United States       Office of Air Quality       EPA-450/4-79-007
Environmental Protection   Planning and Standards      OAQPS No. 1.2-114
Agency         Research Triangle Park NC 27711  February 1979
Air
Guideline Series

Guidance for Selecting
TSP Episode Monitoring
Methods

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I                                          EPA-450/4-79-007

                                          (OAQPS No. 1.2-114)




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-       Guidance  for  Selecting TSP


1      Episode Monitoring  Methods


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_                    Monitoring and Data Analysis Division
•                  Office of Air Quality Planning and Standards
•                             and
                   Environmental Monitoring and Support Laboratory
•                    Office of Research and Development




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•                    Office of Air Quality Planning and Standards
                    Research Trianale Park. North Carolina 27711


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U.S. ENVIRONMENTAL PROTECTION AGENCY

   Office of Air, Noise, and Radiation

   3 of Air Quality Planning and Stand

Research Triangle Park, North Carolina 27711



        February 1979

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                                     OAQPS GUIDELINE SERIES


The guideline series of reports is being issued by the Office of Air Quality Planning and Standards (OAQPS) to    •
provide information to state and local air pollution control agencies; for example, to provide guidance on the
acquisition and processing of air quality data and on the planning and analysis requisite for the maintenance of    _
air quality. Reports published in this series will be available -as supplies permit-from the Library Services Office    •
(MD-35), US. Environmental  Protection Agency, Research Triangle Park, North Carolina  27711; or, for a    ™
nominal fee, from the National Technical Information Service, 5285 Port Royal Road, Springfield, Virginia
22161
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                                 Publication No EPA-450/4-79-007


                                       (OAQPS No. 1.2-1 14)                                          I
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                               PREFACE


     The Reference Method for the Determination of Suspended Particulates

in the Atmosphere (High Volume Sampler Method) specifies a twenty-four

hour sampling interval.  However, the use of particulate monitors which

provide data at much shorter time intervals than twenty four hours is

necessary during air pollution episodes and for purposes of daily report-

ing of an index of air quality.  As a result, revised monitoring regulations

have been proposed (Appendix C of 40 CFR 58, Aug. 7, 1978) that allow the

use of short term particulate monitors.  Consequently, this guideline

was prepared to describe the two modified versions of the Reference

Method for Particulates that are permitted to be used during air pollution

episodes and for purposes of daily air quality index reporting.  In

addition, the guideline explains the procedure for establishing a site

and season-specific relationship between the high volume method and

particulate methods other than the two modified high volume methods.

Criteria are included in this guideline for use by Regional Offices,

State,and local agencies in determining if such a relationship is

satisfactory for use during particulate episodes.  Example calculations

showing the detailed steps are also included.

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                          ACKNOWLEDGMENT

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     This guideline is based on a report furnished to the Environmental
Protection Agency by Frank Smith of the Research Triangle Institute,                J
Research Triangle Park, North Carolina in fulfillment of a project
assignment under Contract No. 68-02-2714.  Through the primary efforts             •
of George Manire of the Monitoring and Reports Branch, Monitoring and
Data Analysis Division, Office of Air Quality Planning and Standards,              •
Environmental Protection Agency, the report was reviewed and rewritten             *
in guideline series format.  Technical assistance and review were                  •
provided by Alan Hoffman, William Cox, and  Stanley Sleva  of  the Office of           I
Air Quality Planning and Standards and Frank McElroy and Larry Purdue              _
of the Environmental Monitoring and Support Laboratory, Research  Triangle          |
Park.
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I. INTRODUCTION


TABLE OF CONTENTS
Page
1
A. Purpose and Scope 1
B. Rationale

for the Revised Episode Regulations 2

II. USE OF MODIFIED REFERENCE METHODS 3
A. Short-Time
B. Staggered
Interval High Volume Sampling 3
High-Volume Sampling 5
III. USE OF OTHER METHODS 6
A. Test Condi
B. Evaluation
C. Method for
IV. REFERENCES

APPENDIX A - Method
tions for Establishing the Relationship 6
Procedure 7
Displaying the Relationship 8
9
for the Determination of Total
Suspended Parti culates in the Atmosphere
Over Short Sampling Times
APPENDIX B - Example







Calculations








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        GUIDANCE FOR SELECTING TSP  EPISODE MONITORING  METHODS
 I.     INTRODUCTION
       The EPA requirements which are prescribed  in Title 40 Code of
 Federal Regulations  (40 CFR) Part 51 for ambient air quality monitoring
 for purposes of State Implementation Plans  (SIPs) are being revised.
 The revised requirements will appear in a new Part 58 entitled,
 "Ambient Air Quality Surveillance," and will include revisions
 to the emergency episode monitoring requirements now described in
 40 CFR Part 51.17(c).  The emergency episode guidance provided in
 Federal Regulation Part 51.16 and Appendix  L will be amended to reflect
 the new requirements.  The new regulations  would permit the use of
 two modified versions of Appendix B of 40 CFR, Part 50 - Reference
 Method for the Determination of Suspended Particulates in the
Atmosphere (High Volume Method).  The regulations will also permit
 the use of non high-volume methods provided that  specific site
 relationships to the reference method have  been  determined and documented
 and that these methods provide for short-term measurements.

       A.  Purpose and Scope
          There are two purposes for this guideline.  The first is
 to explain the principles of operation of the two episode particulate
monitoring methods which are modifications of the reference method:
 (1) high-volume sampling over short sampling time intervals; and (2)
 staggered high-volume sampling.  These methods may be used by an
 agency in their TSP episode network without further testing in most
 cases.
          Secondly, a procedure is described for establishing a site-
 and season-specific relationship between the high-volume method and
 particulate methods other than the two mentioned above.
          This guideline does not cover the criteria for emergency
 episode station location or design, sampling frequency, mechanics of
 becoming aware of an episode, or corrective actions to take in order
 to minimize episodic conditions.

