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                       RESEARCH REPORTING SERIES
Research reports of the Office of Research and Development,
U.S. Environmental Protection Agency, have been grouped into
five series.  These five broad categories were established to
facilitate further development and application of environmental
technology.  Elimination of traditional  grouping was consciously
planned to foster technology transfer and a maximum interface in
related fields.  The five series are:

           1.  Environmental Health Effects Research
           2.  Environmental Protection  Technology
           3.  Ecological Research
           4.  Environmental Monitoring
           5.  Socioeconomic Environmental Studies

This report has been assigned to the ECOLOGICAL RESEARCH series.
This series describes research on the effects of pollution on
humans, plant and animal species, and materials.  Problems are
assessed for their long- and short-term  influences.  Investigations
include formation, transport, and pathway studies to determine the
fate of pollutants and their effects.  This work provides the
technical basis for setting standards to minimize undesirable
changes in living organisms in the aquatic, terrestrial and
atmospheric environments.
This document is available to the public through the National
Technical Information Service, Springfield, Virginia  22161.

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                                              EPA-600/3-75-010i
                                              September 1975
ANNUAL CATALYST RESEARCH PROGRAM REPORT APPENDICES

                     Volume VIII
                        by

        Criteria and Special Studies Office
         Health  Effects  Research  Laboratory
   Research Triangle Park, North Carolina  27711
       U.S. ENVIRONMENTAL PROTECTION AGENCY
        OFFICE OF RESEARCH AND DEVELOPMENT
        HEALTH EFFECTS RESEARCH LABORATORY
   RESEARCH TRIANGLE PARK, NORTH CAROLINA  27711

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                         CONTENTS

                                                            Page

CATALYST RESEARCH PROGRAM ANNUAL REPORT

    EXECUTIVE SUMMARY	   1
    INTRODUCTION	   5
    PROGRAM  SUMMARY  	   7
    TECHNICAL CONCLUSIONS	  17
    DISCUSSION	  22
    REFERENCES	  45

APPENDICES TO CATALYST RESEARCH PROGRAM ANNUAL REPORT

VOLUME  1
    A. OFFICE OF AIR AND WASTE MANAGEMENT

       A1. AUTOMOTIVE SULFATE EMISSIONS	   1

       A2. GASOLINE DE-SULFURIZATION - SUMMARY	53
           A2.1    Control of Automotive Sulfate Emissions
                   through Fuel Modifications	  55
           A2.2    Production of Low-sulfur  Gasoline	  90

VOLUME  2
    B. OFFICE OF RESEARCH AND DEVELOPMENT
       B1. FUEL  SURVEILLANCE
           B1.1    Fuel  Surveillance  and Analysis	1
           B1.2    The EPA  National  Fuels Surveillance
                   Network. I. Trace Constituents in Gasoline
                   and Commercial Gasoline  Fuel Additives   .  .  .19
       B2. EMISSIONS CHARACTERIZATION
           B2.1    Emissions Characterization Summary ....  44
           B2.2    Sulfate Emissions  from Catalyst- and Non-
                   catalyst-equipped  Automobiles	  45
           B2.3    Status Report:  Characterize Paniculate
                   Emissions - Prototype Catalyst  Cars  ....  68
           B2.4    Status Report:  Characterize Particulate
                   Emissions from Production Catalyst Cars  .  .  132
           B2.5    Status Report:  Survey Gaseous and Particu-
                   late Emissions  - California 1975 Model  Year
                   Vehicles	133
           B2.6    Status Report:  Characterization and Meas-
                   urement of Regulated, Sulfate,  and Particu-
                   late Emissions  from In-use Catalyst Vehicles -
                   1975  National Standard  :	134
           B2.7    Gaseous Emissions Associated with Gasoline
                   Additives - Reciprocating Engines. Progress
                   Reports and  Draft Final Report - "Effect of
                   Gasoline Additives on Gaseous  Emissions" .  .  135

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VOLUME 3
                                                                     Page

            B2.8    Characterization  of Gaseous Emissions from
                    Rotary  Engines usin^ Additive Fuel  -
                    Progress Reports	220
            B2.9    Status Report:  Exploratory investigation of
                    the Toxic and Carcinogenic Partial Combus-
                    tion Products from Oxygen- and Sulfur-
                    containing Additives	232
            B2.10   Status Report:  Exploratory Investigation of
                    the Toxic and Carcinogenic Partial Combus-
                    tion Products from Various  Nitrogen-
                    containing Additives	233
            B2.11   Status Report:  Characterize Diesel  Gaseous
                    and Particulate Emissions with Paper "Light-
                    duty  Diesel Exhaust  Emissions"	234
            B2.12   Status Report:  Characterize Rotary Emissions
                    as  a  Function of Lubricant Composition and
                    Fuel/Lubricant Interaction	242
            B2.13   Status Report:  Characterize Particulate
                    Emissions -  Alternate Power Systems (Rotary)  .  • 243
    B.3     Emissions Measurement Methodology
            B3.1    Emissions Measurement Methodology Summary.  .  •   1
            B3.2    Status Report:  Develop Methods for Total
                    Sulfur, Sulfate, and other Sulfur Compounds
                    in  Particulate  Emissions from  Mobile Sources ...   2
            B3.3    Status Report:  Adapt Methods for  SO- and  SO
                    to  Mobile Source  Emissions Measurements	   3
            B3.4    Evaluation of the  Adaption to  Mobile Source
                    SO,, and  Sulfate Emission Measurements of
                    Stationary Source Manual Methods	   4
            B3.5    Sulfate Method Comparison Study.  CRC APRAC
                    Project CAPI-8-74	17
            B3.6    Determination  of Soluble Sulfates in CVS
                    Diluted Exhausts: An Automated Method	19
            B3.7    Engine Room Dilution Tube Flow Characteristics.  .   41
            B3.8    An EPA Automobile Emissions Laboratory	52
            B3.9    Status Report:  Protocol to Characterize Gaseous
                    Emissions as a Function of Fuel and Additive
                    Composition  - Prototype Vehicles	89
            B3.10   Status Report:  Protocol to Characterize Particu-
                    late Emissions as a Function of Fuel and Additive
                    Composition	90
            B3.11   Interim Report and  Subsequent Progress Reports:
                    Development of a Methodology for Determination
                    of  the Effects  of Diesel Fuel and Fuel Additives
                    on Particulate Emissions	192

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                                                                      Page

          B3.12   Monthly Progress Report #7:  Protocol to
                  Characterize Gaseous Emissions as a Function
                  of Fuel and Additive Composition	200
          B3.13   Status Report: Validate  Engine Dynomometer  Test
                  Protocol for Control System Performance	218
          B3.14   Fuel Additive Protocol Development	221
          B3.15   Proposed EPA Protocol:  Control System
                  Performance	231

VOLUME 4
          B3.16   The Effect of  Fuels and  Fuel  Additives on Mobile
                  Source Exhaust Particulate Emissions	    1

VOLUME 5
          B3.17   Development of  Methodology to Determine the
                  Effect  of Fuels and Fuel Additives on the Perform-
                  ance of Emission Control Devices	    1
          B3.18   Status of Mobile Source  and Quality  Assurance
                  Programs	260

VOLUME 6
    B4.   Toxicology
          B4.1    Toxicology: Overview and Summary	    1
          B4.2    Sulfuric Acid Effect on Deposition  of Radioactive
                  Aerosol in the Respiratory Tract of Guinea Pigs,
                  October 1974	38
          B4.3    Sulfuric Acid Aerosol  Effects  on  Clearance  of
                  Streptococci from the Respiratory Tract of  Mice.
                  July 1974	63
          B4.4    Ammonium and  Sulfate Ion Release of Histamine
                  from Lung Fragments	  89
          B4.5    Toxicity of Palladium, Platinum and  their
                  Compounds	105
          B4.6    Method Development and Subsequent Survey
                  Analysis of Experimental Rat  Tissue  for PT,  Mn,
                  and Pb Content, March  1974	128
          B4.7    Assessment of Fuel Additives Emissions Toxicity
                  via Selected Assays of Nucleic Acid  and Protein
                  Synthesis   	157
          B4.8    Determination of No-effect Levels  of  Pt-group
                  Base Metal Compounds Using  Mouse  Infectivity
                  Model, August 1974 and November 1974 (2
                  quarterly reports)   	220
          B4.9    Status Report:  "Exposure of Tissue Culture
                  Systems to Air  Pollutants  under  Conditions
                  Simulating Physiologic States  of Lung and
                  Conjunctiva"	239

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                                                                       Page

          B4.10   A Comparative Study of the Effect of  Inhalation of
                  Platinum, Lead,  and O*her Base Metal Compounds
                  Utilizing the Pulmonary Macrophage as an  Indicator
                  of Toxicity	256
          B4.11   Status Report:   "Compare Pulmonary  Carcinogenesis
                  of Platinum Group  Metal Compounds and  Lead  Com-
                  pounds in  Association with Polynuclear Aromatics
                  Using m^ vivo  Hamster  System .  .	258
          B4.12   Status Report:   Methylation Chemistry of Platinum,
                  Palladium,  Lead, and Manganese	263
VOLUME 7
    B.5   Inhalation Toxicology
          B5.1    Studies on Catalytic  Components and  Exhaust
                  Emissions	1

    B.6   Meteorological Modelling
          B6.1    Meteorological  Modelling  -  Summary	149
          B6.2    HIWAY:  A Highway  Air  Pollution  Model	151
          B6.3    Line Source Modelling   	209

    B.7   Atmospheric Chemistry
          B7.1    Status Report:   A  Development of  Methodology to
                  Determine  the  Effects of  Fuel and  Additives on
                  Atmospheric Visibility   	233
                  Monthly Progress Report:  October 1974	255
          B7.2    Status Report:   Develop  Laboratory Method for Collec-
                  tion and Analysis of Sulfuric Acid and  Sulfates .  .  .  259
          B7.3    Status Report:   Develop  Portable Device for Collection
                  of Sulfate  and  Sulfuric Acid	260
          B7.4    Status Report:   Personal Exposure Meters for
                  Suspended  Sulfates	261
          B7.5    Status Report:   Smog Chamber Study of SO2
                  Photo-oxidation to  SO. under   Roadway
                  Condition	262
          B7.6    Status Report:   Study  of Scavenging  of SO  and
                  Sulfates by Surfaces near Roadways	263
          B7.7    Status Report:   Characterization of Roadside
                  Aerosols:   St. Louis Roadway  Sulfate Study	264
          B7.8    Status Report:   Characterization of Roadside
                  Aerosols:   Los Angeles Roadway Sulfate Study. .  .  .  269

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                                                                      Page
VOLUME
    B.8
8
 Monitoring
 B8.1    Los Angeles Catalyst Study.  Background Pre-
         liminary Report	
 B8.2    Los Angeles Catalyst Study;  Summary of Back-
         ground Period (June, July, August  1974) ....
 B8.3    Los Angeles Catalyst Study Operations Manual
         (June 1974, amended August 1974)	
 B8.4    Collection  and Analysis of Airborne  Suspended
         Particulate Matter Respirable to  Humans  for
         Sulfates and Polycyclic Organics (October 8, 1974)
                                                                        1

                                                                        13

                                                                        33
VOLUME 9
    B.9   Human Studies
                                                                    .  .194
          B9.1    Update of Health Effects of Sulfates,  August 28, 1974. .   1
          B9.2    Development of Analytic Techniques  to Measure
                  Human Exposure to Fuel Additives, March  1974 ....   7
          B9.3    Design of Procedures  for Monitoring Platinum
                  and Palladium,  April  1974	166
          B9.4    Trace Metals  in Occupational and Non-occupation-
                  ally Exposed  Individuals,  April  1974	178
          B9.5    Evaluation of  Analytic Methods for Platinum and
                  Palladium	199
          B9.6    Literature Search on the  Use of  Platinum and
                  Palladium	.209
          B9.7    Work Plan for Obtaining Baseline Levels of Pt
                  and Pd in  Human Tissue	254

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                      APPENDIX B8.1
                        Monitoring
               Los Angeles Catalyst Study
          Background Study Preliminary Report
Quality Assurance and Environmental Monitoring Laboratory
            Environmental Monitoring Branch
                        NERC/RTP
           Charles E. Rodes, Project Officer
                        8/6/74

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 Introduction
     The catalytic converter for the 1975 model year automobiles
 has been under test in various forms for some time by both EPA
 and other researchers.  The recent concern expressed over the
 inherently high sulfate and sulfuric acid aerosol levels produced
 by catalytic oxidation has increased the need to obtain background
 sulfate levels related to the catalytic converter.  Since the 1975
 model year catalyst equipped autos will appear in California in
 September or October 1974, it is important that a background
 sulfate study begin as soon as possible to obtain a data base.
 After the appearance of these cars it is estimated that at least
 three years of monitoring will be required in order to quantify the
 possible increase in sulfate levels attributable to the catalytic
 converter.  The California area in and around Los Angeles, California
 is the prime area for consideration for several reasons:  (1) all
 1975 California vehicles will be installed with catalytic converters,
 (2) the average sulfur content of California gasoline is 0.07 per
 cent as compared to the national average of only 0.03 per cent,
 (3) the traffic density on some of the freeways in Los Angeles exceeds
 200,000 cars/day, and (4) the low background S02 levels in Southern
 California reduce the possibility of formation of high sulfate back-
 ground levels.
 Purpose  •
     The main objective of this study is to obtain sulfate/pollutant
 concentration data before and after the 1975 model year catalyst
 equipped automobiles are introduced by monitoring the ambient air
 adjacent to heavily traveled highways.  The period of sampling before
 October, 1974 is designated the Background Catalyst Study.  This
 data will be analyzed and compared to data collected after October
 to determine if the catalytic converter will significantly increase
 the ambient sulfate/pollutant background level in the L.A. area.
 Other objectives include correlating the sulfate levels with the
meteorology and other automobile-related pollutants such as

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 carbon  monoxide,  methane/non-methane  hydrocarbons, nitrogen dioxide  -
 nitric  oxide,  total  sulfur,  lead,  nitrates  and  total suspended  particulates
 (TSP).
 Scope and  Background
     A  single  site in  the Los  Angeles area  was  selected for an  initial
 background study  after considering the factors,  previously listed
 in item 1, and the available resources to  initiate the study  in Fiscal
 Year 1974.  Since the  purpose  of this background  study is to  establish
 the present levels of  sulfate/pollutants at the  roadside and  to separate
 the contribution  of sulfates and other-pollutants from the automobiles
 as opposed to  the background levels of pollutants, the sulfate/pollutants
 up-wind and down-wind  of the freeway  must  be monitored. In order for
 the difference between the upwind  and downwind  measurements to  be
 significant, the  background  levels should  preferably be as low  as
 possible to prevent small  changes  from being obscured.  The desired
 site selection criteria  were:   (1) a  predominant  wind direction
 perpendicular  to  the freeway,  (2)  low background  sulfate/pollutant
 levels  (away from stationary sources  or high smog density areas),
 (3) adequate site area on both sides  of the freeway for trailer set-up,
 (4) as  little  difference as  possible  between the  freeway road level
 and the sampling  level,  (5)  adequate  electrical  power adjacent  to
 the trailer sites, (6) a traffic density of more  than 100,000 cars/day,
 (7) the availability of overpasses from which vehicle counts, speeds
 and mix can'be obtained, and (8) simple site leasing arrangements.
     The selection of  possible sites  was made using the preceding
 criteria.   An  area located on  the  San Diego Freeway (405) approximately
 0.5 km  north of the Wilshire Blvd. interchange  was selected.  This
 site has the following advantages:  (1) predominant wind from west
 perpendicular  to  freeway, (2)  not being influenced by major stationary
-.sources of sulfur dioxide and  sul fates, (3) traffic density greater
 than 170,000 cars/day, (4) adequate site area on both sides of  freeway,
 (5) highway level only 4-5 feet above grade, (6)  adequate power,
 (7) overpasses are available from which vehicle parameters can  be
 monitored, and (8) the property is federally owned  (VA Hospital)
 simplifying the lease.

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         The pollutants to be measured and the  methods  of measurement
    are determined by priorities and resources, and  availability of
    monitoring techniques.  Since the monitoring will be  carried out  by
    EPA personnel, the resources of the Environmental Monitoring Branch,
    Quality Assurance and Environmental Monitoring Laboratory will  be
    paramount.  The principal means of collection of sulfate will be  by
    high volume samplers at each site programmed to  operate from 6-10 a.m.,
    3-7 p.m. or on a continuous 24-hour cycle.   The  morning and  evening
    4-hour intervals should delineate the  peak  traffic  periods.   The
    filters from these hi-vols will  be analyzed initially for total
    suspended particulate, nitrates, and lead,  as well  as sulfate.  For
    comparison purposes membrane samplers  will  be run in  parallel with
    the hi-vols.   Cascade impactor samples will  be collected for further
    information on particle sizes and fractions.  The total sulfur  in the
    gas phase minus sulfides as measured by continuous  flame photometric
    detectors will  also be monitored on an experimental basis as  resources
    permit.  Initial  studies with paralled FPD's  will also be made  to
    determine the magnitude of aerosol  sulfate  interference as well as  the
    background sulfur dioxide to total  sulfur ratio.  In  order to get more
    specific long term sulfur dioxide values, 24-hour sulfur dioxide  impingers
    will  be operated on a continuous basis.  The continuous carbon  monoxide
    levels will  be monitored to establish  correlations  with sulfate concen-
    trations and  as a tracer for transport verification.   It is  also  highly
    desirable to  quantify the existence of H2S04  aerosol  and for total
    acidity.   However, the technology available  for  making these  measurements
    is  limited.   Two approaches for  obtaining measurements will  be  pursued:
    (1)  obtain at least one of the prototype HpSO. aerosol monitors being
    developed under contract to NERC through the  Chemistry and Physics
-" - laboratory, when these prototypes become available, and (2)  obtain  at
     , * _  . --^
    least one of  the new dichotomous samplers developed by Dzubay and Stevens
    of  CPL and have the filters analyzed on a routine basis for  total acidity.
    Other technology available from  this laboratory  will  also be  sought
  •  and  used as  it  becomes available.   If  these  techniques do not become
    available or  do not generate valid  data, no  HpSO. and total  acidity
    background data will  be available for  the Background  Sulfate  Study.

