 250 ng chl a/L.

 1.3   This method uses 90% acetone as the extraction
 solvent because of its efficiency for most types of algae.
 There is evidence that  certain chlorophylls and caro-
 tenoids are more thoroughly extracted with methanol ^
 or dimethyl sulfoxide.7 Bowles, et al.6 found that for chl
 a, however, 90% acetone was an effective extractant
 when the extraction period was optimized for the domi-
 nant species present in the sample.

 1.4   Depending on the type of algae under investiga-
 tion, this method can have uncorrectable interferences
 (Section 4.0). In cases where taxpmonic classification is
 unavailable, a spectrophotometric or high performance
 liquid chromatographic (HPLC)  method may provide
 more accurate data for chl a and pheo a.

 1.5  This method is for use by analysts experienced in
 the  handling of photosynthetic pigments and in the op-
 eration of fluorescence detectors or by analysts under
 the  close supervision of such qualified persons.

 2.0 Summary of Method
 2,1  Chlorophyll-containing phytoplankton in a mea-
 sured volume of sample water are concentrated by
 filtering at low vacuum through a glass fiber filter. The
 pigments are extracted from the  phytoplankton in 90%
acetone with the aid of a mechanical tissue grinder and
allowed to steep for a minimum of 2 h, lout not to exceed
24 h, to ensure thorough extraction of the chl a. The filter
slurry is centrifuged at 675 g for 15 miri (or at 1000 g for
5 min) to clarify the solution. An aliquot of the supernatant
is transferred to  a glass cuvette and fluorescence is
measured before and after acidification to 0.003 N HCI
with 0.1 N HCI. Sensitivity calibration factors, which have
been previously determined on solutions of pure chl a of
known concentration, are used to calculate the concen-
tration of chl a and pheo a in the sample extract. The
concentration in the natural water sample is reported in
ng/L.

3.0  Definitions
3.1   Estimated Detection Limit (EDL) — The mini-
mum concentration of an analyte that yields a fluores-
cence 3X the fluorescence of blank filters which have
been extracted according to this method.

3.2  Linear Dynamic Range (LDR) — The absolute
quantity or concentration range over which the  instru-
ment response to an analyte is linear.

3.3  Instrument Detection Limit (IDL)  — The mini-
mum quantity of analyte or the concentration equivalent
that is detectable by the f luorometer. For this method the
background is a solution of 90% acetone.

3.4  Stock Standard Solution (SSS) — A concen-
trated solution containing one or more method analytes
prepared in the laboratory using assayed reference ma-
terials or purchased from a reputable commercial source.

3.5  Primary Dilution Standard Solution (PDS) — A
solution of the analytes prepared in the laboratory from
stock standard solutions and diluted as needed to pre-
pare calibration solutions and other needed analyte
solutions.

 3.6  Calibration Standard (CAL) — A solution  pre-
 pared from the primary dilution standard solution or stock
 standard solutions containing the internal standards and
 surrogate analytes. The CAL solutions are used to cali-
 brate the instrument response with respect to analyte
 concentration.

 3.7  Response Factor (RF) — The ratio of the re-
 sponse of the instrument to a known amount of analyte.

 3.8   Laboratory Reagent Blank (LRB) — An aliquot
 of reagent  water or other blank matrix that is treated
 exactly as a sample including exposure to all glassware,
                                                445.0 - 2
 Revision 1.1   November 1992

-------
equipment, solvents, reagents, internal standards, and
surrogates that are used with other samples. The LRB is
used to determine if method analytes or other interfer-
ences  are present in the laboratory environment, re-
agents, or apparatus.

3.9  Field Duplicates (FD1 andFD2)—Two separate
samples collected at the same time and place under
identical circumstances and treated exactly  the same
throughout field and laboratory procedures. Analyses of
FD1 and FD2 give a measure of the precision associated
with sample collection, preservation and storage, as well
as with laboratory procedures.

3.10 Quality Control Sample (QCS) — A solution of
method analytes of known concentrations which is used
to fortify an aliquot of LRB or sample matrix. The QCS is
obtained from a source external to the laboratory and
different from the source of calibration standards. It is
used to check laboratory performance with  externally
prepared test materials.

3.11 Material Safety Data Sheet (MSDS) — Written
information provided by vendors concerning a chemical's
toxicity, health hazards, physical properties, fire, and
reactivity data including storage, spill, and handling pre-
cautions.