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      B.  Rationale for the Revised Episode Regulations
          When the requirements described  in 40 CFR Part 51.16                   I
and 51.17(e) were promulgated,  tape samplers were required in
order to monitor the ambient air during total  suspended particulates              •
(TSP) episodes as a basis for initiating episode control  actions.                 *
The tape sampler provided more  frequent measurements at shorter time              «
intervals then the reference method.                                              I
          Since the promulgation of this regulation, several
investigations have attempted to establish a relationship between                 |
the TSP as measured by the reference  method in air and the optical
density or reflectance of particulate matter collected on paper                  •
spots or tapes ~   .All  such  studies  have  shown  that the
relationship is dependent on a  number of factors which preclude                  •
the method's general application as an index of TSP mass concentration.
The optical  density, transmittance, or reflectance of the spot sample             •
is proportional  to mass concentration only when the optical properties            '
of the aerosol (e.g., particle  size,  shape, density, refractive index,            _
color, size distribution, etc.) remain reasonably constant.                       •
          Several area- and site-specific empirical relationships
of mass concentration to reflectance  or optical density have  been                 p
calculated.    Both  linear3'5'13"16 and  non-linear3'4'7"11  relation-
ships have  been  reported  as  suitable  for  specific sites  and                      •
conditions.   However,  there  appears  to  be no  universally con-
sistent  relationship  between the tape  sampler and the hi-vol             '        •
sampler  measurements.
          Because of this problem,  the emergency episode monitoring              •
requirements are being revised  by allowing the use of two modified               •
reference methods; by requiring that a specific site relationship                 _
be determined for methods not based on the reference method  (such  as             |
the tape  sampler) and by removing the specification in coefficient
of haze   (COH )  for tape samplers from §51.16 and Appendix L of                   I
40 CFR Part 51.
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 II.    USE OF MODIFIED REFERENCE METHODS
       Short-time interval  high-volume sampling and staggered
 high-volume sampling are two acceptable episode monitoring
 methods.   Because these methods are based  on the reference method,
 it is believed that they are applicable as monitoring methods
 during an episode without having to determine a specific site
 relationship.   In areas where there is high  humidity,  oily
 particulate, acidic particulate, or types  of particulates for
 which equilibration is not achieved in 2 hours, an agency should
 establish a specific site relationship between the recommended
 methods and the referenced hi-vol  method.   However, in most  cases,
 the  recommended methods can be used without testing.

       A.   Short-Time Interval High Volume  Sampling
           The  complete procedure for short-time interval  high-volume
 sampling  is given in Appendix A,  however, the major  modifications
 are:  (a)  a shorter sampling period (4 hours), and (b)  different filter
 equilibration  conditions (2 hours).
           The  method is applicable to measurement of  TSP concentrations
 in ambient air during air pollution episode conditions, using a
 4-hour sampling period and a 2 hour filter equilibration period.
 That is,  every 4 hours the loaded  filter is replaced  by a clean
 filter.  Thus, data are available  6 hours  after the start of the
 sampling.   This method requires only one sampler;  however, it may
 be wise to have a second one in case the first one fails during an
 episode.   TSP  values representing  4 hour averages  for successive
 sampling  periods may be plotted or tabulated as they  are  received
 in a fashion  to facilitate the detection of a change in the ambient
TSP conditions.
          Based on a coefficient of variation (relative standard
deviation) of approximately 5% for this method, successive differences
of less than 10% should not be interpreted as a significant change.
However, four or more TSP values, from successive sampling periods,
changing in the same direction should be interpreted as a trend.

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          The disadvantages of this method over the  staggered  high-                  |
volume sampling are:
          (a)  Because acid gases  affect a surface reaction  on                      •
               alkaline filters and because six filters  are  needed
               to determine a 24-hour TSP level, this  method of                      •
               monitoring an episode could introduce a larger  bias
               in the TSP analysis;                                                 •
          (b)  Because the filters have to be  changed  and  the  air                    •
               flow rate measured  every four hours,  beginning  four                   _
               hours  after the first hour, there will  be a greater                   |
               chance for human error.   However, based on  a  short-
               term  interval  high-volume  sampling study , the                       •
               established relative standard deviation (coefficient
               of variation) for single operator (same sample, different            I
               samplers, and different day) variation  for  four hour
               sampling and two hour equilibration periods is  only 5.2               •
               percent; and                                                         ™
          (c)  Because the filter  has to be changed  every  four hours,  the  24-        M
               hour TSP (yg/m3) values  will be the average of  six  intermit-          •
               tent TSP (yg/m3) values, thus not a true continuous 24-hr value.
          The advantages of this method over the staggered high-volume               |
sampling are:
          (a)  Provides a measure  of the TSP over a  very  recent (four   .           I
               hour)period of time; thus as a  result,  concentrations
               are  available 6 hours after the start of  sampling;                    I
          (b)  Only one sampler is required, however,  a second one is
               recommended;                                                  ,      •
          (c-)  A lower probability that dense fog, high humidity,  oily              "
               particulate, or excessive particulates collected during
               an episode will severely reduce the air flow through
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               the filter, which may reduce the precision and accuracy
               of this method; and                                                  |
          (d)  The two hour equilibration may be more effective on a
               four hour TSP sample than on a 24-hour TSP sampler.                  I
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       B.   Staggered High-Volume Sampling

           This method  is  based upon  the reference method modified

 such  that  multiple monitors are used at the site and the filters

 are weighed after 2 hours of equilibration, as described in

 Appendix A, 7.2.  The  starting time of each high-volume monitor is

 staggered  by  some constant time interval.  For example, staggering

 the starting  time of each monitor by 4 hours would  require 6 monitors

 for continuous operation  and would provide a 24-hour TSP average

 value,  after  the first 26 hours and every 4 hours thereafter.

           This method  can be implemented with any desired time

 increment  between sampling start times.  However, due to the number

 of samplers required,  increments of  less than four  hours would

 probably not  be practical.