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       The  site  location  in  Los Angeles and the site layout are shown
  in Figures  1,  2,  and  3.  The arrangement of samplers are designed to
  pin-point the  origins of sulfates/pollutants in relation to the freeway
  line-source.   Depending upon the  evaluation of the data as the study
  progresses, additional  sites may  be temporarily added upwind to determine
  sulfate contribution  from  other source and downwind to measure the
  transported concentrations at the nearest residential area.
       Meteorology  data is extremely important and stations established
  to record the  wind  flow adjacent  to all sites.  The wind direction is
  needed to establish the background source area and the wind angle
  with  the  freeway.   The wind speed is needed to establish turbulence levels
  and stability  classes.
       The  determination of  ambient platinum and palladium "levels are
  also  desireable if  a  suitable analysis procedure ran be developed for
  the hi-vol  filters.   An other alternate approach being investigated
  is the collection of  a  larger particulate sample by baghouse
  collection.  If successful, this  sample can also be utilized to
  determine the  analytical minimum  detectable limits for Pt and Pd.
  Other pollutants  which may be added after the study is underway are
  nitrogen  dioxide  -  oxides  of nitrogen, and ammonia using chemiluminescent
  analyzers,  methane/non-methane hydrocarbon using automated gas
  chromatographs, and ozone  by chemiluminescence.
  Laboratory  Sample Preparation and Analyses
       In order  to  provide rapid collection and analyses of samples, it
  is imperative  that  laboratory facilities be located within short commuting
  distance  of the monitoring sites.  For the background  study the
  laboratory  work is  under contract until October 1974 to Rockwell International
  in Thousand Oaks, California.  Their functions include (1) pre-weighing
 .a'nd conditioning  of all filters,  (2) preparation of S0ฃ bubblers,
•  ('3) analysis of all samples - S02 for the bubblers, sul fates, nitrates,
  lead-and  TSP for  the  filters, (4) preparation of the data forms, and (5) runni
  constant  quality  assurance checks to assure valid data.  For the background
  study only  TSP will be  determined on the membrane filter in order to
  conserve  resources  and  provide arcnived filters for later testing.

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         The  quality assurance program for  the  Background Catalyst Study
    will  be adopted  from procedures  approved  by QAEML for CHESS/CHAMP
    laboratory  analyses.  Because  of the  importance of valid data, continuous
    external  audit checks will  be  made by QAEML and other laboratories to   -
    verify the  quality of the analyses.
    Traffic Characterization
         In order to correlate the monitoring data with the vehicle activity
    on  the freeway,  a procedure for  determining the traffic count and the
    number and  ratio (mix) of catalyst-equipped cars to older models must
    be  developed.  Under contract  68-02-1081  (Task Order 1) Rockwell
    International is providing assistance by designing a traffic count/speed/mix
    procedure that will  be statistically  valid  for this study.  The traffic
    counting will either be accomplished  with roadbed sensors or radar.
    The traffic mix  will  probably  be determined from time lapse photography.
    Data  Reduction
         The collection  of continuous  pollutant and meteorology data during
    this  study will  be made on  strip chart  recorders.  Manual hourly averages
    will  be determined by the station  operator  and transferred to a SAROAD
    format data sheet.   The SO^ impinger  data and filter analysis data
    (i.e. sulfates,  nitrates, lead,  and TSP) will be transferred to SAROAD
    forms by Rockwell.   All  SAROAD forms  will then be sent back to NERC
    for processing by the Office of  Statistical  Services (OSS) of QAEML.
    The appropriate  output data will  be determined by OSS in order to
    statistically characterize  the sulfate/pollutant contributions from
    the freeway.  In order to assure rapid  data  turn around, alternate
    methods of data  reduction system are  also being considered.
    Routine Operation Schedule
        The routine operation  of all  samplers  is shown on the operation
- .__  schedule in Figure 4.   The  schedule will require the following number
    of "analysis for  each  30 days:  60  S09 impinger samples,  200 Hi-Vol
     >.    .                       ——  ^                  ____
    Filters for TSP,  sulfates,  nitrates,  and lead 6ฃ membrane filters
    for TSP (and future  analyses for sulfate, nitrates, and  lead), and JjO
    sets of cascade  plates plus  backup filter.

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Preliminary Results - Background Study
     Sampling was initiated on 6/1/74.  The meteorological  data
measured at the study site has been compiled for the month  of
June 1974.to determine the validity of the site selection for
obtaining the project objectives. Independent analysis for  lead,
sulfates and nitrates of selected samples indicated good agreement
with the reported results by the contractor.  In order to measure
the increase in sulfate/pollutant levels due to catalyst equipped auto-
mobiles the relation of wind direction with respect to the  sources
and sampling sites is extremely important.  Ideally when the wind
direction is perpendicular to the roadway, the pollutant concentrations
measured by identical upwind and downwind samplers can be subtracted
to determine the contributions of S04/pollutants to th<  ambient air.
Changes in these differences (or delta values) from before  and after
the 1975 cars would indicate changes in exhaust emissions.   Wind
directions were tabulated as a function of the percentage of time from
various arc sectors, and it was determined that the wind is within the
quadrant -45ฐ on either side of the freeway perpendicular 51.8% of
the time.  This compares very favorable with the 13.2, 15.3, and 20.0%
duration of wind directions in the other three quadrants.  In terms
of time-of-day the wind directions remained in the desired
perpendicular quadrant for 10-12 consecutive hours daily, always
spanning the 3-7 p.m. evening rush hour traffic period, but only
occasionally including the 6-10 a.m. period.  Similarly the wind speed
distribution with time-of-day showed the most predominant winds spanning
the 3-7 p.m. time interval but diminishing markedly during the 6-10 a.m.
period.
                                                  sV'"

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       The correlations and trends that have been drawn from the pollutant
  concentration data thus far have been limited because of insufficient
  data.  Qualitatively, the CO pollutants generated principally by automobiles,
  show distinct delta values with the downwind concentrations being as
  much tas 10 to 15 times the upwind values.  Preliminary data indicates lead
  delta values of up to Syg/m3.  Both the sulfate and nitrate delta values
  indicated a slightly positive (<5%) influence of the automobiles on
  the initially present upwind sulfate and nitrate concentrations.  Because
  of insufficient data at present, the statistical significance of this
  influence cannot be determined.  The contribution of the freeway to the
  downwind particulate loading appears to be moderate with ranges of particu-
                                     3
  late delta values from 20 to 50pg/m .
  Discussion and Conclusions
       Even with only a month of on-site data the selection of the present
  Catalyst Study site appears to have been justified.  The frequency of
  the wind direction perpendicular to the San Diego Freeway is as great as
  could be expected in the Los Angeles area.  This situation should provide
  the maximum available wind transport hours in order to determine the
  impact of automobile sulfate/pollutant emissions on the ambient air
  adjacent to the freeway.  In this regard additional samplers that operate
  on shorter time intervals may be required to obtain additional  information
  from the morning 6-10 a.m. rush hour traffic.  The addition of a second
  sampling site to obtain additional information is also being considered.
  The purpose of the second site will be to gather information as to the
  origin of the sulfate collected by the upwind background samplers and/or
  the contribution effect of complex sources (e.g. shopping center parking
  areas) on the ambient sulfate/pollutant levels.
       The pollutant concentrations studied thus far indicates that the
 ^contribution by the pre-1975 automobiles on the freeway can be observed
•  b'y delta values obtained from the upwind to downwind samplers.  The variability
  of the wind direction during the 6-10 a.m. rush hour period was not expected
  and sampling schedule changes to obtain data during this period may

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be made.  Enhancement of the participate size fraction data using
additional cascade impactors and a new separation collector developed by
the Chemistry and Physics Laboratory will be attempted in order to
better characterize the sources of ambient sulfates and acid aerosols.
Addition of the total gaseous sulfur flame photometric detectors should
provide information on the levels of sulfides in the gas phase as well
as correlation data from the SCL bubblers.
     The installation of traffic count/speed sensors should provide
additional information with which to correlate the concentration data.
Procedures for obtaining the traffic mix using time lapse photography
are still being discussed.
     All indications at this preliminary stage are that the background
study site will provide not only the necessary background concentration
levels, but also be suitable for the long term  post-1975 rnodel year
monitoring study.  The present study protocol provides the best present
technology for determining the input of the catalyst automobiles on the
ambient air.  The important pollutant which is presently not technically
feasible to monitor is sulfuric acid aerosol.  Because the l^SCty aerosol
cannot be measured directly, subsiding measurements to extrapolate the
acid aerosol concentration levels are being made.  The addition of other
subsidiary measurements is being considered although the amount of time
remaining before the 1975 automobiles appear on the road to obtain
background data is very short.

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           APPENDIX B8.3









        LOS    ANGELES



    CATALYST    STUDY



OPERATIONS    MANUAL
            JUNE,  1974



       Amended AUGUST, 1974
                •53

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                                             ROTECTION AGENCY
         Cnarlrs  E.  Rod                                              ป-        8'  1974
         FSS,  ;.,,.,,  Q;.L":;L
         LACS  Pjality Assurance Program
   7'.':ore is  .- siiijnerdiiij entitled  "Ec.uipiaent and Operation
         Descriptions."  Y.iis portion describes  in detail the sst-un, start-up,
         checK-'.i.'t s atiii c.'.iration of eich of iiie i:oni tor ing  sysue.iis.  So. ,a of the
         procedures su;h  as fo*A tin  2';-hour bubbler are r;ore cietailrd than Other
         procedures,  since they were v.ritten originally for  inexperienced non EPA-
         personr.el .

              Also, und'-r tl;a sections  A  thru G, are described  the daily and weekly
         checks raruir: '  i'ar  eac.h of t!^e  ir.cni tori ng syst'.'S.  Laboratory rnd field
         calibration  p/ac \ "ra-s are  also  inclrdaci.  Section  E contains an additional
         exiat'iiil  a'jd'i [ '-aaaaurc for ;he CO spaii cas cal ibrations to insure tiie
         long xar:1 reli.:  ility cf i;:a indica'aa;;  cc.^csntrarioiiS.   The particulate
         sampler c-'ascri'e ic :s undc.r  sections /, thru C incluae proced,;res for validating
         the filters  t;.~   '•? t/ay are snnr to facia.;? 11 for analysis.  /Ml of the
         r.oniicring sy:."  ,s ; ave rr/'ti;,e  i ,nir; .cn'rice schedules.   For the systems  using
         strip c::~rt  iv.e: ' . rs, th
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                              - 2 -
     After the-  Operator has transferred the strip  chart data (except
for r.eceorolc;/)  to  the S/.^IAD forms, t.'ie data is  returned to ,'JERC where
it is lor'jio rr.d  sent  to Statistical Services for  printout.   .Meteorology
strio cures are  s^nt  to Coo Far.khauser for inspection  and reduction to
S/T,C,",0 for.':?!.  T.^ese  S/.r>0;,D forms are also sent to  Statistical  Services.
After t!;c prinLj-jLS  are received the data clerk v/ill  then  audit  the
priiUc.;ts foi' cc> isistc-ncy.   The procedure to follov/  for printout validation
is a "15..0 in Section H.
                                       35

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Introduction
     The catalytic converter for the 1975 model  year automobiles
has been under test in various forms for some time by both  EPA
and other researchers.  The recent, concern expressed over the
inherently high sulfate and sulfuric acid aerosol  levels  produced
by catalytic oxidation has increased the need to obtain background
sulfate levels related to the catalytic converter.  Since the 1975
model year catalyst equipped autos will appear in  California in
September or October of 1974, it is important that a background
sulfate study begin as soon as possible to obtain  a data  base.
After the appearance of these cars it is estimated that at  least
three years of monitoring will be required in order to quantify the
increase in sulfate levels attributable to the catalytic  converter.
The California area in and around Los Angeles is the prime  area
for consideration for several reasons:  (1)  the 1975 California
vehicles will be installed with catalytic converters, (2)  the
average sulfur content of California gasoline is 0.07 per cent,
as compared to the national average of only 0.03 per cent,  (3) the
traffic density on some of the freeways in Los Angeles exceeds
200,000 cars/day, and (4) the low background S02 levels in
Southern California reduce the possibility of high sulfate  background
levels from stationary sources.
Purpose
     The main objective of this study is to obtain sulfate concentration
data by monitoring the ambient air adjacent to a heavily  traveled
highway before and after the 1975 model year catalyst equipped
automobiles are on the road.  This sulfate data will then be analyzed
to determine if the catalytic converter will significantly increase
the sulfate background level generated in the L..A. area.   Other
objectives include correlating the sulfate levels with the meteorology
and other automobile-related pollutants such as CO, N0ฃ - NOX, Pb
and hydrocarbons.

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Scope and Background
     A single site in the Los Angeles area was selected
for an initial background study after considering the
previously cited factors, and resource limitations
to initiate the study in Fiscal Year 1974.  Since the
purpose of this study is to segregate the contribution
of sulfates from the automobiles as opposed to the
background, the sulfate up-wind and down-wind of the
freeway must be monitored.  In order for the difference
between the upwind and downwind measurements to be
significant, the background level  should preferably be
as low as possible to present small changes from being
obsured.  The desired site criteria were:  (1)  a
predominant wind direction perpendicular to the freeway,
(2)  a low background sulfate level (away from stationary
sources or high smog density areas), (3) adequate site
area on both sides of the freeway for trailer set-up,
(4)  as little difference as possible between the freeway
road level and the sampling level, (5) adequate electrical
power adjacent to the trailer sites, (6) a traffic density
of more than 100,000 cars/day, (7) the availability of
overpasses from which vehicle counts, speeds and mix can
be obtained, and (8) simple site leasing arrangements.
     The selection of possible sites was made using the
preceding guidelines and narrowed down to four.  Weighing the
desired critera for each site produced one site, which,
although not ideal  in several aspects, was superior overall.
This site is located on the San Diego Freeway (405)
approximately 0.5 km north of the Wilshire Blvd. interchange.
This site has the following advantages:  (1)  predominant wind
from west perpendicular to freeway, (2) possible low background
of sulfate, (3) traffic density greater than 200,000 cars/day,
(4) adequate site area on both sides of freeway, (5) highway
                          37

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level only 4-5 feet above ground,  (6)  adequate power,
(7) overpasses are available from  which vehicle parameter
can be monitored,  and (8) property is  federally owned
(VA Hospital) simplifying the l^ave. Proposed site layout
is shown in Figure 1.
     Meteorology stations must be  established on both  sides
of the freeway to  establish the wind  flow adjacent to  both
trailers.  The wind direction is needed to establish the
background source  area and the angle  with the freeway.
The windspeed is needed to establish  turbulance levels and
stability classes.  The relative humidity and temperature
are also desireable, since sulfate formation studies have
shown correlations with these parameters.
     The pollutants to be measured and the methods of  measurement
are determined by  priorities and resources.  Since the first
5-6 months of monitoring w-ll be carried out by EPA personnel,
the resources of the Field Studies Section and the Environmental
Monitoring Branch  will be paramount.   The principal source
of sulfate data will be collected   by three high volume samplers
at each site programmed to operate from 6-10 a.m., 3-7 p.m.
and 24 hours.  The filters from these hi-vols will also be
analyzed initially for TSP, nitrates,  and lead, as well as
sulfate. For comparison purpose membrane samplers will be run
in parallel with the hi-vols.  The filter porosity will be 0.45
micron to obtain the respirable size  fraction.  Comparison of
membrane filters will be made with the glass fibers filters
to determine differences especially in sulfate level.   Periodic
cascade impactor samples will be collected on certain  membrane
samplers for further background information.  The total sulfur
minus sulfides as  measured by flame photometric detectors will
also be monitored.  Initial studies with parallel FPD's will also
be made to determine the magnitude of aerosol sulfate  interference
as well as the background S02 to total sulfur ratio.  In order
                          38

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to get more specific long term S02 values, 24-hour SOp impingers will  be
operated on a continuous basis.  The continuous carbon monoxide levels
will be monitored to try to establish correlations with sulfate
concentration.  It is also desireable to quantify the existence of FUSO,
aerosol, however, the technology available for making these measurements
is not immediately available.  Two approaches for obtaining acid mist
measurements will be pursued:  (1)  obtain one of the prototype FUSO.
aerosol monitors being developed under contract to NERC through the
Chemistry and Physics Laboratory, when these prototypes become available,
and (2) determine whether the new H2S04/(NH.)2SO. nephelometer system
developed by Charlson, et. al. is a feasible field monitor for this study.
     The determination of ambient platinum and palladium levels are
desireable, if a suitable analysis procedure can be performed on the
hi-vol  filters.  An alternate approach is to utilize a particulate
collection device such as a small baghouse to rapidly obtain a very
large sample for noble metal analysis.  Other pollutants which may be
added after the study is underway are N(L and total NO , using chemiluminescent
                                        ฃ             X
analyzers, methane/non-methane hydrocarbon using automated gas chromatograph,
and ozone by chemiluminescence.
Project Start-Up
     The proposed schedule for start-up of the LACS is shown in Figure 2.
The assumptions made .include:  (1) an estimated 3 weeks for establishment
of electrical power on both sides of the freeway, (2) 5 day transit time
for transporting the trailers from St. Louis, (3) 2 days set-up for the
trailers (without instruments) on-site, (4) one day transit time for the van
and trailer to be brought to L.A. from San Diego, (5) two day for clearing  and
leveling trailer sites, (6) one week's construction time for the high-vol
membrane sampler stands, (7) 2 day set-up of met towers, (8) one week
installation and start-up of continuous analyzers, (9) 2 day set-up of high
vols and membrane samplers, and (10) one week of checking operation schedule
and data reduction procedures.
                                     ,39