4.0 Interferences
4.1  Any substance extracted from the filter or acquired
from laboratory contamination that fluoresces in the red
region  of the spectrum may interfere in the accurate
measurement of both chl a and pheo a.

4.2  The relative amounts of chl a, b, and c vary with
the taxonomic composition of the phytoplankton. Chl b
and cmay significantly interfere with chl a measurements
depending on the amount present. Due to the spectral
overlap of chl & with phep a and chl a, underestimation of
chl a occurs accompanied by overestimation  of pheo a
when chl b  is present  in the  sample. The degree of
interference depends upon the ratio of a:b. This labora-
tory found that at a ratio of 5:1, using the acidification
procedure to correct for pheo a, chl a was underesti-
mated  by approximately 5%. Loftis and Carpenter8 re-
ported an underestimation of 16% when the a:b ratio was
2.5:1. A ratio of 2:1 is the highest ratio likely to occur in
nature. They also reported overestimation of chl a in the
presence of chl c of as much as 10% when the a: c ratio
was 1:1  (the theoretical maximum likely to occur in
nature). The presence of chl c also causes the under-
estimation of pheo a. The effect of chl cis not  as severe
as the effect of chl b on the measurement of chl a and
pheo a. Knowledge of the taxonomy of the algae under
consideration will aid in determining if the spectrophoto-
metric method using trichromatic equations to determine
chl  a, b, and c or an HPLC method would  be more
appropriate. <"*

4.3  Quenching effects are observed in highly concen-
trated solutions or in the presence of high concentrations
of other chlorophylls or carotenoids. Minimum sensitivity
settings on the fluorometer should be avoided; samples
should be diluted instead.

4.4   Fluorescenceistemperaturedependentwithhigher
sensitivity occurring at lower temperatures. Samples,
standards, LRBs and QCSs must be at the same tem-
perature to prevent errors and/or poor precision. Analy-
ses of samples at ambient temperature is recommended
in this method. Ambient temperature should not fluctuate
more than ± 3°C between calibrations or recalibration of
the fluorometer will be necessary.

4.5   Samples must be clarified by centrifugation prior to
analysis.

4.6   All photosynthetic pigments are light and tempera-
ture sensitive. Work must be performed in subdued light
and all standards, QC materials and filter samples must
be stored in the dark at -20°C to prevent degradation.

5.0  Safety

5.1   The toxicity or carcinogenicity of the chemicals
used in this method has not been fully established. Each
chemical should be regarded as a potential health hazard
and handled with caution and respect. Each laboratory is
responsible for  maintaining a current awareness file of
Occupational Safety and Health Administration (OSHA)
regulations regarding the safe handling of the chemicals
specified in this method.1!M8 A file of MSDS should also
be made available to all personnel involved in the chemi-
cal analysis.

5.2   The grinding of filters during the extraction step of
this method should be conducted in a fume hood due to
the volatilization of acetone by the tissue grinder.

6.0  Apparatus and Equipment
6.1   Fluorometer — Equipped with a high intensity
F4T5 blue lamp, red-sensitive photomultiplier, and filters
for excitation  (CS-5-60)  and emission (CS-2-64). (The
F4T5D daylight white lamp is an acceptable substitute for
the F4T5 blue lamp.) A Turner Designs Model 10 Series
fluorometer was used in  the evaluation of this method.

6.2   Centrifuge, capable of 675 g.

6.3   Tissue  grinder, Teflon pestle (50 mm X 20 mm)
with grooves  in the tip with 1/4" stainless steel rod long
enough to chuck onto a suitable drive motor and 30-mL
capacity glass grinding tube.

6.4   Precombusted filters, glass fiber, 47-mm, nominal
pore size of 0.45 or 0.7 nm. Whatman GF/F filters were
used in this work.

6.5   Petri dishes, plastic, 50 X 9-mm, or some other
solid  container  for transporting and storing sampled
filters.

6.6   Aluminum foil.

6.7   Laboratory tissues.
                                               445.0 - 3
                                                                            Revision 1.1  November 1992

-------
6.8  Tweezers or flat-tipped forceps.

6.9  Vacuum pump or source capable of maintaining a
vacuum up to 6 in. Hg.

6.10 Room thermometer.

6.11 Labware— All reusable labware (glass, polyeth-
ylene, Teflon, etc.) that comes in contact with chlorophyll
solutions should be clean and acid free. An acceptable
cleaning procedure is soaking for 4 h in laboratory grade
detergent and water, rinsing with tap water, distilled
deionized water and acetone.