           The samplers should be placed on-site in  a matrix such

 that  they  will be sampling the same atmosphere but  without inter-

 ference with  each other.  The electrical power supply should be

 capable of supporting  the total number of samplers  operating

 simultaneously without varying appreciably in voltage as individual

 samplers are  taken off or put on line.

          TSP values representing 24 hour averages for successive

sampling periods may be plotted or tabulated as they are recieved

in a fashion to facilitate the detection of a  change in the ambient

TSP conditions.

          Based on a coefficient of variation  of 3.7 percent for the

reference method,  successive differences less  than about 7.4%  should

not be  interpreted as  a significant change.   However,  four or  more

TSP values, from successive  sampling periods,  changing in  the  same

direction should be interpreted as  a trend.

          The disadvantages  of staggered high-volume sampling  as

compared to the  short-time interval  high-volume sampling include:

          (a)   Increased  equipment,  power  and  labor  requirements;

          (b)   The elapsed time from the start  of  sampling  until

               the first  results  are available  is  26 hours;

          (c)   The high probability  that dense  fog,  high humidity,

               oily particulate,  and excessive  particulates  collected

               during  an  episode  may severely reduce the air flow through

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               the filter,  thus  reducing  the precision and accuracy                •
               of this  method;  and                                                 •
          (d)   A 2 hour equilibration time  may, not be  long
               enough  to account for moisture on the 24-hour                       I
               sample.
          Advantages of using staggere^ high-volume sampling over the              J
short-time interval high-volume sampling  are:
          (a)   It measures  for 24 hours,  thus the results should be                •
               a better indicator of the  24-hour TSP level; and
          (b)   It provides  current 24-hour  TSP behavior during an                  8
               episode condition.

III.  USE OF OTHER METHODS                                                          *
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      Whenever a method other than the two recommended methods is
to be useo for episode monitoring, a specific site relationship
between it and the reference hi-vol method must be established and
documented.
      The disadvantage of using other methods over the recommended
methods is that the recommended methods are based on the same                       |
principle as the reference method and in most cases, the specific
site relationship need not be determined, thus reducing the testing                 g
time, testing cost, and the need perhaps for skilled personnel or
expensive equipment.                                                                 I
      The advantage of other methods over the recta-mended methods
may be the advantage of automation which could minimize the loss                    •
of time between air samples and important strategy decisions.
      This section describes the procedures which should be followed                fl
to develop the specific site relationship.

     A.  Test Conditions for Establishing the Relationship                          •
         The reference method is the Federal Register hi-vol reference              _
method and should be operated according to the method specification except          I
that the sampler need not be operated from midnight to midnight, any given
24 hours of continuous operation is acceptable.   The method (candidate method)      |
for which the specific site relationship is to be established should be
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operated and calibrated, if needed, according to the applicable
operation manuals.
         At least ten (10) ambient air measurements should be made
simultaneously by the candidate and the reference hi-vol methods.
The air samples should be taken simultaneously in the same area
(i.e., within 2-3 meters of each other) without interference
between samples or instruments.
         These measurements should be made on ambient air containing
TSP concentrations in the range that the candidate method will be
subjected to during an episode.  To accomplish this, the measurements
could initially be performed in non-episodic (normal) atmospheric
conditions, to establish the relationship, but resumed during an
episode to determine if the established relationship changes signifi-
cantly.   The relationship may be a function of the pollutant source,
such as coal combustion, dust storms, or fuels used.  If such is the
case, then that particular pollutant source specific relationship
should be used.
         If the candidate method has a shorter measuring time
interval than the reference hi-vol method, a sufficient number of sequen-
tial interval  measurements should  be  made  to  equal  the time period
of the reference hi-vol  method.  The  TSP concentration as determined
by the reference hi-vol  method  and the  TSP  concentration determined
by the candidate method  (or the mean  of sequential determinations by
the candidate method) are considered a  "test pair."
         All records,  test data, procedural description and details,
and other documentation  obtained from (or pertinent to)  tests made
for the purpose of testing a candidate method should be identified,
dated, and signed by  the tester.
    B.  Evaluation Procedure
         The test pairs  are used to estimate the functional rela-
tionship between the candidate and the reference methods.   Graphical
or regression techniques are useful in estimating the form of the
regression equation between the candidate method (y) and the reference
hi-vol  method  (x).   If the relationship appears to be reasonably linear

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over the range of interest; then? standard linear regression techniques can          I
be used to estimate and test the significance  of the  relationship. Appendix B
contains a worksheet which illustrates the basic calculations when                   •
a linear relationship appears suitable.  Agencies are not advised                    •
to use a candidate method whenever the linear  coefficient of correlation            M
is less than 0.7.                                                                   I
         These calculations are based on the assumption that measurements
obtained using the reference method have little measurement error                    |
compared to measurements errors in the candidate method.   Thus,  the
reference method is treated as the independent variable (X) in                      •
estimating the least squares regression line which relates the two
m easurements.  Other estimation techniques  *   are  available for                   •
situations where both variables are subject to substantial errors.
    C.   Other Relationships
         In cases where the relationship does  not appear to be linear
over the entire range of interest, other techniques for relating the                M
two measuring systems may be used.  For example, some agencies  have                •
found that a piece-wise linear function is superior to a single  linear
function.   Tests of significance are not as straightforward  as for                   |
the linear case and require  care  in interpretation.   Often,  it  is
possible to linearize a non-linear relationship by transformation of                I
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variables (e.g., yX, log X, etc).   In such cases, the procedures outlined
                                                                 ne  )
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in Appendix B may be applied to the transformed variables.  In some rare            •
cases, it may be necessary to use non-linear regression techniques
to properly fit the measured data.
    D.  Methods for Displaying the Relationship
         Because of the need to quickly assess the quality of the ambient
air during a TSP episode, it is recommended that a method be devised
to aid in the rapid interpretation of the data.  Methods such as the
use of a graph, table of corresponding values, or the equation of the               |
relationship could be used to obtain  a rapid interpretation of the data.
In any event,  regardless of the method  chosen,  it should be  readily                 •
accessible to  the instrument  operator  or  data  user.
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           IV.   REFERENCES

           1.   R.S.C. Rogers, and F. Smith.  An Evaluation of  the High Volume
               Method for Determining Total Suspended Partlculates Over Short
               Sampling Times,  EPA  Contract No. 68-02-0294, Task 15, Research
               Triangle Institute,  Research Triangle Park, North Carolina  27709,
•
               November 1974.