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     Under EPA contract 68-02-1081  (Task  Order  1)  Rockwell  is  to  assist
in providing site access and  the required utilities.   Specifically
arrangements shall  be made by Rockw^1!  with  the Department  of
Transportation to (1) allow the chain  link fence on Sepulveda  Blvd.
to be temporarily removed, and (2)  arrange to have the power poles,
lines, boxes, and meters installed  on  both sides of the freeway
at the two trailer sites and  the cemetery site  for the hi-vol
platform.
     After the trailers are installed  EPA will  provide for  access
gates to be installed in the  freeway right-cf-way fence on  the
Sepulveda side and in both fences adjacent to the sidewalk  to  allow
access to the freeway right-of-way  on  the hospital side.   It will
also be desireable to put a fence around  the trailer on this side
for security purposes.
     The man-power required for start-up  will include three persons
from the Field Studies Section.  Mr. Rodes will supervise the  installation
and scheduling, and also assist in  instrument start-up.  Two technicians
skilled in set up of the trailers,  hook-up of the power,  construction
and set-up of the hi-vol stands and set-up of the met towers will
also be required.  As soon as the mechanical operations of installation
are completed, one of these persons will  return to NERC and the other
will assist in start-up of the instruments.   The start-up and  calibration
of the continuous instruments including the  impingers, hi-vols, and
membrane samplers, should take one  week.   After this period the station
operator from NERC/RTP will arrive  to become familiar with  the site
operation and take responsibility for its operation.
Traffic Characterization
     In order to correlate the monitoring data with the vehicle
activity on the freeway, a procedure for  determining the traffic
count and the number and ratio of catalyst-equipped cars to older
models must be developed.  Under the previously mentioned contract,
Rockwell is providing assistance by designing a traffic count/mix
procedure that will be statistically valid for this study.   Determination
of average vehicle speeds may also be measured, depending on the
                                '40

-------
type of counting devices selected.   The traffic counting will  either
be accomplished with roadbed sensors or radar.   The traffic mix will
probably be determined from time lapse photography.
Data Reduction
     The collection of continuous pollutant data during this study will
be made on strip chart recorders.  Manual  hourly averages will  be
determined by the station operator  and transferred to a SAROAD format
data sheet.  The continuous meteorology data will  be reduced by the
Meteorology Laboratory at NERC.  The S0?  impinger data and filter
analysis data (i.e. sulfates, nitrates, lead, and TSP) will be transferred
to SAROAD forms by Rockwell.  All SAROAD forms  will then be sent back
to NERC for processing by the Office of Statistical Services Staff
(OSSS) of QAEML.  The appropriate output data will be determined by
OSSS in order to statistically characterize the sulfate contribution
from the freeway site.  In order to assure rapid data turn around,
alternative methods of data reduction such as a desk top minicomputer/digitizer
system are also being considered by the Environmental Monitoring Branch.
Routine Operation Schedule
     The routine operation of all samplers is shown on the operation
schedule in Figure 3.  The schedule will require the following number
of analysis for each 30 days: 60_ S02 impinger samples, 200 Hi-Vol
Filters for TSP, Sulfates, Nitrates, and Lead,  &0 membrane filters for
TSP, Sulfate, Nitrates, and Lead, and 10 sets of cascade plates plus
backup filter.
Equipment Requirements
     The sampling equipment required for this study is listed in
Table I.  The spare samplers needed for backup are also listed.
                               41

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  Table 1.  Equipment Required

            Meteorology
            Wind Speed
            Wind Direction              3 complete stations*
            Relative Humidity
            Temperature
            Pollutants
            2 CO Analyzer Systems
            2 SOp Impinger Boxes
            2 SOp Continuous FPD monitors w/o filters w/scruf-jers
          **2 SOp Continuous FPD monitors w/filters w/o scrubbers
            6 24-hour hi-vols
            4 4-hour hi-vols
            2 24-hour membrane samplers (0.45 u filters)
            4 4-hour membrane samplers (0.45 y filters)
            1 24-hour cascade/membrane sampler
            Spare
            2 CO Analyzer Systems
            2 SOp Impinger Boxes (complete)
            2 hi-vols
            2 membrane samplers
            1 cascade head

            Other Equipment
          ***4 platforms for hi-vols and membrane samplers
             1 trailer (van) for storage
  *0nly two stations have humidity and temperature
 **Experimental.  Will be operated for only 30 days.
***To be build on site from locally purchased materials.
                            ,'42

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                                    .46

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III.   AIR SAMPLING  FOR  PARTICULATE MATTER
      A.   Sampling  Equipment
          1.   The sampler  consists of a blower unit to which is
              attached  a filter  holder or adapter.  This  adapter
              itself consists  of two parts:  the cone-shaped
              stainless steel  filter support screen and an open
              rectangular  face plate of cast iron with a sponge
              rubber gasket.   In sampling, a filter is placed
              between the  filter support screen and the
              gasketed  face  plate.  The adapter screws onto the
              blower unit  using  a circular rubber gasket to
              make  an airtight seal.  The sampler is  identified by
              a manufacturer's number on the blower unit.  Use
              this  number  in  report samples collected and not a
              number prefixed  by PHS found on some samplers.
          2.   The sampler  is  designed to operate with the filter  in a
              horizontal position.  A standard shelter is provided for
              protection.  The shelter is readily converted into  a
              shipping  container if it becomes necessary to ship  the
              sampler.
                      48

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3.  The sampler operates on 110 VAC and requires
    approximately 5 amps (550 watts).  One some
    samplers a switch is incorporated in the connecting
    cord.  A 3 conductor extension cord of at least 16
    gauge wire should be used to connect the sampler to
    the nearest electrical  outlet.
4.  Under normal operating  conditions with a clean filter
    in place the Dickson Recorder should read in the range
    of 40'- 60.  In some instances due to low operating
    voltage, worn motor, etc., the reading may be somewhat
    lower.  Low readings are to be questioned and the
    cause determined in order to avoid large errors in
    the measurement of the  volume of air sampled.  To
    properly cool the motor a recorder reading of 35 or greater
    should be maintained.  Therefore, the sampler should not be
    operated for any appreciable length of time at flow readings
    less than 35 cfm.  Very seldom are the particulate levels
    high enough to cause the flow to drop below this reading.
    If the filter becomes wet during a severe storm the
    motor may overheat sufficiently to damage it beyond
    repair.  It is hoped that the standard shelter will provide
    adequate protection under all weather conditions.
Measurement of Air Flow Through Filter
1. To obtain a flow measurement we are using a Dickson
    Mini-corder and it is permanently installed on the
    front of the sampler shelter.  This recorder will
    provide continuous flow readings and is attached via a
    section of tygon tubing to the blower housing.  The
    recorder is activated via the timer and is pre-set
    each sampling period to the appropriate starting time.
    The recorder will then  indicate the starting time,
    stopping time and any power interruptions as well as
    the flow during the operating period.
                 •49

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2.  It is necessary to properly identify the  chart
    as it can be correlated to the  particular
    sample it operates with.  The following  information
    should be written on the reverse side of  the  chart.
    a)  filter #
    b)  date and time it is .to run
    c)  station number and/or location
    d).  operator's initial
    e)  any other information to assure a good sample

3.  The total flow should be the average flow based on
    hourly reading divided  by the number of  hours operated.
Filter Medium
1.  The filter used for collecting  the particulate  matter
    is made of glass filbers smaller than 1  micron  in
    diameter.  In the manufacture of the filter paper a
    small amount of organic material is incorporated
    to act as a binder thereby increasing the strength
    of the paper.  Since the presence of the  organic
    binder is undesirable for air sampling,  the paper is
    heated to a high temperature for a short time to
    remove the binder before the paper is cut into  sheets.
    This explains the term "flash fired" commonly used
    in the description of the filters.
2.  While the filters are reasonably strong,  they should be
    handled with a great deal of care.  Each filter has
    been weighed, therefore, it is very important that
    the filters remain intact.  Extra precautions should
    be taken when moving the filter from the sampler as  in
    this case only the edges of the filter can be used
    for removing and folding the filter.  Handling the
    filters with dirty fingers may contaminate the
    paper.  Reasonable precaution should be  exercised to
    prevent this.  Do not use a damaged filter for the
    collection of a sample.
                50

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Collecting the Sample
1.  The sampling schedule provided each participating
    agency lists the day in each period on which
    sampling is to begin and the hour of the day
    selected for starting the sampler.  The sampler
    should be run for a total of twenty-four hours.
2.  Open the roof of the shelter, remove the cover
    board and place it below the sampler in the "baffle
    position" as shown in Figure 8 of the instructions
    for assembly of the shelter.  A heavy object
    (such as a brick) should be placed on the board
    to hold it in position.
3.  Unscrew the four wind nuts holding the face plate
    until the bolts can be pushed back sufficiently to
    permit the removal of the plate.  In some cases
    it may be necessary to lift the sampler and rotate
    it slightly so that the filter holder will rest
    on the sides of the shelter while the face plate
    is being removed.  Remove the face plate by
    lifting up carefully.  If the screen appears
    dirty it should be wiped off with a clean cloth.
4.  Place a clean filter in position of the screen
    of the filter holder.  The smooth side should be
    placed down.  Be sure the filter is centered on
    the folder so that when the face plate is in
    position the gasket will make an airtight seal on
    the outer edges of the filter.  Examination of
    the filter at the end of a sampling period will
    show if the filter was properly placed and sealed.
    The edges of the sample area should be quite
    straight with a one-half inch clean margin on all
    sides.
          51

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Place the face plate in position on the filter
holder being careful not to move the filter out
of position.  Move the bolts into place and
gently tighten the wing nuts.  It is important
that the wing nuts be tightened evenly and
properly to prevent air leakage around the filter.
On the other hand if they are too tight the gasket
becomes flattened and will  not recover its
elasticity sufficiently to seal properly.   If the
face plate has not been sufficiently tightened the
edges of the sample area wil"! be inegular and signs
of air leakage will be shown by si eaks across
the clean margins.
Close the roof of the shelter carefully to avoid
damaging the filter.  It is now necessary to install
a new chart on the Dickson pressure recorder.  The
correct chart to use is a number 106 Dickson.
Careful attention should be given to the pen
on the recorder.  Generally it is only required
to add ink to the pen but periodically it becomes
dirty with paper particles scratched from the
chart paper surface.  In this case, it is only
necessary to squirt water on the pen tip prior to
installing a new chart.  Care should be exercised
in installing the new chart to be sure the chart
is properly installed, i.e.:  the edges are under
the two small retainers and the center section is
inserted properly as this is the driving spindle.
After the chart is installed, set the chart to
the proper starting position and then re-ink the
pen if it had been cleaned or add ink if necessary.
A coin can be used to advance  the chart to the
correct starting time by inserting it in the
sloted drive spindle and turning it clockwise to
the time required.  It will also show by the trace
      52

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     on the chart as  it is  rotated  whether the
     recorder is properly zeroed.   Gently tapping  the
     recorder will  assure proper pen positioning while
     advancing the chart.
 7.   At the end of the sampling period again determine
     the air flow by  following the  same procedure  as
     was used initially.  Record this data in the
     space provided on the  data sheet.
 8.   Open the top of  the shelter and remove the face
     plate from the filter holder.   With great care
     lift the filter  from the holder and place  on  the
     folder provided.  Use  the corner of the folder
     to lift the edge of the filter.  Fold carefully
     so that the fold is made through the center of
     the filter.  Place the folder  containing the
     filter in the mailing  envelope provided.
 9.   Replace the face plate, leaving the wing nuts loose,
     Remove the board used  as a baffle, wipe clean and
     place it over the filter holder.  Close and
     secure the top of the  shelter.
10.   It is very important that the  record sheet by
     properly filled  out.  (See Data Record Sheet)
     It is suggested  that this sheet be made out in
     duplicate so that one  copy may be retained while
     the other is sent with the sample.  Be sure the
     following data are given on the sheet:  sampler
     number, filter number  (this should agree with
     the number on the filter), name of station,
     date and exact time sampling was started,  date
     and time sampling was  stopped.  NOTE:   When a
     timer is used, one day only will be recorded
     and the times  will  be  0000 hours to 2400 hours.
     The only weather information to be recorded is
         .53

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     that obtained  by  observation of existing weather
     by operator  of the  sampler:  rainfall, snow, smoggy
     conditions,  windy,  etc.  Any unusual activity should be
     reported;  for  example:   building  next door burned down,
     tarring  roof next door,  dust storm excavating in dry
     earth, etc.  The  "remarks"  space  may be used for messages
     or any pertinent  remarks about sampling, sampler performance,
     etc.
11.   The filter (properly  centered in  folder), together with  the
     completed  record  sheet & Dickson  Chart, should be placed
     in the mailing envelope  and mailed promptly.  Do not place
     the record sheet  or the  chart inside the filter folder.
     This procedure minimizes the possibility of  loฐing samples
     due to delay in mailing  and guarantees a smooth flow of
     samples  to the laboratory.
 Miscellaneous
 1.   Complete instructions for  the maintenance and repair of  the
     sampler  will be provided.   In case of complete motor failure
     a replacement  will  be sent promptly on request.
 2.   Under adverse  weather conditions, certain precautions  must
     be taken to avoid damaging the filter, both  at the beginning
     and the  ending of a sampling period.  During periods of  high
     wind or  precipitation,  it  may be  necessary to remove the
     sampler  from the  shelter and take it indoors to install  the
     filter.   Also, if unfavorable weather prevails at the
     end of a sampling period,  it may  be advisable to take  the
     flow reading,  turn  off the sampler and postpone removal
     of the filter  until weather conditions improve.
 3.   Sampling Supplies - filters, envelopes, etc. are provided
     as needed without  request. A complete record is maintained
     of supplies sent  to each station  and as the  samples are  received
     they are checked  so that a record is available of the  supplies
     on hand  at every  station.   If  filters are damaged or used  for
     some special purpose  please note  this on  the record  sheet  so
     that our records  will be correct  and supplies can be sent  out
     as needed.

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         4.   In  normal  operations  the filter may adhere to the
             gasket when  the  face  plate  is  removed.  When this
             occurs the filter  may be dislodged by gently jarring
             the face  plate.  Dusting the gasket with talc and
             exercising caution against  excessive tightening of the
             wings  nuts help  to minimize the tendency of the filter
             to  stick  to  the  gasket.  Excess talc should be removed
             from the  gasket  by wiping with a clean cloth.

IV.   SAMPLE  INSPECTION AND  VALIDATION
     A.   Sample  Inspection
         1.   Upon return, samples  are inspected as follows;
             a.   Correct  filter number and  record sheet.
             b.   Check filter for  leaks, tears, and note on record sheet.
             c.   Check for  completeness  of  record sheet.
         2.   Samples are  then logged in  the record book, supplying
             all  filter information required.