6.11.1   Assorted Class A calibrated pipets.

6. /1.2  Graduated cylinders,  500-mL and 1 -L.

6.11.3  Volumetric flasks, Class A calibrated, 25-mL,
50-mL, 100-mL and 1-L capacity.

6.11.4  Glass rods.

6.11.5  Pasteur Type pipet or medicine dropper.

6.11.6  Disposable glass cuvettes for the fluorometer.

6.11.7  Filtration apparatus consisting of 1 or 2-L filtra-
tion flask, 47-mm fritted glass disk base and a glass filter
tower.

6.11.8  Centrifuge tubes, polypropylene or glass, 15-mL
capacity with nonpigmented screw-caps.

6.11.9  Polyethylene squirt bottles.

7.0  Reagents and Standards
7.1   Acetone, HPLC grade,  (CASRN 67-64-1).

7.2   Hydrochloricacid (HCI), concentrated (sp. gr. 1.19),
(CASRN 7647-01-0).

7.3   Magnesium  carbonate (MgCO3), light powder
(CASRN 39409-82-0).

7.4   Chi a free of chl b. May  be obtained  from a
commercial supplier such as Sigma Chemical (St. Louis,
MO).

7.5   Water— ASTM Type  I water  (ASTM D1193) is
required. Suitable water may be obtained by passing
distilled water through a mixed bed of anion and cation
exchange resins.

7.6   0.1 N HCI Solution—Md 8.5 rhL of concentrated
HCI to approximately 500 ml_ water and dilute to 1 L.

 7.7  Saturated Magnesium Carbonate Solution —
Add 10 g MgCO3 powder to a 1-L flask and dilute to
volume with water (Section 7.5). Cap the flask and invert
it several times. Let the suspended powder settle before
using the solution in subsequent work.

 7.8  Aqueous Acetone Solution  —  90% acetone/
10% saturated magnesium carbonate solution. Carefully
measure 100 mLof the saturated magnesium carbonate
solution into the 1-L graduated cylinder. Transfer to a 1-
L flask or storage bottle. Measure 900 mL of acetone into
the graduated cylinder and transfer to the flask or bottle
containing the saturated magnesium carbonate solution.
Mix, label and store.

7.9   Chl Stock Standard Solution (SSS) — Chl a
from a commercial supplier will be shipped in an amber
glass  ampoule which has been flame sealed. This dry
standard should be stored at -20°C in the dark and the
SSS prepared just prior to use. Tap the ampoule until all
the dried chl is in the bottom of the ampoule. In subdued
light, carefully break the tip off the ampoule. Weigh the
ampoule and its contents to the nearest .1 mg. Transfer
the entire contents of the ampoule into a 50-mL volumet-
ric flask and reweigh the empty ampoule. Determine by
difference the mass of chl a added to the flask. Dilute to
volume with 90% acetone, determine the concentration
in mg/L (1 mg in 50 mL = 20 mg/L), label the flask and
wrap with aluminum foil to protect from light. The concen-
tration of the solution must be confirmed spectrophoto-
metrically using a multiwavelength spectrophotometer.9
When stored at -20°C, the SSS is  stable for months.
However, confirmation of the chl a concentration spec-
trophotometrically is  required  each time dilutions are
made from the SSS.

7.10  Laboratory Reagent Blank (LRB)—A blankfilter
which is extracted and analyzed just as a sample filter.
The LRB should be the last filter extracted of a sample
set. It is used to assess possible contamination  of the
reagents or apparatus.

7.11  Chl a Primary Dilution Standard Solution (PDS)
— Add 1 mL of the SSS (Section 7.9) to a clean 100-mL
flask  and dilute to volume with  the eiqueous  acetone
solution (Section 7.8). If exactly 1 mg of pure chl  a was
used to prepare the SSS, the concentration of the PDS is
200 \ig/L. Prepare fresh just prior to use.

7.12  Quality Control Sample (QCS) — Chl a QCSs
can be obtained from the Quality Assurance Research
Division, Environmental Monitoring Systems Laboratory,
U.S.  Environmental Protection Agency, Cincinnati, OH
45268. QCSs are supplied with a calibration solution.