           12.   American Society for Testing and Materials,  "Standard Method
               of Test for Parti cul ate Matter in the Atmosphere (optical  density
               of filtered deposit)",  ASTM Designation D 1704-61,  1969.
           3.   Pedace,  E.A.  and E.B.  Sansone.   "The Relationship Between
               'Soiling Index1  and Suspended Particulate Matter Concentrations,"
               J.  Air Poll.  Control Assoc. , 22_, 348, 1972.

           4.   Ingram,  W.T.  and J. Golden.   "Smoke Curve Calibration,"
               J.  Air Poll.  Control Assoc., 23_, 110, 1973.
           5.   Lisjak,  G.J.   "Comparison of High Volume and Tape Sampler Data,"
               Allegheny County (PA.)  Health Department, Bureau of Air Pollution
•             Control, Pittsburgh, PA, 1977..

           6.   West,  P.W.   "Chemical  Analysis of Inorganic Air Pollutants,"  in
               Air Pollution, V.II, 2i
               Press, New rork, 1953.
           7.   Waller,  R.E.   "Experiments on the Calibration of Smoke Filters,"
               J.  Air Poll.  Control Assoc., 1_4_:323, 1964.
•             Air  Pollution,  V.II,  2nd Edition,  A.C.  Stern,  Editor,  Academic


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•         8.   Sullivan,  O.L.   "The  Calibration of Smoke Density,"  J. Air Poll.


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               Control  Assoc., 1_2:474, 1962.

               Kerreny,  E.   "The Determination of Gravimetric Pollution
               Concentrations by Means of Filter Papers," J. Air Poll . Control
               Assoc.,  11:273, 1962.
|        10.   Sanderson,  H.P.  and M.  Katz.  "The Optical  Evaluation of Smoke
               cr Parti 0.1 ate Matter Collected on Filter Paper," J. Air Poll.
.             Control  Assoc.,  j_3_:476, 1963.

          11.   Katz,  M.H.,  H.P. Sanderson, and M.B. Ferguson.  "Evaluation of
I               Air-Borne Parti cul ates in Atmospheric Pollution Studies,"
               Anal.  Chsn., 3_Q_:1172, 1953.


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13.


14.


15.


16.


17.

18.


19.









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Coulson, J. and J. McK. Ellison. "A Calibration of the Filter
Paper Method of Estimation of Smoke," Brit. J. Anpl . Phys.,
14:899, 1963.
Cholak, J., L.J. Schaffer, ' .J. Younker, and D.W. Yeager. "The
Relationship Betv/een Sulfu Dioxide and Particulate Matter in
the Atmosphere," Amer. Ind. Hyq. Assoc. J., 19:371, 1953.

Hall, S.R. "Evaluation of Particulate Concentrations with
Collecting Apparatus," Anal. Cham., 24:995, 1952.

Rondia, D. "L1 estimation do la densite des fumees1 dans 1'air,"
Int. J. Air Wat. Poll., 6:353, 1962.

Stalker, W.W., R.C. Dickerson, and G.D. Kramer. "Atmospheric
S Ifur Dioxide and Particulate Matter: A Comparison of Methods
ar-d Measurements," Amer. Ind. Hyq. Assoc. j'. , 24:68, 1963.

Daniels Cuthbert, Wood, Fred S. Fitting Equations to Data,
Wiley-Interscience. 1971.
National Bureaus of Stnadards, Experimental Statistics, Handbook 91,
Washington, 1963 (Edited by M.G. Natrella).

Acton, Formon S., Analysis of Straight-Line Data, John Wiley and
Sons, New York, 1959.








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                                    APPENDIX A
|                         METHOD FOR THE DETERMINATION
                OF  TOTAL SUSPENDED PARTICIPATES IN THE ATMOSPHERE
•                          OVER SHORT SAMPLING TIMES,
*                            (HIGH VOLUME METHOD)
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                                 A-2
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                                  APPENDIX A                                     |
                      METHOD FOR THE  DETERMINATION
           OF TOTAL  SUSPENDED PARTICULATES  IN THE ATMOSPHERE             •
                        OVER  SHORT  SAMPLING TIMES,                            •
                            (HIGH VOl'JME  METHOD)                               .

1.0  PRINCIPLE AND  APPLICABILITY
     1.    Air is  drawn into  a  covered housing and through a filter by means        |
                                                        3
of a high-f.low-rate blower at  a  flow rate (1.70 to 1.98 m /min; 60 to 70
ft /min)  that allows suspended particles having diameters of less than 100         •
ym (Stokes equivalent diameter)  to pass  to  the filter surface (ref. 1).
Particles within  the size range  of 0.1 to 100 ym diameter are ordinarily           •
collected on fiberglass filters.  The mass  concentration of total suspended par-
                                 3
ticulate^ in the  ambient air (yg/m ) is  computed by measuring the mass of          •
collected particulates and the volume of air sampled.
     2.    This method is applicable to measurement of 4-hour average mass
concentrations of total suspended particulates in ambient air.  To assure meas-
urements  of acceptable precision, this method should not be used to measure        _
average  concentrations of less than about 30 yg/m   (this yields 4-hour samples     |
of approximately  20 mg). The  size of the sample collected is usually adequate
                                                    3                             •
for other analyses.  Concentrations as low  as 10 yg/m  can be measured; how-       •
ever, the relative  error would probably  be  larger than that given in section 4.0.