     B.   Invalid Samples  (Invalidate filter for the following reasons)
         1.   Time:   For 24  hour Hi-Vols  the start and end time-of-day as
             indicated on the Dixon recorder, must be within - 1/2 hour
             of  midnight.   The  total operation time must be
             24.0 hours ฑ 1.0 hour, otherwise the filter is rejected.
             For 4  hour Hi-Vols the start and end time-of-day as
             indicated on the Dixon recorder, must be within - 1/2 hour
             of  the desired time - 6, 10, 3, or 7.  The total operation
             time must be 4.0 hours * 0.5 hours, otherwise the filter is
             rejected.
         2-   Flowrate:  The initial flowrate for any 24 or 4 hour Hi-Vol
             must be in the range  40-60  SCFM.  The maximum flowrate
             decrease  allowed in 24 hours is 10 SCFM, and in 4 hours 5 SCFM,
         3.   Site Location:
             a.   If site  location  differs from location on file.
             b.   If any unusual  activities  which would influence sampler
                             55

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    during sampling period, e.g., hurricanes, adverse
    weather conditions.
4.  Equipment:
    a.  Tinier malfunction.
    b.  Motor failure.
    c.  Power failure.
    d.  Vandalism.
    e.  Evidence of face plate leakage on filter.
5.  Operator:
    a.  Failure to align filter properly on sampler.
    b.  Failure to fill out record sheet properly.
    c.  Samples outside of proper time frame.  See  Sample Criteria
        below.
Invalid Sampling Handling
When a filter is determined to be invalid for any  of  the
previous reasons, the filter is to be discarded.   Fill  out
the site location, and filter number on the record  sheet
and print "INVALID FILTER" in the space for remarks.   Do
not leave the filter in the folder.  Mark the log  book with
the same information as the record, and include a  note as to
why the filter was invalidated.
Valid Sample Handling
1.  Data cards filled out showing station name, code, date,
    sampling time, class, filter number,
    average sampling rate in m-Vmin.  (Sample record  sheet and
    identification code attached)
2.  Calculate the total flow in n^ and record this  on the data
    sheet.
3.  Data card and filter sent to laboratory for analysis.
4.  A tally sheet is kept for each site and is used in
    determining if a particular site has met or can meet
    necessary criteria.
                  •56

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           INSTRUCTIONS FOR OPERATION OF AIR SAMPLERS WITH

                     MODIFIED MODEL 7008-0 TIMER
     Listed below are instructions for using the Paragon, Model
#7008-0, Time Switch as a device for turning air samplers on or
off at times when operating personnel  are not available for this
purpose.  This model time switch can be used to operate four
electrical circuits, depending on the manner in which the switch
is wired.  In addition the Model #7008-0 Timers that will be
used on the Catalyst Study have been modified to function as
a 14 day timer, i.e.:  the dial on the tinier makes one revolution
in 14 days instead of the normal 7 days which the time-date
dial indicates.
     Each day or 24 hour period now becomes 48 hours.  A 24 hour
period is from midnight to noon rather than midnight to midnight.
     To cause the time switch to make or break the electrical
circuit, small novable metal parts called "trippers" are fastened
into place around the edge of a circular disk (dial) at various
places corresponding to the times desired for starting and stopping
the air sampling equipment.  There are two kinds of trippers,
type "A" (bright) used to start the sampler and type "B" (dark)
used to stop the sampler.
     A typical sampling period extending from 0000 (midnight) Wednesday
to 2400 (noon) Thursday, has been selected to exemplify the pro-
cedure for setting the timer.  Refer to attached photograph.
1.  Placing or setting the trippers:
    Place an "A" (bright) tripper at 12:00 PM on the dial section
marked "Wednesday Midnight" and hand tighten in place.  Place a
"B" (dark) tripper at 12:00  noon on the dial section marked "Wednesday
Noon" and hand tighten in place.  Trippers must be tight against
the dial rim.  Do not tighten with pliers or wrench.  A timing
cycle of exactly 24 hours is desired, so please exercise care when
setting the trippers to insure accuracy in this matter.
                           '57

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2.  Setting the "on - off" switch:
    This switch (or lever) should be in the "off" position when
setting the timer.  In this position the electrical  circuit is
broken but will be closed as the "A" tripper comes into position
and moves the lever into the "on" position.  The "B" tripper will
move this lever back to the "off" position after the proper elapsed
time has passed.  To test the circuit,  this lever can be used as
a "hand trip" and is so marked.
3.  To set disk (dial) on correct day and time:
    Just before connecting the timer to the power source, rotate
the dial clockwise until the current day (remember each 12 hour
period is actually 24 hours) and time are opposite the red pointer.
DO NOT TRY TO TURN THE RED POINTER (it is used as a reference point).
Turn the dial clockwise only as  shown by the curved red arrows.
Setting the dial can, of course, be done before the time switch
turns the sampler on.  In the example cited, setting the time switch
Wednesday afternoon would be logical.  However,  if a clean filter
is placed in position at the same time the switch is put into
operation, it is recommended that the interval between this time and the
beginning of the sampling period be held to a minimum.  This will
reduce the possibility of appreciable deposition of particulate matter
on the clean filter before the sampler begins to operate.
4.  Connecting the time switch to the samplers and power source:
One of the female receptacles should be connected to each sampler
and the male cord to the power outlet.
    As is apparent, there are two female cords attached to the
modified timer.  One is on when  the timer switch is in the on position
and the other is on when the timer is in the off position.  This
is done so as one sampler is turned off the next sampler is turned on.
5.  In addition to the tinier each sampler will be equipped with a
running time meter sometimes referred to as an elapsed time meter,
but in either case it is incorporated to obtain a more accurate time
period each sample is exposed.  The meter readings must be inserted
on the  "Data Sheet" at the beginning and end of the sample period.
                              58

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     It is recommended that the timer be located  indoors.   If  this
is not feasible,  a suitable weather-proof outdoor shelter  should
be provided as a  shield against rain and snow.
NOTE:   Figures 1, 2 and 3 do not show the  second  power  outlet  nor  the
       modified tuning motor to extend the time period  by a  factor of  2.
                             59

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                        FIELD FLOW CHECK

              AND RECALIBRATION PROCEDURES FOR

                      HIGH VOLUME SAMPLERS


     The Hi-Vol  field calibration kit consists of (1)  an orifice
adapter, (2) a calibrated orifice with a pressure drop versus flow-
rate calibration curve, (3) a water manometer, and (4) five baffle
plates with 18,13,10, 7, and'5 holes, respectively.

Fiold Flow Check

     1.  Manually zero the Dickson recorder (tap the recorder face)
         with the Hi-Vol off.
     2.  Lift the face plate from the Hi-Vol  and apply the adapter;
         then replace the face plate.
     3.  Connect the water manometer to the calibrated oriftce taps
         and zero the manometer scale.
     4.  Attach  the 18 hole plate and the calibrated orifice.
     5.  Turn on the Hi-Vol and read the Dickson recorder and water
         manometer.
     6.  Using the manometer reading, determine the  flowrate from
         the calibration kit orifice calibration curve.
     7.  If the  flowrate indicated on the Dickson recorder scale is
         not within +2.0 CFM of the flowrate measured  by the calibrated
         orifice, a complete recalibration (see following section)
         of the  Hi-Vol is required.  Also INVALIDATE the previous filters
          obtained using the existing calibration.
     8.  If the  flowrate is within +2.0 CFM,  note the  calibration
         results in the log book and put the sampler back in service.


Field Recalibration Procedures

     1.  If the  flowrate indicated by the Dickson recorder is not
         within  the tolerance of the above flow check, the Dickson
         recorder should be recalibrated.  Follow the  procedure
         entitled "Calibration of the Dickson Pressure Recorder."
     2.  Repeat  steps 4 thru 6 of the preceding section using the
         other multi-hole plates and obtain flowrates  and indicated readings
         from the Dickson recorder.
     3.  Plot the Dickson readings (X-axis) versus the actual flowrate
         in CFM  (Y-axis).
     4.  Return  the Hi-Vol to service if the indicated flows agree
         with the measured flows within +_5.0%.
     5.  If this tolerance cannot be obtained at all  points on the
         calibration curve, recalibrate or replace the Dickson recorder.
                                60

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                        CALIBRATION OF THE
                     DICKSON PRESSURE RECOPtDER
Purpose

The Dickson Pressure Recorder used on the high-volume air sampler should
be periodically checked to assure proper flow readings.  The recorder is
designed by the manufacturer to read pressure (vacuum) in the range of
0-10 inches of water.  The recorder is checked by comparing the chart
scale reading converted to inches water pressure against a manometer .
reading according to the following procedure:

Equipment                . •                                       •              "

     1.  Manometer with range of 0-10 inches H00
                                              c

     2.  Dicksori Chart #106 calibrated in cubic feet per minute
                                                                                 I
     3.  High-volume calibration curve
                                                                                 i
     ij.  Hose clamp, tubing and tee connector                                    '.,
                                                                                 i
                                                                                 t
Procedure                                                                        I

     1.  Connect the pystem as shown in Figure 1.  Install Dicksori
         chart #105 on the face of recorder .

     2.  With the recorder in a vertical position, rotate the zero               ;
         adjustment on the lower right-hand corner of the face until
         the pen read:; in the zero position.  Tap the case lightly
         to free the pen arm while making the adjustment.

     3.  If a zero reeding cannot be obtained with the pen adjustment
         refer to Recorder Adjustments.

     1{.  Apply a pressure (vacuum)to the line until the manometer
         registers 10 inches of H_0.  If the pen arm does not read
         full scale on the chart, refer to Recorder Adjustments.

   •'  5.  Release the pressure slowly, checking three or four equally             i
         spaced point.".  For a correctly adjusted recorder the manometer         (
         pressure (in inches of H?0) and the flow rate reading on the
         Dickson 7fl05 chart (in cubic feet/minute) will be related
         according to the pzes^ure-f iovr rate curve" shown' in Figure 2.

a. DicksonThart #10  available from the Dickson Company, Chicago, 111.,         <
   Is calibrated in 0-10 inches of water.  Use of this chart will simplify
   the procedure by pioviding direct readings without referring to high-     •    j
  'volume sampler calibration or curve.                                          f
                              61

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     6.  With the manometer reading zero, rccheck the position of the
         recorder pon.  If the pen indicates zero, the recorder is in
         adjustment.  If not, repeat the procedure.

Recorder Adjustments

If the zero reading cr.nnot be obtained with .the zero adjustment or if
the up scale readings obtained during the check procedure differs from
manometer readings, the recorder pressure sensing mechanism should be
adjusted.

I.    1.  Remove the back cover of the recorder exposing the electric
         chart drive Motor and bellows assembly.
•    *
     2.  Connected to the top of the bellows is a machanical arm in
         a nearly vertical position.  This arm is connected to a second
         arm that activates the recordirg pen.

     3.  On the vertical arm are two adjustment screws.  The lower
         adjustment iy the zero adjustment, the uppar screw is for
         the span adjustment.

     If.  To adjust the pen to zero, loosen the lower screw and move the
         vertical arm up or down as necessary to position the pen and
         tighten the t^crew.  This is a coarse adjustment and it may be
         necessary to 'mC.!:e a fine adjustment with a front control.

     5>.  To adjust the pen to the correct full scale position, adjust
         the top screw on the arm.
                                     62

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  100
  90
  eo
  70
  60
  50
t 40
v
111
h-
 ' 3.0
C
_J
LL
   20
   10
                       \
.1
 3
                               J	I	L
      2          3       4     5C7
DIFFERENTIAL PRESSURE DF^OP (In. WATER)  .
                                                             89IO
                                  C C
                                      r E   2.

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                                                                 June 25,

Conversion Table:   Dickson  Recorder Reading to Volume of Air in Cubic Meters
                   per Day;

The Conversion Factor is  derived as follows:

                                                              - 1140 x (.304878)3

Conversion Factor  = 1440  x  [3^3^ 33 = 40.8 = 1440 x [j^]3 = 1140 x .02339

                                                              = 40.8
Where 1440 = minutes per  day-
Where the reciprical  of 3.28   is cubic meters

Using the conversion factor it is now correct to record the Dickson average
reading per day and multiply it be 40.8 and obtain the volume for that day
in Cubic Meters.

Chart Reading                 Volume of Air in Cubic Meters per day

     37.5                                    1530
     38.0                                    1550
     38.5                                    1570
     39.0                                    1590
     39.5                                    1610
     40.0                                    1630
     40.5                                    1650
     41.0                                    1675
     41.5                                    1695
     42.0                                    1715
     42.5                                    1735
     43.0                                    1755
     43.5                                    1775
     44.0                                    1795
     44.5      "                             1815
     45.0                                    1835
     45.5   '     "                           1855
     46.0                                    1875
     46.5                                    1895
     47.0                                    1920
     47.5                                    1940
     48.0              '                     1960
     48.5                                    1980
                                 65

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   PARTICULATE  RECORD SHEET
               Budget Bureau No. 85-R0034
               Expires 1-31-75
                 NATIONAL SURVEILLANCE  NETWORK
SAMPLER SERIAL NO.
SITE	
FILTER NO.
             ( CITY or TOWN )
                                        (SAMPLER LOCATION )
WIND
DIRFCTION
[~] CALM
[~] LIGHT
[71 CUSTY

DATE
DOOOO TO 2400
HOURS
[71 OTHER EXPLAIN
VISIBILITY
| 1 CLEAR
[7J HAZY



METER READING
START
END


SKY
[ ] CLEAR
[71 SCATTERED
[_] OVERCAST


HUMIDITY
D DRY
(71 MODERATE
[~ J HUMID
[71 RAIN

TEMP. ฐF
a oo
[~7I 20-40
[7J 41-60
[71 61-80
D >8ฐ
REMARKS & UNUSUAL CONDITIONS OR ACTIVITIES NEAR THE SITE

66

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                  HI-VOL MAINTENANCE SCHEDULE


Dally
    1.  Check the ink in the Dickson recorder.

Weekly
    1.  Check the tubing connections for snug fit,  kinks  or
        obstructions.

    Change all  Hi-Vol brushes after 700 hours*of operation,  and
recalibrate the sampler.   For the LACS the following  schedule applies:

    1.  All 24  hour Hi-Vols should have the brushes changed  at the  end
        of July, September, and November,  1974,  and January,  1975.
        This applies to Hi-Vol numbers  3425,  6464,  6619,  G620, 6622,
        and 6470.

    2.  All 4 hour Hi-Vols should have  the brushes  changed at the end
        of October, 1974, and every 5 months  after  that.  This applies
        to Hi-Vol   numbers 6465, 6618,  1974,  and 6466.

    *29 days
                             .67

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                          EQUIPMENT AND SUPPLIES
4" Shelter & Pump
     Contains:  Pump connected to magnehelic gauge and button valves
                Filter holder assembly with gaskets
                Inlet cover
                Jar for Pump exhaust filter
                           69

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Purpose:  The four inch membrane filter sampler will  be run at the same lo-
cation and for the same sampling period as the regular high volume 8" x 10"
filter sample.  The gas sampler may also be located at these sites.   The
filters used in the sampler will be analyzed for pollutants which cannot be
determined on the regular 8" x 10" filter.  It will not replace high volume
air sampler but will augment the data acquired from it.

Method:  The membrane filter samplers will be run during the same 24 hr.
sampling period, (midnight to midnight) as the high volume samplers.  The
equipment consists of a rotary vane pump which draws  ambient air through
a pressure differential orifice.  The pressure differential orifice consists
of a fixed orifice with taps on both sides.  This orifice is connected to a
magnehelic gauge which gives the pressure difference  between the two taps.
This difference is directly related to the air flow through the filter.
Each sampler has been previously calibrated in   W. 6".R.C.  . where calibration
curves are kept on file.

The Magnehelic gauge is protected by push-to-test button valves because pump
pulsations of air flow are detrimental to the reliability of these relatively
fragile gauges.  To obtain a reading, the test button is depressed and re-
leased.  The gauge must then be zeroed by depressing  the zero button.  As
with the 8" x 10" filter sample1a beginning and ending reading must be obtained
and written on the record sheet.

Since the membrane filter media is easily soiled.the  filters must never be
touched by the hands  nor should they come in contact with any metal, oil or
water.  A pair of teflon tipped tweezers is provided  for handling these
filters.
                                  70

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Set Up Instructions - Tools Needed - Flat Blade Screwdriver
(Note:  Sampler is heavy and should be handled by two men)

1.  OPEN END marked TOP and fold back flaps of carboard box.   Remove TOP
    cardboard and side packaging material.  Tilt the carton to allow sampler
    to slide out and rest on lid.  (see photo #1).

2.  With the sampler in ups'idedown position extend the legs by removing the
    two bolts on each leg.  Lift U-shaped legs and align top holes with two
    matching holes on sampler and replace bolts.  Be sure bolts are tight
    before uprighting sampler.

3.  Upright sampler and open lid by removing twisted wire from hasp.  Re-
    move protective inlet cover (wrapped in brown paper), filter holder and
    inlet tube (wrapped in newsprint) and small cardboard box containing
    exhaust filter jar.  Remove these items carefully in order not to dis-
    turb tubing from orifice to gauge (see photo # 2).

4.  Remove glass jar from cardboard box and screw onto exhaust filter on pump.
    Tighten securely against gasket to insure against air leaks (see photo #3),

5.  Remove small red cap plug from large plastic tubing on top of orifice
    (this plug is used to protect pump from dirt and moisture during shipment)
    See photo #4.

6.  Place outlet cord into slot in shelter.  The sampler should now look like
    photo #5.

7.  Unwrap filter holder assembly and stick pipe through the  rubber gromet
    on shelter top.  If gromet  is pressed too hard it will slip out;so it is
    best to rotate the filter holder as you press it into this hole.  (See
    photo #6).
                                  ,71

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 8.   Align pipe with plastic  sleeve  on orifice,with  lid of  shelter open far
     enough to see it.   (About  3")   Slide  pipe ,intp  sleeve  and orifice until
     it stops.  Close lid,  press  down and  rotate  filter until the pipe is
     snug - pipe will fit  into  orifice.
 9.   Close hasp and twist wire  thraugh  the  hasp.   If you  need a padlock,  let
     us know and we will  furnish  it  to  you.   Shelter need never be opened
     again until you return  it  for repairs  or at  conclusion of study.

10.   Remove cover plate on the  front of the shelter by  removing the 4  corner
     screws (see photo #7).   Store in a convenient place.

11.   Unwrap protective inlet cap  and place  over the filter holder - the sampler
     now ready for operation -  (see  photo #8).

     Note:  If for any reason you have  problems with this set up or you are
     missing any.parts - call us  immediately at the number which is noted at
     the end of these instructions.   To return sampler, simply reverse the
     order of these steps. -
                                    72

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OPERATION
Sampler Location:
    The shelter must be located in the proximity of the high volume air
sampler.  They should be more than 4 feet apart but not more than 8 feet.
The shelter does not require any wires or weights for stability, however,
on some flat roofs it may be necessary to provide a plywood base to prevent
damage to the roof during hot weather when the roof tar becomes soft.

Sampling Period:
    The membrane filter sampler must sample during the same day (midnight
to midnight) as the high volume sampler (and at some sites the gas sampler).
A timer has been provided and its time must match the high volume sampler's
timers exactly, (see timer instruction)

Sampling Procedure:
1.  Remove protective inlet cover by gently but firmly lifting by the  edge.
    See photo #9.
2.  Remove four inch face plate by loosening three thumb nuts.  See Photo #10.
3.  Place thin teflon gasket on top of screen and center.  DO NOT USE  YOUR
    HANDS. USE TEFLON TIPPED TWEEZERS PROVIDED., (oil & moisture from your .
    fingers will affect the sample). See photo #11.
4.  Again using the tweezers gently place the top filter numbered side up on
    the filter holder and center.  See photo #12
5.  Place the other teflon-gasket on top of the filter and center it so it
    fits into 4" opening.  See photo #13.
6.  Replace the face plate and thumb nuts and tighten nuts, be certain that
    the place is centered and equally tightened on all three nuts,  (hand
    tight is sufficient).  Photo #10.
7.  Replace the protective inlet cover (press down on center of cone not on
    the edges) until it is all the way down.
8.  Plug the sampler into the timer and plug timer into 24 hour, 115V. outlet.
    (preferrably the three wire grounded type for safety).
9.  Turn the sampler on with the timer trip switch (see timer instructions)
    and allow to warm up for at least 5 minutes.