8.0  Sample Collection, Preservation and
      Storage
8.1   Water Sample Collection — Water may be ob-
tained by a pump orgrab sampler. Data quality objectives
will determine the  depth at which samples are taken.
Healthy phytoplankton, however, are generally obtained
from the photic zone (depth at which the illumination level
is 1% of surface illumination). Enough water should be
collected to concentrate phytoplankton on at least three
filters. Filtration volume size will depend on the particu-
late load of the water. Four liters may be required for open
ocean water where phytoplankton density is usually low,
whereas 1 L or less is generally sufficient for lake, bay or
estuary water. All apparatus should be clean and acicl-
                                               445.0 - 4
 Revision 1.1  November 1992

-------
 free. Filtering should be performed in subdued light as
 soon as possible after sampling. Aboard-ship filtration is
 highly recommended.

 Assemble the filtration apparatus and attach the vacuum
 source wifh vacuum gauge and regulator. Vacuum filtra-
 tion should not exceed 6 in. Hg (20 kPa). Higher filtration
 pressures may damage cells and result in loss of chloro-
 phyll.

 Prior to drawing a subsample from the water sample
 container, thoroughly shake the containerto suspend the
 particulates. Pour the subsample into a graduated cylin-
 der and  accurately measure the volume.  Pour the
 subsample into the filter tower of the filtration apparatus
 and apply a vacuum (not to exceed 20 kPa). A sufficient
 volume has been filtered when a visible green or brown
 color is apparent on the filter. Do not suck the filter dry
 with the vacuum; instead slowly release the vacuum as
 the final volume approaches the level of the filter and
 completely release the vacuum as the last bit of water is
 pulled through the filter. Remove the filter from the fritted
 base with tweezers, fold once with the paniculate matter
 inside, lightly blot the filter with a tissue to remove excess
 moisture and  place it in the petri dish or other suitable
 container. If the filter will not be immediately extracted,
 then wrap the container with aluminum foil to protect the
 phytoplankton from light and store the filter at-20°C.
 Short term storage (2 to 4 h) on ice is acceptable, but
 samples should be stored at -20°C as soon as possible.

 8.2  Preservation—Sampled filters should be stored
 frozen (-20°C or -70°C) in  the dark until extraction.

 8.3  Holding Time — Filters can be stored frozen for
 as long as 3-112. weeks without significant loss of chl a.19

 9.0  Quality Control
 9.1  Each Laboratory using this method is required to
 operate a formal  quality  control  (QC) program. The
 minimum  requirements of this program consist of an
 initial demonstration of laboratory capability and the
 continued analysis of laboratory reagent blanks, field
 duplicates and quality control samples as a continuing
 check on performance. The laboratory is required to
 maintain performance records that define the quality of
 the data thus generated.

 9.2  Initial Demonstration of Performance
      (Mandatory)
 9.2.1 The initial demonstration of performance is used to
 characterize instrument performance (instrumental de-
 tection limits, linear dynamic range and EDLs) and labo-
 ratory performance (analyses of QCSs) prior to sample
 analyses.

 9.2.2 Linear Dynamic Range (LDR)—The LDR should
 be determined by analyzing a minimum of 5 calibration
standards ranging in concentration from 0.2 fig/L to 200
ng chl alL across all sensitivity settings of the fluorom-
eter. Normalize responses  by dividing the response by
the sensitivity  setting multiplier. Perform the linear re-
 gression of normalized response vs. concentration and
 obtain the constants m and b, where m is the slope and
 b is the y-intercept. Incrementally analyze standards of
 higher  concentration until the measured  fluorescence
 response, R, of a standard no longer yields a calculated
 concentration,  Cc, that is ± 10% of the known concen-
 tration, C, where Cc = (R - b)/m. That concentration
 defines the upper limit of the LDR for your instrument.
 Should samples be encountered that have a concentra-
 tion which is 90% of the upper limit of the LDR, these
 samples must be diluted and reanalyzed.

 9.2.3 Instrumental Detection Limit (IDL)  — Zero the
 fluorometer with a solution of 90% acetone on the maxi-
 mum sensitivity setting. Pure chl a in 90% acetone should
 be serially diluted until it is  no longer detected by the
 fluorometer on  a maximum sensitivity setting.

 9.2.4 Estimated Detection Limit (EDL) — Several blank
 filters should be extracted according to the procedure in
 Section 11, using clean glassware and apparatus, and
 the fluorescence measured. A solution of pure  chl a in
 90% acetone should be serially diluted until it yields a
 response which is 3X the average response of the blank
 filters.