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2.0  RANGE AND SENSITIVITY

     Weights are determined  to  the  nearest 0.1 mg, airflow rates are deter-
mined to the nearest 0.1 m  /min,  times are determined to the nearest minute,
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and mass concentrations are reported  to  three  significant digits, e.g., 102
    3              3
yg/m  and 50.6 yg/m .

3.0  INTERFERENCES                                                                I

     1.   Particulate matter that  is  oily,  such  as photochemical smog or wood
smoke, may b\ock the filter and cause a  rapid  drop in airflow at a nonuniform      •
rate.  Dens., fog or high humidity  in  conjunction with certain types of par-
ticulates may severely reduce the  airflow through  the filter.                      •
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                                          A-3
     2.   Fiberglass filters are comparatively insensitive to changes in
relative humidity but collected particulates can be hygroscopic  (ref. 2).
     3.   Acid gases in the sample air,may be converted to particulate matter
on the surface of alkaline filters (refs. 3, 4).

4.0  PRECISION, ACCURACY, AND STABILITY
4.1  Precision
     Based on the Short-term High Volume Study, the estimated relative stan-
dard deviation (coefficient of variation) for single operator (same sample,
different samplers, and different day) variation for 4-hour sampling and
2-hour equilibration periods is 5.2 percent.
4.2  Accuracy
     The accuracy with which the sampler measures the true average concentra-
tion cannot be quantitatively determined.  Measured values higher than the
true values may result when alkaline filters are used.  A functional analysis
of the method indicates that other large biases should not normally occur in
short-term sampling (ref. 5).

5.0  APPARATUS
5.1  Sampling
5.1.1  Sampler.  The sampler consists of three units:  1) the faceplate and
gasket, 2) the filter adapter assembly, and 3) the motor unit.   Figure A-l
shows an exploded view of these parts, their relationship to each other, and
how they are assembled.  The sampler must be capable of passing  environmental
                       2        2
air through a 406.5 cm  (63 in. ) portion of a clean 20.3 by 25.4 cm (8 by
10 in.) fiberglass filter at a rate of at least 1.70 m /min (60  ft /min).
The motor must be capable of continuous operation for 4-hour periods with
input voltages ranging from 110 to 120 volts, 50-60 cycles alternating cur-
rent and must have third-wire safety ground.  The housing for the motor unit
may be of any convenient construction so long as the unit remains airtight
and leak free.
5.1.2  Sampler Shelter.  It is important that the sampler be properly installed
in a suitable shelter.  The shelter is subjected to extremes of  tempera-
ture, humidity, and all types of air pollutants.  For these reasons the

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                                  A-4
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            ADAPTED
            MOUNTING     MOTOR
             PLATS  	"
0^™««     HOUp.
g%«T. "^
17^
             BASKET
                                SOTAMETEH
                             CONDENSER
                             ANOCLIP
                                                              -TUBINS
     Figure A-l.  Exploded view of typical high-volume air  sampler parts.
materials of the shelter must be chosen carefully.   Properly painted exterior
plywood or heavy gage aluminum serve well.   The  sampler  must be mounted verti-
cally in the shelter so that the fiberglass  filter  is  parallel with the ground.
The shelter must be provided with a roof  so  that the filter is protected from
precipitation and debris.  The internal arrangement and  configuration of a
suitable shelter with a gable roof are shown in  figure A-2.  The clearance
area between the main housing and the roof at its closest  point should be
                2             2
580.5 + 193.5 cm  (90 + 30 in. ).  The main  housing should be rectangular, with
dimensions of about 29 by 36 cm  (11-1/2 by 14 in.).
5.1.3  Rotameter.  A rotameter marked in  arbitrary  units,  frequently 0 to 70,
and capable of being calibrated  is acceptable for measuring sample flow rates.
Other devices of at least comparable accuracy may be used  (see addendum A).
5.1.4  Orifice Calibration Unit.  Consisting of  a metal  tube 7.6 cm (3 in.)
ID and 15.9 cm (6-1/4 in.) long with a static pressure tap 5.1 cm (2 in.) from
one end.  See figure A-3.  The tube end nearest  the pressure tap is flanged
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                                             A-5
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Figure A-2.  Assembled sampler and  shelter.
 ORIFlCg
RESISTANCE PLATES
    Figure Ar3.  Orifice calibration unit.

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to about 10.8 cm (4-1/4 in.) OD with a male thread of the same size as the
5.1.6  Positive Displacement Meter.  Calibrated in cubic meters or cubic
feet, to be used as a primary standard.
6.0  REAGENTS
6.1  Filter Media
                                                                                   I
inlet end of the high-volume air sampler.  A single metal plate 9.2 cm             •
(3-5/8 in.) in diameter and 0.24 cm (3/32 in.) thick with a central orifice        *
2.9 cm (1-1/3 in.) in diameter is held in place at the air inlet end with a
female threaded ring.  The other end of the tube is flanged to hold a loose
female threaded coupling, which screws onto the inlet of the sampler.  An          _
18-hole metal plate, an integral part of the unit, is positioned between the       |
orifice and sampler to simulate the resistance of a clean fiberglass filter.
An orifice calibration unit is shown in figure A-3.                                I
5.1.5  Differential Manometer.  Capable of measuring to at least 40 cm  (16 in.)
of water.                                                                          •
                                                                                   I
                                                                                   I
5.1.7  Barometer.  Capable of measuring atmospheric pressure to the nearest
mm of Hg.
5.2  Analysis                                                                      •
5.2.1  Filter Conditioning Environment.  Balance room or desiccator maintained
at approximately 25 °C and less than 10-percent relative humidity.  A desiccator    •
with fresh desiccant such as Drierite maintained in an air-conditioned room
provides a satisfactory conditioning environment.                                  •
5.2.2  Analytical Balance.  Equipped with a weighing chamber designed to
handle unfolded 20.3 by 25.4 cm (8 by 10 in.) filters and having a sensitivity     •
of 0.1 mg.
5.2.3  Light Source.  Frequently a table of the type used to view X-ray films.     •
5.2.4  Number Device.  Capable of printing identification numbers on the  filters.
                                                                                    I
     Neutral fiberglass filters having a collection efficiency of  at  least  99  per-
cent for particles of 0.3 ym diameter, as measured by the DOP test, are  suitable   •
for the quantitative measurement of concentrations of total  suspended particu-
lates  (ref. 6), although some other medium, such  as paper, may be  desirable for
                                                                                    I