                                  73   ,.

-------
10.   Depress the push button  which is  marked  TEST and  release.   Depress
     again and release.   Determine reading  to closest  inch  of water  and
     write it in the "beginning reading"  space on record  sheet.   See
     photo #14.

11.   Depress ZERO button to relieve gauge,  (this  is  important,  depress
     ZERO  each  time otherwise the gauge  will stick  and a false reading  will
     result. See photo #15.
12.   Turn off sampler with timer trip  switch  and  set trippers on timer
     (midnight to midnight) on sampling day (same as high volume sampler
     timer) and  set correct time on timer.  After sampling  period turn
     sampler on  again by using timer trip switch  and allow  it to warm up
     for 5 minutes (this will not affect  sample to any great extent).
13.   Obtain the  ending flow by depressing the test button twice and  releasing
     mark on record sheet.  See photo  #14.
14.   Again be sure to depress the zero button to  clear the  magnehelic gauge.
     See photo #15.
15.   Turn off sampler and remove the filter making sure that the gaskets
     and filter  are not touched by anything but the  teflon  tipped tweezers.
     Place filter between two circular papers and place it  on petrie dish.
     See photo #12.  Place petrie dish and  properly  filled  in record sheet
     into a preaddressed padded bag provided.  Fold  bag over and tape with
     3" tape provided.  Mail  with regular high volume  air sample envelope.

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   y-' •'
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75

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76

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77

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78

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,79

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80

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81

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82

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83

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85

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B-86

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87

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Resoarrh Applinntt*
     fompany
  88

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V*
p^
                            -89

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               MEMBRANE/CASCADE LABORATORY CALIBRATION PROCEDURE


      Each merr.brana sampler (orifice) was calibrated'using a
 certified                      Rootsmeter using the following
 procedure:
 1.  Sampler must be complete with a pump, orifice,  magnehelic gauge (0-40),
     and a filter holder head v/ith hood.
 2.  Remove hood from filter holder.

 3.  Remove ring from the top of the head and place   clean    filter on
     sampler head.
 4.  Attach special filter holder adapter to filter  holder.  (This  adapter
     is needed in order to connect sampler to calibration meter.)
 5.  Attach other end of adapter to                    Rootsmeter
     (calibrating meter).
.6.  Attach bleed valve to intake side of pump and close valve.  See  Figs.  I&ll
 7.  Start r:2nbrane pump.
 8.  Depress zero button on flow pl^te and check magnehelic for zero
     reading.  Zero adjustment should be made if necessary.
 9.  Depress test button on flow plate; record magnehelic reading.
10.  Record the time, in minutes required to pass the known volume  of air
     thru the sampler (usually 4 cubic feet is sufficient).
11.  Determine the number of cubic feet per minute by dividing the  total
     cubic feet passed thru the roots meter by the time required.   Convert
     cubic feet per minute to M^/min. by multiplying cubic feet per minute
     by 28.317 x 10~3.
12.  Repeat 7 thru 10 for 3 different readings on magnehelic.  The  different
     readings are obtained by adjusting the bleed valve on motor.
     (Suggested reading on magnehelius are -10, 8, 6.)          •
13.  Plot curve of true f-r/min. VS magnehelic reading on semi-log graph
     paper.  (Curve should be linear, if not, the calibration procedure
     should be repeated.)             •
14.  Record date of calibration, barometric pressure,'temperature and type
     of filter paper used in sampling head on calibration curve.
     Calibration must be initialed by operator.
                               B-[90

-------
15.   Close bleed valve on motor.   Remove filter head  adaptor  and  place
     hood on sampling head.   Sampler is  now ready for operation.
     Material  needed:   Rootsmeter,  stop-watch, 4" membrane sampler,
                        filter,  filter head adaptor,  and  bleed  valve.
     A typical  calibration curve  is  attached.   See figure II.
                           91

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                        FIELD FLOW CHECK

                 AND RECALIBRATION PROCEDURES FOR

                         MEMBRANES SAMPLERS*
     The membrane field calibration kit consists of (!) an orifice
meter, (2) a calibrated orifice with a pressure drop versus flowrate
calibration curve, (3) a water manometer, and (4) four multi-hole
baffle plates.

Field Flow Check

     1.   Manually zero the Magnehelic guage with the membrane sampler
         off.
     2.   Lift the retainer ring from the membrane head and apply plate
         #1.
     3.   Attach the adapter and orifice to the membrane head.
     4.   Attach the water manometer to the orifice.
     5.   Turn the membrane sampler on and read the water manometer and
         the Magnehelic.
     6.   Using the manometer reading determine the calibrated flowrate
         from the calibration kit orifice curve.
     7.   Using the reading from the Magnehelic gauge, determine the
         flowrate from the existing calibration curve.
     8.   If the flowrates are not within +5.0%, a complete recalibration
         will be necessary. See the following section.  Also INVALIDATE
         the previous filters obtained using the existing calibration.
     9.   If the indicated flowrate is within +_5.0%, note the flowrate
         in the log book and place the sampler back in service.
    10.   If the Magnehelic is suspected of improper operation (e.g.
         needle sticking, sluggish operation, etc.) a recalibration
         should be performed or the gauge replaced.

Field Recalibration Procedures

     1.   Repeat Steps 2 thru 5 of the preceding section using the
         other multi-hole plates and obtain flowrates and indicated
         Magnehelic readings.
     2.   Plot the Magnehelic readings (X-axis) versus the calibrated
         flowrates (Y-axis).


 *Also applies  to membrane samplers  used  with  cascade  heads.
                              92

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              MEMBRANE FILTER INSPECTION AND VALIDATION
A.  Filter Inspection

    1.  Samples are inspected as follows:
        a. Correct filter number and record sheet.
        b.  Check filter for leaks, tears, and note on record sheet.
        c.  Check for completeness of record sheet.
    2.  Samples are then logged in the record book, supplying
        all filter information required.

B.  Invalid Samples (Invalidate filter for the following reasons)

    1.  Flowrate:  The initial  flowrate for any 24 or 4 hour membrane
        sampler must be in the range 3.0 - 6.0 CFM.  The maximum
        flowrate decrease allowed in 24 hours is 1.0 CFM, and in
        4 hours 0.5 CFM.
    2.  Site Location
        a"!  If Site location differs from location on file.
        b.  If any unusual  activities which would influence  sampler
        occurred during sampling period, e.g. power failures, adverse
        weather conditions, etc.
    3.  Equipment
        a.  Timer malfunction
        b.  Motor failure
        c.  Power failure
        d.  Vandalism
        e.  Evidence of face plate leadage on filter
    4.  Operator
        a.  Failure to align filter properly on sampler
        b.  Failure to fill out record sheet porperly
        c.  Samp.les outside of proper time frame, if this information
            is known.
C.  Invalid-Filter Handling

        When a filter is  determined to be invalid for any of the
        previous reasons, the filter is to be discarded.   Fill  out
        the site location,  and  filter number on the record sheet
        and print INVALID FILTER in the space for remarks.   Do  not
        leave the filter  in the folder.  Mark the log book with the
        same information  as the record, and include a note as to why
        the filter was invalidated.

-------
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                 96

-------
   MEMBRANE  RECORD  SHEET
              Budget Bureau No. 85-R0084
              Expires 1-31-75
         NATIONAL AIR POLLUTION  CONTROL  ADMINISTRATION
             NATIONAL  AIR SURVEILLANCE NETWORK
>AMPLER SERIAL NO.
ilTE
FILTER NO.
            ( CITY or TOWN )
 (SAMPLER LOCATION )
WIND
DIRECTION
Q] CALM
Q] LIGHT
Q GUSTY
DATE
DOOOO TO 2400
HOURS
Q OTHER EXPLAIN
^
VISIBILITY
Q] CLEAR
Q HAZY
METER READING
START
END


SKY
Q CLEAR
Q3 SCATTERED
Q OVERCAST
HUMIDITY
Q DRY
[~] MODERATE
Q HUMID
CH RAIN
TEMP. ฐF
EH <2ฐ
Q 20-40
[^\ 41-60
Q 61-80
D >8ฐ
REMARKS & UNUSUAL CONDITIONS OR ACTIVITIES NEAR THE SITE
97

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Daily
                 MEMBRANE MAINTENANCE SCHEDULE
        Check pump for sluggish operation.   Flush with kerosene
        to clean pump vanes if necessary,  and recalibrate flowrate.
Weekly
    IT  Check the tubing connections for snug fit,  kinks,  or
        obstructions.
                           98

-------
PROCEDURES FOR THE CASCADE/MEMBRANE
  PARTICULATE FRACTION SAMPLER
      99

-------
                      ANDERSON TYPE CASCADE IMPACTOR*



                               - Contents -



Quantity           Item

   1                Field Operating Instructions for the Anderson Cascade Impactor

   I                Sampling Schedule

   1                Membrane Record Sheets

   1                Forceps
                                ~ NOTE -
           The cascade head is an attachment to a standard membrane sampler,
      and attaches in place of the face plate.   Therefore, the operational
      procedures including calibration are the  same as  the membrane sampler.
      See the previous section for these instructions.   The following
      procedure is concerned with the cascade head only.
                                     100

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               FIELD OPERATING INSTRUCTIONS  FOR
                  THE ANDERSEN CASCADE  IMPACTOR

The modified  andcrsen cascade impactor  is a sampler designed
to operate  for 24 hour periods at a sampling rate from A to
6 cubic  feet  per  minute.   This sampler  can  fractionate and
collect  suspended particulates in air  in sufficient quantities
for gravimetric measurement with a microbalance  .  The parti-
culates  are collected on  pre-weighed aluminum collection
surfaces  and  on a membrane filter placed past the last stage.
After collection  these surfaces are to  be returned to the
laboratory  for microweighing .

The sampler is composed of five stages  (numbered  1 through
5) and a  membrane filter  holder located past the  fifth stage.
The entire  head of the. sampler including the sar-plir. z stages
and the  filter holder is  designed to be removed  and serviced
indoors.  The  stage marked number 1 has the largest jets or
hole?, v herons tho s t a o o  ™.cr]- pr] nmbpr  5 has the  s "-•>."' 1 e ซ t .
The following  is  a step by step procedure for changing
the collection surfaces on the sari pier.

BEFOPE COLLECTING A SAMPLE

1.  Carefully  disassemble the s t a e e s by releasing t h e sprir. ?
    loaded  c 1 a in p s .   Always keep your hand firr.-.ly  or. c'r.t? top
    of the  s_ta?c-s until . r. 11 .. ttio cJr.ons  hnvr> j:_c-er  re- leaped
    to prevent t !• c parplcr fror. f 1 vi ng  nr ar t_ .
          /•% — 1 - •  ป• U <~  ฃ ** ~* ~ ~. ~* — T- 1 „ - -. ป. 1 . -
          o . i t *  c * c  * ^ i c r • r> PJซ*CL. Li.e
    surface  s;:ir. y  side  cicvn (nurbered sice \ip)  i~rec" i?. t e ly
    past stage  1 ,  i.e.,  on top of the plate r a r !•. o d  s t -. c e 2.
    Repent for  all  the  other surfaces,, i.e. a I u n i n u —  collection
    surface  2 should  be  placed on top of  the stainless
    steel cover' on  stage 3, aluminum collection  surfr.ce 3
    should be placed  on  top of the stainless steel  ccver marked
    4 and so  on.   Refer  to dravinp. 1.

3.  Reassemble  thr  cascade impactor 'so that st'ace 1  is the top
    s t n n e and P l ci c e  5  becomes  t ! • e bottom  s t a .t 
-------
o
     the  top  of  the nenbrane filter holder  to  the bottom
     so that  an  air tight seal is  formed.

5.   Take  the  assembled cascade impactor  and  hack-up filter
     outside  to  the sampler and screw  it  back  on the pipe.
     Place  the.  rain cover on top of. the assembled sampler
     so that  it  fits snugly in place.

6.   Turn  on  the sampler making a  note of  the  starting time.
    . Allow  the  sampler to run approximately 5  r. inutes, then
     depress  the test button under  the magnehelic and record
     the  reading on the Meribrane I", c cord Sheet.   After the
     reading  has been taken, depress the  zero  button on the
     map, nc he lie  so  thrt the needle  returns  to  zero.  Record
     a]]  readings on the folder or  data card  provided.

AFTER COLLECTING THE SAMPLE

1.  After  the  sample has been collected,  usually .  24 hour
    period, press the test button  again on  the  rr a g n e h c 1 i c
    and record  the  fina] reading.   Then depress the zero
    button  again to bring LJ:e gauge uack  LU icru.  Turn
    the sampler  off after noting the final  time.  Record all
    readings  on  tht; folder or data  card provided.

2.  Unscrew the  as sent ltd cascade  impact or  and  backup filter
       3.
4.
holder fror,  the  pipe  and br:r.g indoors.   Car f; f \: 1 2 ;•
disassemble  th e  cascade impactor as  in  the  early steps.

Using "the forceps  provided, carefully fold  the aluminum
collection cover over onto itself so that only the. sampled
sides are touch, ing.   (see Figure 2).  b 0  NO V  1 0 i' C H W 1 1 h
                     the
T>ir
                   T>lnce
                                    folded collection  surface in the
           appropriate envelop  i.e,  aluminum surface  marked 1 should
           be placed in  the  glassine envelope marl: ed  1.   Repeat
           for all the other  collection surfaces and  backup filter.
                   \
           Place all 6 collected  sanplos into the folder  provided,
           insert into tae envelop,  ar.J nail to the ?iAI CA laboratory
                                  102

-------
   FIGURE  I
                        LARGE  HOLES

TO
        103

-------
A.
 ,••.... •.  •  •.
ซ.',',; •,.'.-..'.-.  • V.'"''^
^^_  •••••, i ปซ••    ,-•'
                                                Remove  collected sample from
                                                each  stage  vn'th tweezers.
                                               U s i n a  tv/o  t\-/e e 7. C1 r s,  fold
                                               collectsd  sair.ole  in  half
                                               colleclecl  side touching

                                               DO  IIDT  TOUCH WITH fir.'GERS.
                                               Place folded  sample  into
                                               orui_ij;/;_!_ e n velope.

                                               Return envelope   to  folder
                                               end plr.cr- entire  folder
                                               into railing  envelope.
O-
                                    104

-------
PROCEDURE FOR THE ASSEMBLY AND OPERATION  OF THE

              24 HOUR GAS  SAMPLER
                    (BUBBLER)
                   105

-------
     The NASN gas sampling system consists  of a  collecting  unit
and a vacuum pump (Figure 1).   The collecting unit  is  a  metal
box which houses five individual  bubbler trains  operating in
parallel under the inlet and outler manifolds, making  it possible
to sample concurrently over a  24-hour period for a  maximum  of
five different gaseous pollutants.
                                                 The  sampler  is
maintained at a constant temperature with a thermostatically
controlled heater, which is plugged into a  24-hour  a day circuit
not to the timer.  (Fig. 1).
     Each sampling train consists of a bubbler,  trap,  membrane
filter unit and hypodermic needle (Fig.  9).  Wi ch a vacuum  of  20
inches or more of mercury, the needle acts  as a  limiting orifice
and gives a constant air flow.  The trap collects any  solution
which might be carried over from the bubbler. The
membrane filter removes any reagent droplets which  might be in
the air stream as it leaves the trap, thus  protecting  the needle
from corrosion and blocking.  Each train is color-coded  to  assist
in making correct connections.
     A bubbler (Fig. 9), consists of polypropylene  test  tube with
a two-hole stopper into which  is inserted  iซ  a     straight
        impinger tube.  The trap is a polypropylene tube with  a
two-hole stopper into which is inserted a glass  tube.   It is
half-filled with glass wool, or foam which  is wrapped  loosely
around the glass tube.  Fittings consist of sections of  teflon,
glass, polypropylene and tygon tubing when  glass is butted  together.
     A diaphram pump capable of continuous  operation  is  used  to
produce the required vacuum of 20 or more inches of mercury.   A
vacuum guage, range 0 to 30 inches of mercury, mounted on the
vacuum side of the pump, measures the vacuum in  the sampler
exhaust manifold.
     The sampler must be installed indoors, or in a protective
shelter with a probe connected to the glass manifold  (Fig.  1).
                               106

-------
                     UNPACKING THE SAMPLER
1.   The  sampler  is  shipped in a heavy cardboard  container.   The
     package  contains  the gas collecting unit, puir.p  with vacuum
     gauge and  the  following accessory items:

     1.   One  electrical  power extension cord.
     2.   One  membrane  filter unit color-coded with a black ring
          on one side,'and label for dates it was  used.
     3ป   Cue  length  of black tubing (to hook up pump to sampler).
     ^.   One  pinch clamp for use with pump tubing.
     5ป   One  packet  of sample reco7:d sheets
     6.   Extra polypropylene caps for shipping b^ck  samples.
     7ซ   "Ducany"  bubblers of polypropylene tubes  serve  to
          complete the  bubbling trains.  The dummy bubblers should
          remain in  the acnipler, except when they  are exchanged
          for  reagent-filled bubblers for a sampling  run.
     8.'  Funnel for  probe end.
     9.   Polypropylene tubing 4 feet long for probe.
                             ซ
2.   Unpack with  care, examine and account for all items  mentioned
     abovt.
                                           /•

3ซ   If damage has occurred during transit or if  any items are
     missing, please notify the     office at once.