 9.2.5 Quality Control Sample (QCS)—When beginning
 to use this method, on a quarterly basis or as required to
 meet data quality needs, verify the calibration standards
 and acceptable instrument performance with the analy-
 sis of aQCS (Section 7.12). If the determined value is not
 within the confidence interval provided with the reference
 value,  then the determinative step  of this  method is
 unacceptable. The source of the problem must be iden-
 tified and corrected before continuing analyses.

 9.2.6 Extraction Proficiency — Personnel performing
 this method for the first time should demonstrate profi-
 ciency in the extraction of sampled filters (Section 11.1).
 Twenty to thirty natural samples should be obtained
 using the procedure outlined in Section 8.1 of this method.
 Sets of 10 samples  or more should be extracted and
 analyzed according to Section 11.2. The percent relative
 standard deviation (%RSD) of uncorrected values of chl a
 should not exceed 15% for samples that are approxi-
 mately 10X the IDL. RSD for pheo a might typically range
 from 10 to 50%.

 9.3  Assessing Laboratory Performance
     (Mandatory)
 9.3.1 Laboratory Reagent Blank (LRB) — The labora-
tory must analyze at least  one blank filter with each
sample batch. The LRB should be the last filter extracted.
LRB data are used to assess contamination from the
laboratory environment. LRB values that exceed the IDL
indicate contamination from the laboratory environment.
When LRB values constitute 10% or more of the analyte
level determined for  a sample, fresh samples or  field
duplicates must be analyzed after the contamination has
been corrected  and acceptable LRB values have been
obtained.
                                               445.0 - 5
                                                                            Revision 1.1   November 1992

-------
10.0 Calibration and Standardization
10,1 Calibration — Calibration should be performed
bimonthly or when there has been an adjustment made
to the instrument, such as replacement of lamp, filters or
photomultiplier. Prepare 0.2,2,5,20 and 200 jig chl a/L
calibration standards from the PDS (Section 7.11). Alter-
nately, a calibration solution can be obtained from the
address listed in Section 7.12. Allow the instrument to
warm up for at least 15 min. Measure the fluorescence of
each standard at sensitivity settings that provide midscale
readings. Obtain response  factors for chl a for each
sensitivity setting as follows:
where,
      Fs«response factor for sensitivity setting, S.

      Rs s fluorometer reading for sensitivity setting, S.

      C. ^ concentration of chl a.
Avoid using the minimum sensitivity setting dueto quench-
ing effects.

if pheo a determinations will be made then it will be
necessarytoobtainbefore-to-afteracidification response
ratios of the chl a calibration standards as follows: (1)
measure the fluorescence of the standard, (2) remove
the cuvette from the fluorometer, (3) acidify the solution
to 0.003 N HCI4 with the 0.1 N HCI solution, (4) wait 90
sec. and  measure  the fluorescence of the standard
solution again. Addition of the acid may be made using a
medicine dropper. It will be necessary to know how many
drops are equal to 1 ml_ of acid. For a cuvette that holds
5 mL of extraction solution, it will be necessary to add
0.15 mL of 0.1 N HCI to reach a final acid concentration
of 0.003N in the 5 mL Calculate the ratio, r, as follows:
 where,
      Rb ^ fluorescence of pure chl a standard solution
           before acidification.
      Ra = fluorescence of pure chl a standard solution
           after acidification.

 11.0 Procedure
 11.1 Extraction of Filter Samples
 11.1.1  If sampled filters have been frozen, remove them
 from the freezer but keep them in the dark. Set up the
 tissue grinder and have on hand tissues and squirt
 bottles containing water and acetone. Workspace light-
 ing should be the minimum that is necessary  to read
 instructions and operate instrumentation. Remove a filter
 from its container and place it in the glass grinding tube.
Push it to the bottom of the tube with a glass rod. With a
volumetric pipet, add 4 mL of the aqueous acetone
solution (Section 7.8) to the grinding tube. After the filter
has been converted to a slurry, grind the filter for approxi-
mately 1 min at 500 rpm. Pour the slurry into a 15-mL
screw-cap centrifuge tube and, using a 6-mL volumetric
pipet, rinse the pestle and the  grinding tube with 90%
acetone. Add the rinse to the centrifuge tube containing
the filter slurry. Cap the tube and shake it vigorously.
Place it in the  dark before proceeding to the next filter
extraction. Before placing another filter in the grinding
tube, use the acetone and water squirt bottles to thor-
oughly rinse the pestle, grinding tube and glass rod. The
last rinse should be with acetone. Use a clean tissue to
remove any filter residue that adheres to the pestle or to
the steel rod of the pestle. Proceed to the next filter and
repeat the steps above. The entire extraction with  trans-
ferring and rinsing steps takes 5 min. Approximately 500
mL of  acetone and water waste are generated per 20
samples from the rinsing of glassware and apparatus.