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                                               A-7
some analyses.  If a more detailed analysis is contemplated, care must  be
exercised to use filters that contain low background concentrations of  the
pollutant being investigated.  Careful quality control is required to deter-
mine background values of these pollutants.

7.0  PROCEDURE
7.1  Sampling
7.1.1  Filter Preparation.  Expose each filter to the light  source and  inspect
for pinholes, particles, or other imperfections.  Filters with visible  Imper-
fections should not be used.  A small brush is useful for removing particles.
Print an identification number using the numbering device on the outer  edge of
the filters.  Equilibrate the filters in the filter-conditioning environment
(section 7.2) for 2 hours.  Weigh the filters to the nearest 0.1 mg; record
tare weight and filter identification number.  Do not bend or fold the  filter
before collection of the sample.
7.1.2  Sample Collection.  Open the shelter, loosen the wing nuts, and  remove
the faceplate from the filter holder.  Install a numbered, preweighed,  fiber-
glass filter in position (rough side up), replace the faceplate without dis-
turbing the filter, and fasten securely.  Undertightening will allow air
leakage; overtightening will damage the sponge rubber faceplate gasket.  A
very light application of talcum powder may be used on the sponge rubber face-
plate gasket to prevent the filter from sticking.  During inclement weather
the sampler may be removed to a protected area for filter change.  Close the
roof of the shelter, run the sampler for about 5 minutes, connect the rotameter
to the nipple on the back of the sampler, and read the widest part of the
rotameter float with the rotameter in a vertical position.   Estimate to the
nearest whole number.  If the float is fluctuating rapidly,  tip the rotameter
and slowly straighten it until the float gives a constant reading.  Disconnect
the rotameter from the nipple; record the initial rotameter  reading, the
starting time, and the date on the filter or other suitable  form folder.  (The
rotameter should never be connected to the sampler except when the flow is
being measured.)  Sample for 4 hours and take a final rotameter reading.
Record the final rotameter reading, ending time, and date on the filter folder
or other suitable form.  Remove the faceplate as described above and carefully

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                                     A-8
8.0  CALIBRATION
                                                                                  I
                                                                                  I
remove the filter from the holder, touching only the outer edges.  Fold the       •
filter lengthwise so that only surfaces with collected particulates are in
contact, and place in a manila folder.  Record on the folder or other suit-
able form the filter number, location, and any other factors, such as
meteorological conditions or razing of nearby buildings, that might affect the    _
results.  If the sample is defective, void it at this time.  In order to obtain   |
a valid sample, the flow rate of a high-volume sampler must be measured with
the same rotameter and tubing that were used during its calibration.              •
7.2  Analysis
     Equilibrate the exposed filters for 2 hours in a low relative humidity       |
(< 10 percent) and room temperature environment, then weigh to the nearest
0.1 mg.  After they are weighed, the filters may be saved for detailed chem-      •
ical analysis.

                                                                                  I
7.3  Maintenance
7.3.1  Sampler Motor.  Replace brushes before they are worn to the point where
motor damage can occur.
7.3.2  Faceplate Gasket.  Replace when the margins of samples are no longer
sharp.  The gasket may be sealed to the faceplate with rubber cement or
double-sided adhesive tape.                                                       _
7.3.3  Rotameter.  Clean as required, using alcohol.
                                                                                  I
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                                                                                  I
8.1  Purpose                                                                      _
     Since only a small portion of the total air sampled passes through  the       |
rotameter during measurement, the rotameter must be calibrated against actual
airflow with the orifice calibration unit.  Before the orifice calibration        g
unit can be used to calibrate the rotameter, the orifice calibration unit
itself must be calibrated against the positive displacement primary standard.     •
8.1.1  Orifice Calibration Unit.  Attach the orifice calibration unit to the
intake end of the positive displacement primary standard and attach a high-       •
volume motor blower unit to the exhaust end of the primary standard.  Connect
one end of a differential manometer to the differential pressure tap of  the       •
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                                           A-9
orifice calibration unit and leave the other end open to the atmosphere.
Operate the high-volume motor blower unit so that a series of different, but
constant, airflows (usually six) are obtained for definite time periods.
Record the reading on the differential manometer at each airflow.  The dif-
ferent constant airflows are obtained by placing a series of loadplates, one
at a time, between the calibration unit and the primary standard.  Placing
the orifice before the inlet reduces the pressure at the inlet of the primary
standard below atmospheric; therefore, a correction must be made for the
increase in volume caused by this decreased inlet pressure.  Attach one end
of a second differential manometer to an inlet pressure tap of the primary
standard and leave the other open to the atmosphere.  During each of the con-
stant airflow measurements made above, measure the true inlet pressure of the
primary standard with this second differential manometer.  Measure atmospheric
pressure and temperature.  Correct the measured air volume to true air volume
as directed in subsection 9.1.1, then obtain true airflow rate, Q, as directed
in subsection 9.1.3.  Plot the differential manometer readings of the orifice
unit versus Q.
                                                    •                      *
8.1.2  High-volume Sampler.  Assemble a high-volume sampler with a clean filter
in place and run for at least 5 minutes.  Attach a rotameter, read the float,
adjust so that the float reads 65, and seal the adjusting mechanism so that
it cannot be changed easily.  Shut off motor, remove the filter, and attach
the orifice calibration unit in its place.  Operate the high-volume sampler at
a series of different, but constant, airflows (usually six).  Record the
reading of the differential manometer on the orifice calibration unit and
record the readings of the rotameter at each flow.  Measure atmospheric pres-
sure and temperature.  Convert the differential manometer reading to m /min,
Q, then plot rotameter reading versus Q.
8.1.3  Correction for Differences in Pressure or Temperature.  See Addendum B,

9.0  CALCULATIONS
9.1  Calibration of Orifice
9.1.1  True Air Volume.  Calculate the air volume measured by the positive
displacement primary standard.