4. The polypropylene tubing  through which the air is drawn  into
   the sampler  is included in this  shipment.  This is an expensive
   item so only a minimal  length has been included.  It must be
   long enough  to connect  to the ruanifold.
                             107

-------
                    SETTING UP THE SAMPLER

Assemble the sampler as follows:
                                         t  9
1.   Attach the membrane filter unit to the glass nipple of the
     inlet manifold.  A portion of the insulation has been cut
     away from inside of the box to provide support for this
     filter.  Be sure the filter is attached with the taped side
     away from the manifold.  Care should be used in making this
     connection so as not to break the glass manifold.  (Fig. 2)

2.   Attach the funnel to one end of the polypropylene tubing
     included and extend out of doors through a windcv or other
     opening.  Attach the probe to the outside filter on the
     taped side.  Attach probe and filter to the glass manifold.
     If attached properly, the connection should not be under
     strain and not require removal except to change outside
     filter quarterly.  (Fig. 1)  The tubing is quite rigid but
     can be straightened by flexing against the curve.  It is
     necessary to support and secure the probe in position so that
     it will not come loose during sampling.  Allow the funnel to
     hang down so that rain will not be drawn into the sampler.
     See Fig. 1.

3.   Attach the black.tygon tubing to the metal exhaust manifold
     nipple  (marked pump) on box (Fig. 3)-  Place the pinch clamp
     on the  tubing, but do not tighten.  Attach the other end of
     the tubing to the intake nipple of the pump.  Be sure all
     connections are  tight and none of the tubing is constricted.

4.   Plug the male connector of the sampler cord into a convenient
     24 hour 110V AC  electrical outlet, and the female connector
     into the recessed male connector on the side of the sampler
     box.  Plug the electric power cord of the pump into the
     female connector on the timer (See Fig. 1).  Use the timer to
     control sampling operation (see timer instructions).

                               •108

-------
               COLLECTION OF SAMPLES

Installation of Bubblers and Needles
Reagent-filled bubblers, calibrated needles and a return
mailing label are shipped to the collection stations in
time for sampling on each scheduled date.
    CAUTION:  The bubbler train must be connected correctly,
              or the collecting solution may be sucked over
              into the trap.  The stoppers and glass tubings
              of the bubblers and traps have been color-coded
              to assist in locating bubblers in the right
              positions and making correct connections.
1.  If the following rule (which applies to aJJL. tubing &
    stopper connections) is ALWAYS observed, bubbler trains
    will always be correctly connected.  The accordian or
    pleated tubing attaches only to the colored side of
    sample tube, (see Fig. 4).  Match sampling train colors
    with the tube colors.

2.  Remove the inlet and outlet tubing from the lid of the
    dummy bubbler tube by gently but firmly pulling them
    from the lid (see Fig. 5).

3ซ  Exchange the new bubbler for the dummy bubbler.

4.  Transfer the caps from the sampling bubbler lid to the
    dummy bubbler lid.  PULL OFF THE CAP ON THE UNPAP7TED
    SIDE OF THE LID FIRST, otherwise (see Fig. 6) some of
    the collecting solution may bubble out and be lost.
    Keep the red caps with the red dummy tube, green with
    green, e tc.

5.  Gently but firmly insert the accordian inlet tube onto
    the             hole of the bubbler lid.  Be sure to
    press firmly until an airtight fit is assured.  (Fig. 4)

-------
 6.   Gently but firmly insert the appointed end of the sample
     tube into the clear tubing that goes to the trap in back.

 7ซ   Remove the new needle, and remove rubber cap from the
     needle.  (Save the cap).  NOTEj  Each needle is calibrated
     for that particular colored tube which it accompanies in
     the mailing block.

 8-   Insert the new needle into the center of the red rubber
     stopper attached to the membrane filter unit.  This
     operation requires some skill.  If the needle goes in
     crooked, the point may be obstructed.  If this happens,
     it must be withdrawn and put in straight.  A steady firm
     thrust is best.  Do not bend the needle.  Figure 7 shows
     the filter assembly while the needle is inserted.
     (See Fig. 7).

 9ซ   Connect the shank end of the needle to the metal connector
     attached to the exhaust manifold.  Manipulate the needle
     and/or rotate the trap a little to obtain a tight connect-
     ion (See Fig. 8)
10.  Repeat steps 2 through 8 i'f mo,-e -Hi** one bo,We<- •* u%^ matching
     the color on the bubblers and in the sampler.   The properly
     connected bubbler trains should appear as in Figure 2.

11.  Recheck the arrangement, alignment, and tightness of all
     connections.

         Are                          sample tubes connected
           to the pleated tubing?
         Are the needles bent or obstructed?
         Are all needles tight at the exhaust manifold connection?
         Are the inlet filter and teflon tubing tightly connected?
         Are the vacuum pump connections tight?
                           110

-------
B.  Collection of the Sample
    1.  Completely close the pinch clamp between the sampler and
        the pump.  (Fig. 3)

    2.  Turn the timer switch to the "on" position.  This should
        start the vacuum pump, ALWAYS USE THE TIMER SWITCH TO
        CONTROL SAMPLING.  (See Timer instructions)

    3ป  Record the vacuum gauge reading to the nearest whole
        number on the sampling record sheet, in the space marked
        "Start-Clamped".  The gauge should read 20 inches or
        above.  If it does not, make sure the pinch clamp is
        closed and the tubing is securely connected to the
        pump nipple.  (See record sheet)

    4.  Open the pinch clamp, observe and record the vacuum gauge
        reading on the record sheet in the space marked "Start-
        Open".  The gauge should read a little less than the
        reading with the clamp closed.  If it reads below 20
        inches, check for loose connections in the system.

    5ป  Record the date (one day only, the day sample was
        actually taken), and the time (if other than 0000-2400
        explain under "Remarks").

    6.  Gently lift the whole train halfway out of sampler (DO
        NOT TILT)  (See Fig. 2).  Examine bubblers to make
        certain that they are "bubbling".  If not, check for
        loose connections in the train.

    ?•  Turn off timer and set for sampling period.
        See timer instructions.
    8.  At the end of the sampling period, record the vacuum
        gauge reading on the record sheet in the space marked
        "End-Open".
                        in

-------
 9-   Close the pinch clamp as tightly as possible.   Observe the
     vacuum gauge and record the reading on the record sheet in
     the space marked "End-Clamped".


10.   Turn the timer switch to Lhe "off" position.  Open pinch
     clamp.

11.   Gently pull off the connecting tubing from the stopper
     of the bubbler.  (Do one bubbler train at a time so as
     not to intermix bubblers, needles or caps).  REMOVE FRONT
     PLEA TED TUB PIG FIRS T (See Fig. 5).

12.   Remove the sampling bubbler.  Replace the dummy bubbler
     in the sampler.

13.   Replace the caps on the sampled bubbler.  BE SURE TO
     PLACE THE CAP OVER THE OPENING NEAR THE PAINTED SIDE
     OF THE BUBBLER LID FIRST.  Press on firmly and place in
     shipping block (See Fig. 6).

14.   Disconnect the shank end of the hypodermic needle from
     the metal connector attached to the exhaust hanifold.
     (Fig. 8)

15'   Withdraw the needle from the small red rubber stopper,
     replace the protective cap and place with the correspond-
     ing bubbler.  THE NEEDLES MUST BE RETURNED.

16.   Repeat steps 12 through 16 for the other bubblers.
                         112

-------
C.  Preparation for Mailing

    1.   Fill out the record  sheet  in duplicate.

    2.   Note any unusual activities  or conditions near the site,
         such as fires Involving  burning coal or oil. largecoal
         burninK power plants,  smoking stacks, rain, snow, fog,
         Inversions, etc.

    3.   Note the conditions  of the membrane filters.  If they are
         discolored or cracked, request new ones.   If any other-
         parts are broken or  appear to be in doubtful condition,
         request replacements.  (See fig. 9 for ordering parts)

    4.   Fold the original copy of  the record sheet and wrap around
         one of the sampling  bubblers.  Retain the duplicate copy.

    5-   Pack the bubblers in the mailing container.

    6.   Affix the return mailing label.  Mail  promptly, or deliver whichever
         procedure is adapted.
                             113

-------
FIGURE 1

-------
FIGURE 2
  115

-------
116

-------
117

-------
118

-------
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                                         119

-------
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   '120

-------
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                                         121

-------




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-------
   GAS  SAMPLE  RECORD  SHEET
               Budget Bureau No. 85-R0084
               Exp.res 1-31-75
              NATIONAL  AIR  SURVEILLANCE  NETWORK
SAMPLER SERIAL NO.	
SITE	
BLOCK NO.
              CITY or TOWN )
(SAMPLER LOCATION )
WIND
	 DIRECTION
[~~| CALM
[J LIGHT
f | GUSTY

DATE 	
DOOOO TO 2400
HOURS
Q OTHER EXPLAIN
VISIBILITY
Q CLEAR
Q HAZY



METER READING
START
END
OPEN


CLAMP


SKY
Q CLEAR
Q SCATTERED
| 	 | OVERCAST


HUMIDITY
D DRY
[~] MODERATE
(_J HUMID
[ ~| RAIN

TEMP. ฐF
tZ3 <2ฐ
Q 20-40
[j] 41-60
[71 61-80
CU >8ฐ
REMARKS & UNUSUAL CONDITIONS OR ACTIVITIES NEAR THE SITE

                            123

-------
Calibration Procedure - Flow needle on SOp bubbler


     A Becton-Dickson 27-guage,  3/8" long hypodermic needle is  used
as the critical flow orifice in  the S02 bubbler train.   The expected
flow range is 180-240 cc/nn'n. The needle flow is measured and  recorded
at the beginning and end of each run.   An average is then calculated
from both flov/s and recorded on  the orange data card. All recording on
Data Card should be initialed by operator.

Procedure

     1.   Turn on pump.
     2.   Put needle on needle holder.
     3.   Push needle through serum stopper.  Make sure  the end  of the
         needle is unobstructed  in the glass tube.
     4.   Allow air to flow until the rotameter ball  indicates
         a steady reading.
     5.   Note this reading and refer to the calibration curve
         to obtain the corresponding flowrate in cc/min.  See
         Notes A & B.
     6.   Record the flowrate on  the orange data card..
     7.   Remove the needle from  the serum stopper and holder.
     8.   Return the needle to service  or store in packet,
         rating the flowrate on  the packet.
     9.   Turn off pump.
Notes:
     A.  The flowrate range for the initial  flow of a new or used
         needle must bo between 180-240 cc/min.  Discard tHe~ needle
         if it is outside this range.

     B.  The final flow measurement must not be different than the initial
         flow measurement by more than ฑ10 cc/min.   Discard the needle
         if it is outside this range.

-------
                    Daily Operating Procedure
                          for CO Analyzers

Note:  During Steps 1  - 8, it is important  that  no adjustments  be  made
       to the instrument.   Record the necessary  readings  only.

1.  Fill  in the top part of the "Daily Check Sheet" and  record  the
    following information in the indicated  columns:
    a.   Date - record  current date.
    b.   Sample flow reading.  Record the reading of the  sample  flowmeter
        reading the center of the ball.
    c.   Water trap.  Record a checkmark if  water is observed.   If
        water is observed, drain the trap and have the air dryer
        checked.
    d.   Pressure guage.  Record the reading of the cell  pressure
        guage.
    e.   Catalytic oxidizer.  Record a check mark if the  meter  is not
        in the red.  If the meter does not  read  in the red, use the
        zero gas cylinder in place of the oxidizer.
    f.   Air dryer.   Record the temperature  of the sample gas leaving
        the air dryer, as  recorded by the thermometer in the sample line.
        If the temperature is not between 35 - 39 ฐF the dryer  is  not
        operating properly.  All data must  be invalidated if outside
        this range, back to the last acceptable  temperature check.
    g.   Silica gel.  Record a checkmark when 3/4 used, then replace.
    h.   Instrument filter.  Check to make sure the filter holder is tight.
                             i
                             •126

-------
 2.  Place the toggle valve under the dryer to the closed position.
     Readjust rotameter to the same setting as recorded in Step Ib.
 3.  Connect a line from the manifold on the dilution system to the
     pump inlet of the CO analyzer.  NOTE: See instructions the
     Catalytic oxidizer if it is not working properly.
 4.  If the span gas does not require dilution, adjust the flow
     through the catalytic oxidizer to 4.0 liters/inin. and allow the
     gas to vent.  Do not exceed 4.5 1/m through the oxidizer.
 5.  Leave valves C and D in the sample positions.
 6.  Allow an excess of span gas to flow for at least 5 nrin. to
     establish a span trace on the chart.  Record the span reading in the
     Unadj. Span column; and record the span knob setting.
 7.  Allow zero gas to flow for at least 5 min. to establish a trace
     on the chart.  Record the zero reading in the Unadj. Zero
     column, and record the zero knob setting.
 Adjustments
 8.  Check to make sure the rotameter is set at 3.0, and the flow through
     the catalytic oxidizer is sufficient as in step 4.  The toggle
     valve on the air dryer should still be closed.
 9.  If the zero reading is not 5.0% of chart, adjust the Zero knob until
     the reading is 5.0%.   Allow 5 min. to establish the new zero trace
     if an adjustment has  been made.
10.  Vent the zero gas from the catalytic oxidizer and turn on the span
     gas, adjust the rotameter to 3.0 and adjust the span gas flow
     through the dilution  system so it exceeds the sample flow of the
     instrument as done previously.

                               127

-------
11.  Observe the scale reading and use the calibration conversion table



     to convert to PPM.



12.  The unadjusted span indication at this point  must agree  with the



     span gas calibration within +5.0% chart.   If  it  does,  correct the



     difference with the span adjustment.   If  it does not,  a  6  point



     recalibration must be performed.   See the section pertaining to this



     procedure.  Also INVALIDATE all  of the data back to the  previous



     acceptable span check.



13.  Disconnect the span gas and reconnect zero gas,  if necessary



     adjust the zero control as in step 10.



14.  Reconnect the sample probe line to the instrument, turn  off the span



     gas cylinder valve at the tank.   Turn the catalytic oxidizer to



     vent and adjust the flow through  the  oxidizer to about 0.5 1/m.



15.  Make sure the instrument is still in  the  sample  position.



     a.  Adjust the valve on the rotameter to  a reading greater than 3,



         such as 7.



     b.  Open the toggle valve at the  base of  the  dryer.



     c.  Adjust the regulating valve at the base of the dryer until  the



         rotameter reads 3.



     d.  Adjust the cell to  25 psi.



16.  Record the following on the "CO Instrument Check Sheet"  in the



     proper column.



     a.  Adjusted zero knob  setting



     b.  Adjusted span knob  setting



     c.  Span gas cylinder pressure



     c.  Zero gas cylinder pressure.




17.  Inspect the strip chart recorder ink supply.




                                 '128

-------
18.  Inspect the strip chart paper supply.
19.  Check and adjust the chart time synchronization.
20.  Inspect the preceding 24 hours of recorder trace.   Note  the  follovnng:
     a.   Trace is a straight line for several  hours
     b.   Trace has square corners or is stepping.
     c.   Trace is noisy or erratic.
     d.   Trace has any other abnormal  pattern.
     e.   Trace is not a straight line during  zero  or span tests.
     f.   Drift exceeds 1.0% of chart in 24  hours.
21.  Recheck flowmeters,  ink supply, time sync, chart  supply,  and water
     trap.
                             129

-------
                   WEEKLY CHECKS

Inspect the pre-filter located on the inlet of the pump.
NOTE:  This filter should not have to be changed more often
than once a month, but under extremely dirty conditions you
may find it necessary to change it more often.
Check the instrument and air dryer for leaks, in the following
manner.
a.  Make sure the valves on the air dryer are in the sample position.
b.  Close the toggle valve at the base of the air dryer.
c.  Adjust the rotameter on the analyzer to read 3.0 center of ball.
d.  Connect a line from the inlet of the analyzer pump to one of
    the mass flow meters on the zero- dilution system the flow
    should read between 2.5 and 3.0 liter/nn'n. if it exceeds 3.0 liters/min
    there is a leak in the system from the pump through  the analyzer.
e.  If any leaks are found make necessary repairs and repeat zero
    and span checks because the possibility exists that  some ambient
    air is diluting your system during zero and span giving erroneous
    readings.
f.  Make entries at the bottom of the daily sheet in the  spa-ce
    weekly checks of any inspections, adjustments, repairs, etc.
    performed on the instruments.
                           .130

-------
     Procedure for Six Point Calibration of MSA CO  Monitor
Equipment Required:

     a.  Dilution apparatus
     b.  CO SPAN GAS CYLINDER (Certified)
     c.  Calibration curves for mass  flowmeters
     d.  Necessary tubing and guages  for hooking  up  to  instrument.


NOTE:  The calibration procedure should  not be  preformed  before  the
instrument has been  operating at least 24  hours,  the oxidizer  should
be up to normal  operating temperature, and after  all  the  operational
tests have been  completed and instrument operating acceptable.

Procedure:

Step I - Zero the instrument to 5.0%  of  chart,  allow at least  5  min.
         trace.

         a.  Selector valve in sample position
         b.  Span Gas Toggle valve closed
         c.  Zero air flow set at 4.0 liters/min.
         d.  Connect a line from the  dilution apparatus
             manifold to the inlet side  of the  pump.
             Note:  The toggle valve  on  the air dryer must  be
             closed  and the dryers checked for  leaks  as indicated
             in  the  weekly operator's procedure.
         e.  After zero baseline is established,  turn the
             selector valve to vent.   Lower the flow through
             the oxidizer to 0.5 liters/min.