 11.1.2  Shake each tube vigorously before placing them
to steep in the dark at 4°C. Samples should be allowed to
steep for a minimum of 2 h but not to exceed 24 h. Tubes
should be shaken at least once during the steeping
period  or placed horizontally  to allow the extraction
solution to have maximum contact with the filter slurry.

 11.1.3  After steeping is complete, centrifuge samples
for 15  min. at 675 g or for 5 min. at 1000 g. Samples
should be allowed to come to  ambient  temperature
before analysis. This can be done by placing the tubes in
a constant temperature water  bath or by letting them
stand at room temperature for 30 min., Recalibrate the
fluorometer iftheroomtemperaturefluctuated±3°Cfrom
the last calibration date.

 11.2  Sample Analysis
 11.2.1  After the fluorometer has warmed up for at least
 15 min, use the 90% acetone solution to zero the  instru-
 ment on the sensitivity setting that will be used for sample
 analysis.

 11.2.2 Pour or pipet the supernatant of the extracted
 sample into a sample cuvette. The volume of sample
 required in your instrument's cuvette should be known so
 that the correct amount of acid can be added in the  pheo a
 determinative step. For a cuvette that holds 5  mL of.
 extraction solution, 0.15 mL of  the 0.1 N HCI solution  is
 required to achieve 0.003 N HCI. Choose a  sensitivity
 setting that yields a midscale reading when possible and
 avoid  the minimum sensitivity setting. If the concentra-
 tion of chl a in the sample is >90% of the upper limit of the
 LDR,  then dilute  the  sample with  the  90% acetone
 solution and reanalyze. Record the fluorescence mea-
 surement and sensitivity setting used for the sample.
 Remove the cuvette from the fluorometer and acidify the
 extract to a final concentration  of 0.003 N HCI using the
 0.1  N  HCI solution. Wait 90 sec.  before measuring
                                                445.0 - 6
 Revision 1.1  November 1992

-------
  fluorescence again. Twenty-five to thirty-five samples
  can be extracted and analyzed in one 8-h day.

  12.0 Data Analysis and Calculations
  12.1  "Uncorrected" chl a may be determined in a sample
  extract by multiplying the fluorescence response of the
  sample by the appropriate response factors determined
  in Section 10.1. Determine the "corrected" chl a concen-
  tration in the sample extract and the pheo a concentration
  in ng/L as follows:
       Chla,ng/l_=Fs(r/r-1)(Rb-Ra)

       Pheo a, jig/L = Fs(r/r-1) (rRa - Rb)
 where,

       Fs =  response factor for the sensitivity setting
            used.

       Rb =  fluorescence of sample extract before acidi-
            fication.

       Ra =  fluorescence of sample extract after acidifi-
            cation.

       r =  thebefore-to-afteracidificationratioofapure
            chl a solution (Section 10.1).

 12.2  The concentration of chl a and pheo a in the natural
 water sample is calculated  by multiplying the results
 obtained in Section 12.1 by  10 ml (the extraction vol-
 ume) and dividing by the volume (ml) of natural water
 sample that was filtered. Any other dilution or concentra-
 tion factors should be incorporated accordingly.

 12.3  LRB and QCS data should be reported with each
 sample data set.

 13.0 Method  Performance

 13.1 The IDL for the instrument used in the evaluation
 of this method was 0.05 ng/L for chl a and 0.06 u.g/L
 pheoa. An EDL of 0.11  jig chl a/L was determined.   ,

 13.2 The precision (%RSD) for chl  a in mostly blue-
 green  and green phytoplankton natural samples which
 were steeped  for 2  h vs. 24 h is reported in Table  1.
 Although the means were the same, precision was better
 for samples which were allowed to steep for 24 h prior to
 analysis. Since pheo a was found in the samples, the
 chla values are "corrected" (Section 12.1). Table 2 con-
 tains precision data for pheo a. A statistical analysis of the
 pheo a data indicated a significant difference at the 0.05
 significance level in the  mean values obtain. The cause
 of the lower pheo a values in samples  extracted for 24 h
 is not known.