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                                    A-10
where
9.1.3  True Airflow Rate
                                     V
                                 Q - —
                                 V
where
                      3
      Q = Flow rate, m /min
      T = Time of flow, min.
9.2  Sample Volume
9.2.1  Flow Rate Conversion.  Convert  the  initial  and  final  rotameter readings
to true airflow rate, Q, using  the  calibration  curve of  subsection 8.1.2.
9.2.2  Volume of Air Sampled.   Calculate the volume of air sampled by
                            V  -
where
       V » Air  volume sampled,  m
       Q.  - Initial  airflow rate,  m /min
       Q-  = Final  airflow rate,  m /min
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      V  » True air volume at atmospheric pressure, m
       Si
      P  = Barometric pressure, mm Hg                                             _
      P  = Pressure drop at inlet of primary standard, mm Hg                      •
      V__ * Volume measured by primary standard, m  .
       M
9.1.2  Conversion Factors                                                          •
     Inches Hg x 25.4 * mm Hg.                                                     _
     Inches water x 73.48 x 10~  = inches of Hg.                                   I
     Cubic feet air x 0.0284 - cubic meters air.
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        T «" Sampling time,  min.

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                                             A-ll
9.3  Mass Concentration
     Calculate mass concentration of total suspended particulates by

                              (W- - W )  x 106
                        TSP - —	r,	
where
      TSP *
       W  » Initial weight of filter, g
      TSP * Mass concentration of total suspended particulates, yg/m
       W. « Final weight of filter,  g
                                 3
        V * Air volume sampled,  m
      10  » Conversion of g to yg.

10.1  REFERENCES
1.   C. D. Robson and K. E. Foster.   "Evaluation of Air Particulate Sampling
     Equipment."  Am. Ind. Hyg.  Assoc. J. 24 (1962):  404.
2.   G. P. Tierney and W. D. Conner.  "Hygroscopic Effects on Weight Deter-
     minations of Particulates Collected on Glass-Fiber Filters."  Am. Ind.
     Hyg. Assoc. J. 28 (1967):  363.
3.   Robert M. Burton et al.  "Field Evaluation of the High-volume Particle
     Fractionating Cascade Impactor — A Technique for Respirable Sampling."
     Presented at the 65th Annual Meeting of the Air Pollution Control Asso-
     ciation, June 18-22, 1972.
4.   Peter K. Mueller et al.  '"Selection of Filter Media:  An Annotated
     Outline."  Presented at the 13th Conference on Methods in Air Pollution
     and Industrial Hygiene Studies, University of California, Berkeley,
     California, October 30-31,  1972.
5.   F. Smith and A. C. Nelson,  Jr., "Guidelines for Development of Quality
     Assurance Programs and Procedures Applicable to Measuring Pollutants for
     Which National Ambient Air Quality Standards Have Been Promulgated,"
     Final Report, Research Triangle Institute, Contract No. EPA-Durham-
     68-02-0598, Environmental Protection Agency, Research Triangle Park,
     N.C.  27711, August 1973.
6.   J. B. Pate and E. C. Tabor.  "Analytical Aspects of the Use of Glass-
     Fiber Filters for the Collection and Analysis of Atmospheric Particulate
     Matter."  Am. Ind. Hyg. Assoc.  J. 23 (1962):  144-50.

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                                  A-12
                                    ADDENDA
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A.   ALTERNATIVE EQUIPMENT
     A modification of the high-volume sampler incorporating a method for         •
recording the actual airflow over the entire sampling period has been described,  ™
and is acceptable for measuring the concentration of total suspended particu-
lates (J. S. Henderson.  Eighth Conference on Methods in Air Pollution and
Industrial Hygiene Studies, Oakland, Calif. 1967).  This modification consists
of an exhaust orifice meter assembly connected through a transducer to a          f
system for continuously recording airflow on a circular chart.  The volume of
air sampled is calculated by the following equation:                              •
                                  V = Q x T
                                 3                                                I
     Q = Average sampling rate, m /min.                                           •
     T * Sampling time, minutes.                                                  _
The average sampling rate, Q, is determined from the recorder chart by estima-    |
                                                    3           3
tion if the flow rate does not vary more than 0.11 m /min. (4 ft /min) during
                                                                 33         •
the sampling period.  If the flow rate does vary more than 0.11 m   (4 ft /min)    p
during the sampling period, read the flow rate from the chart at 2-hour inter-
vals and take the average.                                                        •

B.   PRESSURE AND TEMPERATURE CORRECTIONS                                         •
     If the pressure or temperature during high-volume sampler calibration is
substantially different from the pressure or temperature during orifice           •
calibration, a correction of the flow rate, Q, may be required.  If the pres-     ™
sures differ by no more than 15 percent and the temperatures differ by no more    •
than 100 percent  (°C), the error in the uncorrected flow rate will be no more     •
than 15 percent.  If necessary, obtain the corrected flow rate as directed
below.  This correction applies only to orifice meters having a constant orifice  p
coefficient.  The coefficient for the calibrating orifice described in 5.1.4
has been shown experimentally to be constant over the normal operating range      •
                                        33
of the high-volume  sampler  (0.6 to  2.2 m /min; 20 to 78 ft /min).  Calculate
corrected flow rate:
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                                           A-13
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                                     T P
                                     12
                                           1/2
where
           Corrected flow rate, m /min
           Flow rate during high-volume sampler calibration (subsection
           8.1.2), m /min
           Absolute temperature during orifice unit calibration (subsection
           8.1.1), K or °R
           Barometric pressure during orifice unit calibration (subsection
           8.1.1), mm. Hg.
           Absolute temperature during high-volume sampler calibration
           (subsection 8.1.2), K or °R.
           Barometric pressure during high-volume sampler calibration (subsec-
           tion 8.1.2), mm. Hg.