Step II - Span the instrument to the  concentration marked on the cylinder.
          Allow  at least a 5 minute trace.

         a.  Open span gas cylinder valve  and the toggle  valve on
             the dilution apparatus to inject span gas  to the  instrument.
         b.  Adjust  the cylinder pressure  regulator  and regulator  valve
             until a flow of about 4.0 liters/min is  obtained.
         c.  Adjust  span to correct % chart.

         EXAMPLE:  Span cylinder contains  40.0  PPM.   You  calculate  the
         correct % chart by the the following:

         Span gas concentration X 2 + 5.0% baseline.
          40.0 PPM X 2 + 5 = Correct  Span  Setting

         d.  Recheck the zero,adjust  if  necessary as  done in Step  I.

-------
Step III - Multi-point calibration

           a.   Span the instrument  as  in  Step  II
           b.   Turn the zero air selector valve  on  the
               dilution apparatus to sample  and  prepare  to
               make 4 additional  calibration points by
               dilution of the span gas.
               NOTE:   When making dilutions  make  sure the
               total  flow of span gas  and zero air  is about
               4.0 liters/min.
          c.   Example:  Calculation of multi-point calibration
          SPAN GAS L/MIN X CONCENTRATION OF SPAN GAS   =  PPM
          ZERO AIR L/MIN + SPAN GAS L/MIN

          3.0 LITERS/MIN X 40.0 PPM           =  120    _ ,n
          1.0 LITERS/MIN + 3.0 LITERS/MIN        3.0    -JU-

          30.0 PPM X 2 + 5.0% ZERO = 65.0% Chart

          d.  Plot the 6 calibration points including the zero on
              the calibration curve, also complete the calibration
              log sheet.
                                132

-------
                      133
/-•/->_ -^..'l
l_-ป v-'   . — ••
                         IJ LiLWTl'o/J

-------
                    EXTERNAL AUDIT PROCEDURE'S
                        FOR CO SPAN GAS
    In order to check the long term calibration accuracy of the CO
span gas used at the A and C sites, an external audit procedure will
be followed.  This procedure uses ccparate "C"  cylinders of 35-45 PPM
CO in air that have been calibrated by Tom Clark of the Quality Control
Branch at NERC.  Once a month one of these "audit" cylinders is sent
to L. A. to coincide with the routine monthly 5 point calibrations
using the "working" standard cylinders.  Immediately after calibration
with the "working" standard, a complete recalibration with the "audit"
standard is performed.  If the calibration curves differ by more than
+_ 5.0%, the "working" standard should be recalibrated against the "audit"
standard.  The "audit" standard should then be returned to NERC for a
recheck of the standard calibration.  Do not INVALIDATE the previous
month's data unless the "audit" and "working" standard disagree by
more than + 10.0%.
                           134

-------
                        CO Instrument Daily CHECK SHEET
City
Site Location
Site Number
Instrument S/N:
Date Last Calibration
Sample Rotameter Setting
Pressure Guage Reading _
Zero % Recorder Chart 	
Span % Recorder Chart 	
Span Knob Setting 	
Operator 	
a.
b.
/ c.
/ d.
/ 0.
/ f.
/ g.
/ h.
/ i.








Date
Sample Rotameter
Water Trap
Pressure Guage
Catalytic Oxidizer
Ai r Dryer
Silica Gel
Instrument Filter
Manifold & Probe
Unadjusted Zero % Recorder
Unadjusted Zero Knob Settina
Unadjusted Span % Recorder
Unadjusted Span Knob Setting
Adjusted Zero Knob Setting
Adjusted Span Knob Setting
Span Gas Tank Pressure
*Zero Gas Tank Pressure

























































































































































      Comments or Problems:
                                      135

-------
   O
   •3:
   UJ
                90
             ^   80
                70
                60
                50
                40
                30
                20
                10
             NAME
     LOCATION1.. .
                                                                    (
     SAMPLE ROTAMETER SETTING _
     ZERO BASELINE.'(% RECORDER
     SPAN (% RECORDER CHART) _
     CALIBRATE. ADJUST. SETTING...
     DATE ;	|__	j	:_J	
     S/N  . .  ;    .  '  ...    i  _ .
                                                                           CHART)!.
                                                CALIBRATOR

FSU #7
                               10
20
   30
PPM CO
40
                                             136
50

-------
               READING STRIP CHARTS TO ESTIMATE               r
                 HOURLY AVERAGE CONCENTRATIONS                '
                                                              f
Instructions for converting strip chart traces to hourly
averages.
The ink trace on the strip chart represents the instantaneous
pollutant concentration at any given time.  For this project,
all concentrations will be reported as hourly averages.  The
conversion from instantaneous values to hourly averages must
be made manually, according to these instructions.
1.  Obtain the strip chart pertaining to the pollutant.
    Also obtain the calibration curve for* the instrument
    which produced the strip chart.
2.  If the previous day's data is to be converted, the strip
    chart will still be on the chart recorder.  In this case,
    carry out a zero and span operation before converting
    the drita in order to establish an updated zero baseline,
3.  Obtain and fill in the top part of a blank hourly average
    form.
4.  Locate the two most recent calibrations on the strip
                                              ซ
    chart (usually today's and yesterday's) and determine the
    percent of chart corresponding to 0 ppm for each.  See
    Figure 1.
5.  Use a straight edge to draw a straight line from the first
    zero (after adjustment) to the second zero (before
    adjustment).   This line will provide a'correction factor
    to account for baseline drift of the instrument during
    the time between the two calibrations.  See Figure 1.
6.  For each hour, consider th'e trace between the two hour
    lines marking each hour's readings.  For example, the trace
    for the 8:00  o'clock to 9:00 o'clock hour will lie between
    the line marked 0800 and the line narked^0900.  Note that
    military time is used so that the hours run from 2400 (same
    as 0000) to 2300.
                            137

-------
 7.  Using a straight edge or a reticle, construct a line
     on top of the trace and parallel to the chart division    f
     lines, such that the area bounded by the trace and the
     two hour lines is equal on both sides of the line.  See
     Figure 2.  A suitable reticle can be constructed as
                                     >i,.
     shown in Figure 3.
 8.  When the areas are  judged to be equal, read the position
    * of the line as percent of chart.  Record this on the
     data f orm.
 9.  Determine the baseline value in percent of chart for each   ,
     hour.  Do this by reading the position of the straight line
     drawn between the calibration points..  Use the value at
     the center  of the hour.  See Figure 2.
10.  Repeat this for each hour, recording the readings and baselin
     values on the data  form.
11.  When all readings have been recorded, subtract the baseline
     valuer from the readings and record the differences on the
     data form .
12.  Now, for each hour, convert the percent-of-chart values to
     ppm valuc^  by using the calibration conversion table
                                               •*
     prepared by the calibration team.
                           138

-------
     CARI>
                            Z PIECES
                                                     nit:
          FULL SIZE
Figure 3.   Construction of reticle.   Cut a notch in a
cardboard  card as shown, put two pieces of transparent
tape over  notch and draw a vertical  straight line on
the tape with a ball point pen.
                        139

-------
                               *J~-,  P.rj/t•:•/''•/, j, •..
         , •  .'/ / /: t  .  J.'*•  i .^i i-   <, ,T ,„ G
              •40:. i i  '50    :  'GO   • ':'701  •
                                          r.,*;,",~c '^P-T-']' .;". •
                                          '•('"^fTl!;!  Mi!  :!
                       FIGURE  1  •


CONSTRUCTION OF^STRATCHT  LINK FOR IJ.V.KLINM; CORRHCTION

                        140

-------
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HOUR

9-10
10-11
11-12
12-13
13-14
11E -\D-
ING

30.0
ซ
33.5
22.5
28.5
22.5
BASE-
LI NE

5.0
4.5
4.0
4.0
3.5
UIFFP:R-
EXCE

25.0
29.0
18.5
>%
24.5
19.6
+5 FOR
PPM CONV

30.0
34.0
23.5
29.5
24.0

PPM





                 J_LL_i
                                                                                          3
                                                                                          ',1
                                                                                          O
                                          FIGURE 2


                  ESTIMATING BASE LINT.  AND AVERAGE VALUES FOR EACH HOUR

                                           141     ^

-------
                                  HOURLY AVERAGES
CITY
       /o5
                                              SITE NUMBER
'"".  LOCATION
                                               POLLUTANT
                                                                  Co
DATE
                                             OPERATOR
- HOUR
0-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
3-9
9-10
10-11
11-12
12-13
13-14
14-15
15-16
16-17
17-18
18-19
19-20
20-21
22
22-23
23-24
READING
/O. 0
9- 5
?.o
7.0
6.0
/o-o
/5.a
/?. o
ttf.o
ll.o
iS.o
W.o
If.o
/3.0
/5-o
2-^/^0
77.0
20-&
W-o
IS.o
/>f.o
ttj-o
/5-o
/^.o
ZERO
BASELINE
5.o
I
I
V



















.. . ... 	 _ 	 _ I/O
DIFFERENCE
*
5.o
^.5
3. o
7.o
/. o
5. o
/o. o
/y. o
/). 0
n.o
to. o
9-0
9. ฃ>
S--o
/o. o

7?. o
/ฃo
%o
/o. o
?-0
?. o
A*, o
7.^>
ADD
+ 5
























ppm
7.5
^.0
A 5
/. 0
.5
?.S
So
7-0
4". 5 '
ฃ.0
S.o
ฅ-5
V-5
V. 0
&o

//.ป
75
**5
5.0
^ 5
*+,s
So
I 3.^

-------
General Description



     For analysis of total sulfur, this instrument uses the flame photometric



detector, which detects the 394 nm-centered band emitted by sulfur-containing



compounds in a hydrogen rich air flame.  High specificity is achieved by the



geometric arrangement of the burner that optically shields the photomultipljer



tube from the primary flarne and by use of a narrow bandpass interference filter.



     Most of the operational problems in the past with FPD analyzers has been



attributed to air sample flow fluctuations.  With the addition of a dilution



air orifice inlet filter, better known as the C.F. Smith modification, this



problem has been corrected.



     Numerous ratios of hydrogen to air sample can be used i"n FPD analyzers.



The only reason to increase the hydrogen to air sample ratio is to decrease the



sensitivity of the FPD detector to flow variations.



     For the California study, we will use a hydrogen flow of 140 cc/min arid



an air sample flow of 175 cc/min.  The recorders will be connected to the



0-1 volt connecting posts on the rear panel (red +, black -) and operated on the



0 to 1  volt range.  It is necessary to use a recorder that has zero offset



capabilities (Esterline Angus Speed Servo  II).



     Although; the analyzer has both a metered sample inlet and a-direct sample



inlet  we will  use only the direct sample air inlet and monitor the air sample



flow periodically with a 0-300 cc range mass flow meter.



     It is important that you use a short (2-foot) length of tubing that has



never before been exposed to SOp to connect the analyzer to the drying tower



(zero scrubber).   If 3'ou accidentally expose this tubing to S0o> you will have



to replace it with a new unused section.
                                   144

-------
Operating Information
I   Front Panel Description
      (1)  Hydrogen  Flow Control Knob;  This control is located at the base
      of the H2 rotameter.  It is used to set the flow rate of the H2 gas.to the
      photometric detector.  CAUTION:  This is not a shut-off valve.  When
      turning the hydrogen off, close the flow control until the ball in the
      rotameter just comes to zero.  If the flow control knob is turned beyond
      this point, the valve may be damaged.
      (2)  Sample Air Flow Control Knob:  This control knob, located below the
      air flow rotameter, adjusts the sample air flow to the flame photometric
      detector.
      (3)  Power Switch:  The power switch is located in the lower left area
      of the panel and when in the "on" position, it provides power to the
      instrument from the AC power source.
      (4)  Ignition  Button:  This button, located below the H_ flow control
      knob, is a momentary contact push button, operated off the 6.3 volt
      circuit to energize the glow plug.  It is used to ignite the hydrogen
      and air mixture in the burner chamber of the detector.
      (5)  Zero Control:  This control, located just below and to the left of
      the panel meter, is used to adjust the zero reading when calibrating the
      instrument.  A mechanical locking feature is part of this control and it is
     operated by rotating the base of the knob clockwise to lock and counter-
     clockwise to release.
      (6)  Span Control:  This control, located to the right of the zero control
i     and below the  panel  meter, is used to adjust the scan when calibrating the
     instrument.  It has the same mechanical locking feature as the zero control,
                                   145

-------
II  Rear Panel  Description
      (1)  Power Source Lead:   The power-source lead  is  provided  for  connection
      to a 115  VAC,  60 HZ source.   It is located in the  lower  left  corner.
      (2)  Electrical  Outlets:   Two electrical  outlets  (115v)  which are  on/off
      controlled by the analyzer power switch are provided  for the  external
      vacuum pump and  recorder.   The pump may be connected  to  a separate source
      if desired.
      t3)  Connection  Posts:   The  one volt (red) and  ground (black) connection
      posts are on the left side of the panel  for use with  a strip  chart
      recorder.   This  is the  nonlinear output connection  that  we  will  use.
      Don't use the  1  volt linearized connecting prsts.
      (4)  Dilution  Air:  Dilution air is furnished to the  analyzer through
      an orifice inlet near the  center of the  panel.  The 4 liters/min. flow of
      dilution  air is  provided  by  the ^18 hypodermic  needle which is  lodged
      in the rubber  septum which caps the dilution  inlet  pipe  and is  connected
      to a 37 mm mi Hi pore filter  holder.
      (5)  Vacuum Outlet:   Located directly below the dilution inlet  is  the
      vacuum outlet  from the  analyzer to which  the  external vacuum  inlet hose
      is attached.
      (6)  Sample Air  Inlet:   Located to the right  of the electrical  outlet
      plugs is  the direct sample air inlet.   Don't  use the  metered  air sample
      inlet.
                                       146

-------
                                                                                      I
 Calibration and Set-Up,                     k
 I  Set-up
      (1)  Connect the analyzer to a 115 VAC,  60 HZ power source,  Plug the
      external vacuum pump into the electrical outlet on the back of the analyzer
      which is controlled by the power switch  (a separate 115 VAC, 60 HZ power
      source may be used).  Use 1/4" tubing to connect the pump air intake side
      to the vacuum outlet.on the rear panel.
      (2)  Connect a strip chart recorder that has a zero offset capability to
      the 0-1 volt nonlinear connecting posts  on the rear panel  (see II (3)
      Operating Information).  Use the recorder 0-1 volt range.
      (3)  Connect the regulated hydrogen source to the hydrogen inlet on the
      rear panel in the upper right hand corner.
      (4)  Fill a drying tower with soda/lime  and connect it to  the instrument
      with a two-foot length of new tubing that has never before been exposed
      to S02 to the direct inlet (see n (6))  Operating Information).
IL    Calibration
      0)  Turn on power.   Allow the analyzer  to warm up for 15  minutes.
      (2)  Ignite the burner as per instructions at the NERC.
      (3)  Roughly adjust the Hฃ flow to 140 cc/min and the air  sample flow
      to 175 cc/min and allow the analyzer to  warm up for at least 4 hours.
      (4)  Adjust the hydrogen generator output pressure to 20 psi.
      (5)  Set the recorder range selector to  0-1 volts, short out the input
      and adjust the zero offset to 5% chart.
      (6)  Disconnect the drying tower from the two-foot length  of tubing.
      (7)  Connect an accurately calibrated 0-300 cc/min,mass  flow meter to the
      two-foot length of tubing that is connected to the direct  inlet of the
      analyzer.
                                        147

-------
     (8)  Adjust the H2 flow to 140 cc/min and the air sample flow to 175 cc/min.
     These adjustments must be accurate and precise.  Use the supplied H2 curve
     to determine the H2 rotameter setting for this flow rate.
     (9)  Disconnect the mass flow meter and reconnect the drying tower.
    (.10)  Allow the analyzer to sample zero air for one hour, then carefully
     reset zero to 5% chart using the zero adjust knob.
    (11)  Disconnect the two-foot length of tubing and the drying tower from
     the direct inlet air sample of the analyzer.
    (12)  Connect the direct inlet air sample to a .  calibrator manifold  using
     a length of Teflon tubing that is the same length as the tubing that
     will  be used to connect  the analyzer to the air sample mani.old.  Generate
     a sample concentration of .080 ppm S0?.  After the analyzer stabilizes
     on this concentration, adjust the span control to make the recorder pen
        read 58.0% chart.  NOTE:  DO NOT CALIBRATE THROUGH THE AIR SAMPLE LINE.
    (13)  Generate the following concentrations of SOg and record the analyzer
     response to them:  .080, .054, .0429, .0365, .0256, .0187.  Compare  these
     values to the supplied calibration curve.  If it doesn't match, recheck
     the H2 and air  sample flows.  This curve should repeat within 0.5% chart
     at the span point of .080 ppm.
    (14)  When running a calibration check after the initial set-up and
     calibration, generate a .080 ppm SOp concentration and observe and record
     the analyzer response before any adjustments are made.
Daily Instrument Operation
     To assure accuracy and uniformity of the data, the following operational
procedures must be carried out by the instrument operator each day.  It is very
important that they be performed exactly as directed and in the directed sequence.
Record all readings requested on the daily check sheet.
                                     '148

-------
  (1)  Short out the recorder input and adjust the recorder pen to 5% chart.
  (If you use Ester!ine Angus recorders this can be done with the red range
  selector switch in the upper right hand corner.)
  (2}  Record the unadjusted hydrogen generator output pressure on the daily
  check sheet.
  C3)  Record the unadjusted hydrogen flow on the daily check sheet.   Convert
  the rotameter readings to cc/min using the rotameter calibration chart.
  (4)  Remove the sample line from the direct input port.  Connect one end
 of the two-foot zero air line to the direct input port and connect  the
 other end to the output port of the mass flow meter.  After the mass flow
 meter reading stabilizes, record the unadjusted air sample flow, in cc/min,
 from the mass flow meter calibration curve, on the daily check sheet.
 NOTE:   WE WILL NOT USE THE METERED INLET.
 (5)  Adjust the air sample flow to 175 cc/min again using the mass  flow
 meter calibration curve for this value.
 C6)  Disconnect the mass flow meter from the two-foot zero air line and
 connect it to the drying tower (zero scrubber).
 (7)  Adjust the hydrogen generator output pressure to 20 psi.
 (8)  Adjust the hydrogen flow to 140 cc/min (46 on the h^ rotameter at 20 psi).
 (9)  Allow the-analyzer to sample zero air for 30 minutes.  Record  on
 the daily check sheet the unadjusted zero value in per cent chart.
(10)  Disconnect the zero line and drying tower from the direct input port
 and reconnect the sample line.
(11)  Check water level  in the hydrogen generator and refill  when it is
 half empty.   Be sure there is enough water to last over weekends and
 holidays.