 13.3 Three QCS ampoules obtained from the USEPA
were analyzed and compared to the reported confidence
limits in Table 3. The reference values  for QCS obtained
from the USEPA are periodically updated and new con-
fidence limits established.
  14.0 Pollution Prevention

  14.1 Pollution prevention encompasses any technique
  that reduces or eliminates the quantity or toxicity of waste
  at the point of generation. Numerous opportunities for
  pollution prevention exist in laboratory operation. The
  EPA has established a preferred hierarchy of environ-
  mental  management techniques that places pollution
  prevention as the management option of first choice.
  Whenever feasible, laboratory personnel should use
  pollution prevention techniques to address their waste
  generation (e.g., Section 11.1.1). When wastes cannot
  be feasibly reduced at the source, the Agency recom-
  mends recycling as the next best option.

  14.2 For  information  about pollution prevention that
  may be applicable to laboratories and research institu-
  tions, consult Less is Better: Laboratory Chemical Man-
  agement for Waste Reduction, available from the Ameri-
  can Chemical Society's Department of Government Re-
  lations and Science Policy, 115516th Street N.W., Wash-
  ington DC 20036, (202)872-4477.

  15.0 Waste  Management

  15.1 The  Environmental Protection  Agency requires
 that  laboratory waste management practices be con-
 ducted consistent with all applicable rules and regula-
 tions. The Agency urges laboratories to protect the air,
 water, and land by minimizing and controlling all releases
 from hoods and bench operations, complying with the
 letter and  spirit of any sewer discharge  permits and
 regulations, and by complying with all solid and hazard-
 ous waste regulations, particularly the hazardous waste
 identification rules and land disposal restrictions. For
 further information on waste management consult The
 Waste Management Manual for Laboratory Personnel,
 available from  the American Chemical Society at the
 address  listed in the Section 14.2.

 16.0 References

 1.  Yentsch, C.S. and D.W. Menzel, "A method for the
    determination of phytoplankton  chlorophyll  and
    pheophytin by fluorescence,"  Deep Sea Res  10
    (1963), pp. 221-231.

 2.  Strickland,  J.D.H. and T.R. Parsons, A Practical
    Handbook of Seawater Analysis,  Bull. Fish  Res
    Board Can., 1972, No.167, p. 201.

 3.  Trees, C.C., M.C. Kennicutt, andJ.M. Brooks, "Errors
    associated with the standard fluorometric determin-
    ation of chlorophylls and pheopigments," Mar. Chem
    17 (1985) pp.  1-12.

4.  Holm-Hansen.O., "Chlorophyll a   determination-
    improvements in methodology," OIKOS, 30 (1978)
   pp. 438-447.

5. Wright,  S.W. and J.D. Shearer, "Rapid extraction
   and HPLC  of chlorophylls  and carotenoids from
   marine phytoplankton," J. Chrom.,  294 (1984)  pp
   281-295.                                   HH'
                                               445.0 - 7
                                                                           Revision 1.1  November 1992

-------
 6. Bowies, N.D., H.W. Paerl, and J. Tucker, "Effective
   solvents and extraction periods  employed in
   phytoplankton  carotenoid  and  chlorophyll
   determination," Can. J. Fish. Aquat. Sci., 42 (1985)
   pp. 1127-1131.

 7. Shoaf, W.T. and B.W. Lium, "Improved extraction of
   chlorophyll a and b from algae using dimethyl
   sulfoxide," Limnol. and Oceanogr., 21 (6), (1976) pp.
   926-928.

 8. Loftis,  M.E.  and J.H. Carpenter, "A fluorometric
   method for determining chlorophylls a, b, and c,1" J.
   Mar. Res., 29 (1971) pp.319-338.

 9. Standard Methods for the Analysis of Water and
   Wastes, 17th Ed., 1989,10200H, Chlorophyll.

10. Wright,  S.W., S.W. Jeffrey, R.F.C. Mantoura, C.A.
   Llewellyn, T. Bjornland,  D. Repeta,  and N.
   Welschmeyer, "Improved HPLC method for the
   analysis of chlorophylls and carotenoids from marine
   phytoplankton," paper submitted for publication in
   1991.

11. Mantoura, R.F.C. and C.A. Llewellyn,  "The  rapid
   determination of algal chlorophyll and carotenoid
   pigments and their breakdown products in natural
   waters  by reverse-phase high performance liquid
   chromatography/Mna/. Chim.Acta., 151 (1983) pp.
   297-314.