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B-l
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.             .               APPENDIX B
•                       EXAMPLE CALCULATIONS
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1
B-2
1
Example Data Sheet

1
TABLE 1 1
SIMULATED TSP DATA FOR CANDIDATE AND
REFERENCE HI -VOL METHODS |
X
= TSP
ug/m3
Measured by Reference
Hi-Vol Method
459
419
375
334
310
305
309
319
304
273
204
245
209
189
137
114
Y
=TSP
Response
Measured by Candidate
Method
357
392
311
281
240
287
259
233
231
237
209
161
199
152
115
112
1

I

1

1

1

1

1
1
1

1
1
1
1

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Example:

B-3
Basic Worksheet Showing the Calculation Steps

V denotes Candidate Method Response, X denotes Reference Hi-Vol Responses
I
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1

1

1

1

1



1

1


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M
1

1

1
1
(yg/m3)
a) IX =
=
b) X" =
=
c) n =

Step (1)

Step (2)

Step (3)


Step (4)

Step (5)

Step (6)

Step (7)

Step (8)

Step (9)



Sum of X d) ZY = Sum of Y
4505 = 3776
Zx/n= Average of X e) 7 = Zy/n = Average of Y
282 = 236
Number of Test Pairs
16
Z XY = Sum of X times Y
= 1,170,731
(ZX) (ZY)/n
= 1,063,180
Sv.. = Z (X - X) (Y - Y), ZXY - (SX)(ZY)
*y — M 	
Step (1) - Step (2)
= 107,551
ZX2 = Sum of Each X Squared
= 1,404,543
(ZX)2/n = a2/c
= 1,268,439
S = Z (X - I)2 = Step (4) - Step (5)
XX
= 136,104
0
ZY = Sum of Each Y Squared
= 985,740
"> 9
(EY)Vn = dVc
= 891,136
o
$vv= Z (Y- Y> = St£P (7> ' SteP (8)
JJ
= 94,604


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                            B-4
                  s         '                                                  I
Step (10)     Z =  xy  = Slope of the Regression Curve
                  sxx                                                         •
              = Step (3) * Step (6)                                           I
              = 107,551/136,104 =  .79
Step (11)     I = 7 - Z X" = Y  intercept                                       •
              = e - Step (10)b                                                •
              = 236 - .79  (282) = 13.2                                        1
Step  (12)     r = Correlation Coefficient
                    2                2
       Sxx  -  Z(X  - X)c; Syv = Z(Y - Y)'; Syv = Z(X - X)(Y - Y);
      r =
                rt/V '  JJ

              =  Step (3)/[Step  (6)]1/2  [Step  (9)]1/2                          •
              = 107,551/[136104.J1/2 [94604]1/2                               |
              = _.95                                                           I
Step (13)    Method for Displaying Relationship                                •
            (a)   Equation of Regression Line                                  ™
                 Y » I + ZX
                 Y = 13.2.+ .79 X
            (b)   To predict the reference Hi-vol Method Value from
                 the actual value obtained by the candidate method, use
                  X - (Y - I)/Z                                               _
                 For example let y - 240 (units)                              |
            (c)   X = (240 - 13.2)7.79
                 X =  237   ug/m3                                             |
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                                     TECHNICAL REPORT DATA
                             (Please read Instructions on the reverse before completing}
 1. REPORT NO.
        OAQPS 1.2-114
                               2.
                                                              3. RECIPIENT'S ACCESSION-NO.
 4. TITLE AND SUBTITLE
                                                              5. REPORT DATE
        Guidance for Selecting TSP Episode Monitoring
        Methods
                                                                           Feb.  12, 1979
              6. PERFORMING ORGANIZATION CODE
7. AUTHOR(S)
                George Manire
                                                              8. PERFORMING ORGANIZATION REPORT NO.
9. PERFORMING ORGANIZATION NAME AND ADDRESS
        U.S.  Environmental  Protection Agency
        Monitoring & Reports Branch
        Monitoring Section, Monitoring  &  Data Analysis  Di\
              10. PROGRAM ELEMENT NO.

                    2AD889
              11. CONTRACT/GRANT NO.
 12. SPONSORING AGENCY NAME AND ADDRESS
         Office of Air,  Noise, & Radiation
         Office of Air Quality Planning  & Standards
         Research Triangle Park, NC  27711
                                                              13. TYPE OF REPORT AND PERIOD COVERED
              14. SPONSORING AGENCY CODE
 15. SUPPLEMENTARY NOTES
 16. ABSTRACT
         This guideline  explains the  principles of operation of the  two episode
         particulate monitoring methods  which are modification of  the reference
         method and the  procedures for establishing  a  site and season-specific
         relationship  between the high volume method and particulate methods
         other than the  modified reference methods.
17.
                                 KEY WORDS AND DOCUMENT ANALYSIS
                   DESCRIPTORS
b.lDENTIFIERS/OPEN ENDED TERMS
c.  COS AT I Field/Group
         Episode monitoring
  site-season relationship
18. DISTRIBUTION STATEMENT
         release  to  RO, state and  local
         agencies
19. SECURITY CLASS (ThisReport)
   unclassified
                                                                            21. NO. OF PAGES
20. SECURITY CLASS (Thispage)
   unclassified
22. PRICE
EPA Form 2220-1 (9-73)

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