12. Brown, L.M., B.T. Hargrave, and M.D. MacKinnon,
   "Analysis of  chlorophyll  a in sediments by  high-
   pressure liquid chromatography," Can. J. Fish. Aquat.
   Set., 38 (1981) pp. 205-214.
13.  Bidigare, R.R., M.C. Kennicutt, II, and J.M. Brooks,
    "Rapid  determination of chlorophylls and  their
    degradation products by HPLC," Limnol. Oceanogr.,
    30(2), (1985) pp. 432-435.

14.  Minguez-Mosquera, M.I., B. Gandul-Rojas,  A.
    Montano-Asquerino, and J. Garndo-Fernandez,
    "Determination of chlorophylls and carotenoids by
    HPLC during olive lactic fermentation," J. Chrom.,
    585 (1991) pp. 259-266.

15.  Carcinogens-Working With Carcinogens,  Dep-
 '   artment of Health, Education and Welfare, Public
    Health Service, Center for Disease Control, National
    Institute for Occupational Safety  and  Health,
    Publication No. 77-206,1977.

16.  "OSHA Safety and Health  Standards,  General
    Industry," (29 CFR 1910), Occupational Safety and
    Health Administration, OSHA 2206, revised, January
    1976.

17.  Safety  in Academic Chemistry Laboratories,
    American Chemical Society publication, Committee
    on Chemical Safety, 3rd  Edition, 1979.

18.  "Proposed OSHA Safety and Health Standards,
    Laboratories,"  Occupational  Safety and Health
    Administration, Federal Register, July 24,1986.

19.  Weber, C.I., LA. Fay, G.B. Collins, D.E. Rathke, and
    J. Tobin, "A Review of Methods for the Analysis of
    Chlorophyll in Periphytpn and Plankton of Marine
    and Freshwater Systems," work funded by the Ohio
    Sea Grant Program, Ohio State University.  Grant
    NO.NA84AA-D-00079, 1986, 54 pp.
                                               445.0 - 8
Revision 1.1  November 1992

-------
17.0 Tables, Diagrams, Flowcharts, and Validation Data
Table 1. Comparison of Precision of Two Extraction
         Periods

                         Corrected Chi a
                 Sample A1
               2h3      24 h3
                       Sample B2
                     2h3       24 h3
Mean         49.6
 concentation
 (ng/L)
                        52.9
                     78.6
                      78.8
Standard
deviation
Relative
standard
deviation (%)
4.89

9.9


2.64

5.0


6.21

7.9


2.77

3.5


1  Values reported are the mean measured concentrations (n=6) of
  chl a in the natural water based on a 100 mL filtration volume.
2  Values reported are the mean measured concentrations (n=9) in
  the extraction solution. Sample filtration volume was 300 mL
3  The length of time that the filters steeped after they were ground.
                                             Table 3.  Analyses of USEPA QC Samples

                                             Analyte          Reference value      Confidence limits
                                             Chl a
                                             Pheoa
                                                    Reference value

                                                        2.1 u.g/L
                                                        0.3 u,g/L
                                                              0.5 to 3.7 u,g/L
                                                              -0.2 to 0.8 u,g/L
                       Analyte

                       Chl a
                       Pheo a
                                                                                % Relative Standard
                                                          Mean Measured Value        deviation
                                                                               2.8 jig/L
                                                                               0.3 jig/L
                                                                                         1.5
                                                                                         33
Table 2.  Comparison of Precision of Two Extractions
          Periods for Pheo a
                           Pheo a
                 Sample A1
               2 h3      24 h3
                      Sample B2
                     2 h3       24 h3
Mean
 concentation
 (ng/U

Standard
 deviation
 (W3/L)

Relative
 standard
 deviation
 9.22
 2.36
25.6
 8.19
 3.55
43.2
                     13.10    10.61
3.86      2.29
                     29.5     21.6
1  Values reported are the mean measured concentrations (n=6) of
  chl a in the natural water based on a 100 mL filtration volume.
2  Values reported are the mean measured concentrations (n=9) in
  the extraction solution. Sample filtration volume was 300 mL.
3  The length of time that the filters steeped after they were ground.
                                                    445.0-9
                                                                                    Revision 1.1  November 1992


                                                                     •&U.S. GOVERNMENT PRINTING OFFICE: 1993-750-002/60177

-------

-------

-------

-------