-------
(12)   Replace the miTHpore filter on the dilution air  orifice

 (hypodermic needle)  every two  weeks.
                  Rotameter  Calibration
                Center of Ball  Readi'i.i, *
                     at 20 psi
49
48
47
46
45
44
43
42
157.0
151.9
146.7
140.0
135.9
132.3
127.2
122.5
ccm
if
ii
11
ii
n
ii
u
                         150

-------
 5  *
 N  N^
 x  >
 <  
-------
 DAILY INSTRUMENT OPERATION BENDIX T.S.

      To assure accuracy and uniformity of the data, the following
 operational procedures must be carried out by the instrument operator
 each day.  It is very important that they be performed exactly as
 directed and in the'directed sequence.  Record all  readings requested
 on the daily check sheet.

 (1)  Short out the recorder input and adjust the recorder pen to 5%
      chart.  (If you use Esterline Angus recorders, this can be done
      with the red range selector switch in the upper right hand corner.)
                                              •p ae$iปfie
 (2)  Record the unadjusted hydrogen generator^ output on the daily check
      sheet.

 (3)  Record the unadjusted hydrogen mass flow meter reading on the
      daily check sheet.

 (4)  Switch the sample flow switch to the "meter" position.  After one
      minute record the unadjusted sample flow on the daily check sheet.
      Readjust the rotameter to 55.  Return the switch to the "meter by-pass"
      position.

 (5)  Disconnect the sample input line from the analyzer.  Connect a
      drying tower that is filled with soda lime to  the sample inlet port
      of the analyzer.

 (6)  Adjust the hydrogen generator output pressure  to 40 psi.

 (7)  Adjust the hydrogen flow to 200 cc/min. on the mass flow meter.

 (8)  Allow the analyzer to sample zero air for 30 minutes.  Record
      on the daily check sheet the unadjusted zero value in percent chart.

 (9)  Disconnect the drying tower from the analyzer  and reconnect the
      sample line.

(10)  Recheck the hydrogen flow and sample flow to make sure they are
      200 cc/min. and 55.  Readjust them if necessary.
                                  i
                                  J153  :

-------
                 SET-UP BENDIX TOTAL SULFUR ANALYZER
(1)  Connect the analyzer to a 115 VAC, 60 Hz power source.

(2)  Connect a stri'p chart recorder that has a zero offset
     capability to the 0-10 MV connecting posts on the front
     or rear panel.  The multirange analyzer S/N 27949-2 will
     be operated on the 0-5 MV recorder r,$.ng,e with the
     selector switch in the .2 ppm position.  The 0-1  ppm
     fixed range analyzer S/N 27949-1  will be operated with
     the recorder range of 0-1 MV.  This will make both analyzers
     have a 0-.095 ppm scale on the recorders.  The fixed
     range analyzer may have a somewhat noisier trace  but this
     will be tolerated to achieve equal operating scales.

(3)  Connect a 0-300 cc/min. mass flow meter in the H? line.

(4)  Connect the regulated hydrogen source from the mass flow
     meter to the inlet on the rear panel.

(5)  Connect the MSA filter assembly to the dilution air
     inlet on the rear panel.

(6)  Adjust the recorder zero to 5% chart.

(7)  Precede to step 3.3-b.  Turn-on procedure.

(8)  Adjust the hydrogen output pressure to 40 psi. at a flow  of
     200 cc/min.
                                j 154

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                          SECTION 3 OPERATION
3.1  GENERAL
     This section contains the operational  instructions  for the Total  Sulfur
Analyzer.  These instructions include the identification and  function of
the controls and indicators, the turn-on procedure and initial calibration,
operating procedures, routine calibration,  and the turn-off procedure.

3.2  EQUIPMENT CONTROLS AND INDICATORS

     The controls and indicators of the Total  Sulfur Analyzer are  illustrated
In Figures 7-2 and 7-15 and listed in Tables  3-1  and 3-2.  Table 3-1  presents
the indicators in reference number sequence defining name,  and function.
Table 3-2 presents the controls in reference  number sequence, defining
name, position, and function.  Prior to energizing the equipment,  it  is
recommended that the operator become familiar with the function of each
indicator and control.

3.3  TURN-ON PROCEDURE AND INITIAL CALIBRATION

     Complete the following steps in the sequence indicated to turn on the
equipment and complete the initial calibration:

     b.   Ensure that the output regulator on  the  hydrogen generator is set
         for an output of 40 psi.

     c.   Set the POWER switch to the ON position  and verify that the  POWER
         indicator illuminates, the cooling fan is operating, and  the
         FLAME OUT indicator illuminates.

     d.   Set the PUMP switch to the ON position and verify  that the
         evacuation pump is operating.  Evacuation pump  operation  may
         be determined by placing the SAMPLE  FLOW selector  switch  in
         the METER position and observing and  indication on the SAMPLE
         flowmeter.

     e.   Momentarily depress the IGNITE switch and note  the indication on
         the mass flowmeter in the H2 line.   Ensure that the indication
         is as specified on the base of the rotameter.   If  it is not,  adjust
         the HYDROGEN valve on the front panel to obtain the correct  reading
         (200 cc/min.).
                                   155

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                TABLE 3-1  TOTAL SULFUR ANALYZER INDICATORS


FIGURE 7-2
CALL OUT              NAME                        FUNCTION

    1          POWER indicator (DS1)        Indicates  presence  of primay power
    2         PUMP indicator (DS2)         Indicates  presence  of pump  power

    3         FLAME OUT indicator (DS3)   Indicates'Vlame  is  extinguished  in the
                                            detector cell
    4         PPM SULFUR meter (Ml)        Indicates  concentration  of  total  sulfur(TS
    5         HYDROGEN rotameter          Indicates  hydrogen  flow

    6         SAMPLE flowmeter       '     Indicates  sample flow rate  to the
                                            detector cell
                                     156

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                      TABLE 3-2 TOTAL SULFUR ANALYZER CONTROLS
     FIGURE 7-2
     CALL OUT
     NAME
 POSITION
        8


        9

       10

       11


       12
       13


       14
ure 7-15
ure 7-15
ure 7-15
SPAN adjustment    As required
Control (R15)

ZERO adjustment    As required
Control (R16)

POWER switch (SI)  ON

PUMP switch (S2)   ON

IGNITE switch (S3) Momentarily
                   Down
SAMPLE FLOW
METER
                   Selector switch (S4)
                                      METER
                                      BYPASS
ADJUST needle
Valve

HYDROGEN
Needle Valve
NONSULFUR
SUPPRESSION
adjustment control
(R17)

EXPONENT ADJ
Control (R18)
EXPONENT ADJ.
Control (R20)
As required


As required



As marked
As marked
Factory
adjustment
Used as a find adjustment to calibrate
system to a known sulfur concentratior

Electronically zeros the instrument
with burner flame out.

Applies primary power to instrument.

Applies power to evacuation pump.

Used to initially ignite hydrogen in
detector cell after flame out.

Connects SAMPLE flowmeter into flow
path.
Bypasses SAMPLE flowmeter.
Used to adjust the flow rate of the
dilution air.

Used to adjust the hydrogen pressure
at the input to the capillary to
assure the correct flow.

Offsets the background luminescence
of the flame with no sulfur into the
instrument.
Adjusts the voltage applied to the
photomultiplier tube in the detector
cell (coarse span adjustment).

Establishes the exponential curve
for the exponential amplifier.
                                         157

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        158

-------
                              NOTE


               THE HYDROGEN mass flowmeter reading
               should be 200 cc/min.  at 40 psi.
                            WARNING


               Hydrogen is highly explosive and extreme
               caution must be exercised when connecting
               the bubblemeter.  Vent the output of the
               bubble flowmeter (hydrogen) to a safe
               venting area.


f.  Set the SAMPLE FLOW selector switch to the METER position.   Note
    that the indication on the SAMPLE flowmeter is an specified on the
    supplied data sheet.  If it is not, vary the ADJUST needle  valve
    to obtain the correct reading.

                              NOTE


               This SAMPLE flowmeter indication 55 corresponds
               to a flowrate of approximately 170 cc/min.
g.  Set the SAMPLE FLOW selector switch to the METER BYPASS position,


                              NOTE


               Allow a minimum of thirty minutes  warm up
               time to allow the temperatures  to  stabilize
               prior to proceeding to the next step.
                                  159

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3.3.1  ZERO ADJUSTMENT

       Adjust the Total  Sulfur Analyzer for electronic  zero  by
performing the steps outlined below,  with the flame
       a.  Inject zero gas into the instrument via the  SAMPLE  bulkhead  connectt

       b.  Adjust the ZERO adjustment control  for a zero  indication  on
           the recorder at 5% chart.       ^ ., ,

       c.  Depress the IGNITE switch  until  the FLAME OUT  indicator
           is extinguished.

       d.  Adjust the NONSULFUR SUPPRESSION adjustment  control  for a
           zero indication on the recorder.

       e.  Operate the instrument on  zero gas  for 30 minutes to ensure  that
           there is no zero drift.

3.3.2  SPAN ADJUSTMENT

       Calibrate the Total Sulfur Analyzer by  performing  the steps outlined
below.  All switches remain in the same position  as 3.3.1  step e except as
noted.

       a.  Connect the SAMPLE input to the calibration  system  and adjust
           it to obtain a .080 ppm concentration  of S0~.


                             NOTE

           Ensure that the flowrate of the span gas source is
           greater than 300 cc/minute to prevent  further  dilution
           of the span gas.  Also, ensure that the span gas is
           routed via an open manifold to prevent pressurization
           of the input to the instrument.

       b.  Allow the instrument to stabilize for  five minutes  and adjust
           SPAN adjustment control to obtain 85%  chart  on the  recorder.
                              160

-------
     c.  Operate the instrument on span gas for 30 minutes to ensure
         that there is no calibration drift.

     d.  Check linearity by generating the following concentrations of
         S02 and record the analyzer response to them:  .054, .0429,
         .0365, .0256, and .0187.

3.4  OPERATING PROCEDURES

     Prior to operating the Total Sulfur Analyzer, the turn-on procedure
and initial calibration must be performed as outlined in Section 3.3.
Perform the following steps to measure the total sulfur concentration
in an air sample:

     a.  The SAMPLE FLOW selector switch should remain in the .METER BYPASS
              1'""  fฐr normal  operation.
     b.  The sulfur concentration is indicated in ppm on the strip chart
         recorder.

3.5  ROUTINE CALIBRATION

     The Total  Sulfur Analyzer routine calibration should be performed
every month.  Depending upon the application, it may be desirable to
check the calibration at shorter intervals.  Normally, the user will
determine the calibration interval based upon the monitoring assignment.
The routine calibration i-s performed by completing the zero adjustment
and span adjustment as described in subsections 3.3.1  and 3.32, respectively,


3.6  TURN-OFF PROCEDURE

     Normally,  the Total Sulfur Analyzer will remain on for extended periods
of time.  In the event it becomes necessary to turn off the unit, proceed
in the following manner:

     a.  Set the POWER switch to the OFF position.
     b.  Set the PUMP switch to the OFF position.


                              NOTE

         If the Total Sulfur Analyzer is to be left off for an
         extended period of time, close the valve on the hydrogen
         cylinder.
                                 161

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                         PACKET A-MET
                  MRI MECHANICAL WEATHER STATION


                          CATALYST STUDY



                           - CONTENTS -
Quantity         Item

   1             Operating Instructions for Mechanical  Weather
                 Station

   1             MRI Instruction Manual for Mechanical  Weather
                 Station

   1             Weather Data Reporting Procedure

 140             SAROAD Hourly Data  Forms
 NOTE:   For the Sulfate  Study  it  is  possible  that  it will  be  necessary
        to look at wind  direction with  respect  to  beginning and  end
        of sampling periods.   If  the sample on  one side  is to be
        considered a background sample,  then  the wind  record  must  be
        examined to see  that the  disection did  not shift to bring  the
        thruway pollution  to it for  any  appreciable time.  Hourly
        direction alone  could  mask this  occurrence.
                                163

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                     OPERATING INSTRUCTIONS  FOR
                     MECHANICAL WEATHER STATION
     The MRI mechanical  weather s+^tion will  be installed  at
one of your sites and oriented by EPA personnel.   The  station
operator will be responsible for maintaining  the weather
equipment and for reporting the data.

     The weather stations used in the Smelter Project  will
record wind speed and wind direction.  Temperature information
will not be used, and need not be transcribed to SAROAD data
forms.  The weather recorder is mechanically  operated, but
the chart drive is driven by batteries at 20  mm per hour.

     The station operator should read sections 3.2, 3.4,
3.4, 3.5, and 5.1, and Figures B and C in the Instruction
Manual to become familiar with the instrument.  EPA personnel
will provide further instructions on the operation of  the
instrument.

Maintenance-Daily Checks

     1.  Orientation.  Check the orientation  marks on  the
         weather station to be sure it has not moved.

     2.  Time sync.  Rotate the direction vane all the way
         around once.  This will put a straight line across the
         chart.  Write the correct local time near this line.
         Then, check if the line corresponds  with the  time marks
         printed on the chart.  If the error  is 10 minutes
         or more, move the chart forward or backward to synchronize
         the chart to the correct 1 oca! time.

     3.  Identification.  Each day record the date, site,  location,
         and your name on the chart.

     4.  Check to make sure the writing scrolls are uncaged,
         (lowered), and recording properly.  The chart drive
         should "tick" when operating.

Other Maintenance

     5.  Batteries.  The 2 chart drive batteries are to be replaced
         every 2 weeks.  You will be provided a supply of standard
         "D" Size cells.  Access to battery holder is  on the bottom
         of instrument.  Record date of battery replacement on
         the instrument so you will know when replacement is
         again due.
                                     \ t'.

-------
6.  Data.  .Cut the chart weekly and submit the data.
    See "Weather Data Reporting Procedure."

7.  Chart paper.  Chart paper must be replaced when necessary.
    Check the chart supply every day to determine when
    replacement is necessary.  Be sure to raise (cage)
    the recording scrolls by pulling out the caging lever
    whenever you service the chart recorder.  And lower
    (uncage) when finished.

8.  Call EPA headquarters if any operational problems  are
    encountered.  Possible problems are chart drive gain-
    ing or losing time, wind vane or anemometer bearings
    developing friction (binding), orientation change  due
    to vibration or buffeting from high winds.
                          165

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                Weather Data Reporting Procedure
          The success of the entire Catalyst Study is  dependent
on the validity of the data it produces.   In this  study,
it is necessary that the data be legally  valid.  Thus  it  is
imperative that the instrument operator be particularly
meticulous and accurate in reporting the  data to EPA,  and in
identifying any data of questionable validity.   The following
instructions must be followed exactly and completely:

    1.  Only the Wind Direction and Wind  Speed meed by
        reported.

    2.  All data from continuous weather  instruments is to
        be submitted in the form of hourly averages determined
        by visually integrating the instantaneous  strip
        chart data.

    3.  All data is to be submitted on SAROAD Hourly Liata Forms.

    4.  Data is to be submitted each week, preferably  on
        Friday.

    5.  Since the weather recorder is located outdoors,
        it will be necessary to remove the chart from  the
        recorder and bring the chart indoors to transcribe
        the readings.  You may allow the  chart to  remain
        in the weather recorder for a full week, then  cut
        it and transcribe the entire weeks'  data at once.
        Alternatively, we would recommend that the chart  be
        cut each day.  After the day's data has  been tran-
        scribed, the daily sections can be taped together
        in the original sequence and submitted weekly  with
        the other data.  This way, the operator can keep
        his data forms up to date each day and avoid a
        week's backlog of data to transcribe.

        Prompt submission of the data from each site is
        necessary so that all the data can be validated and
        reported on schedule.

        Always cut the chart at the 2400  hour mark on  the chart.

     6. Wind Speed.  Wind speed is recorded by the weather
        station as "wind run" which is the integrated  value
        of wind speed.  Therefore, wind speed data is  transcribed
        differently from continuous pollutant readings.
                             166

-------
     6.1  Each line on the "WIND RUN" section of the chart
          represents 1 mile.   For a one-hour period, each
          line represents one mile per hour, and a complete
          traverse of the chart in one hour represents 10
          miles per hour.  Thus, the number of chart division
          lines passed in one hour is the wind speed in
          miles per hour.

     6.2  For each hour, count the number of chart divisions
          crossed in that hour.  Try to estimate to 1/2
          chart division (1/2 mile per hour).

     6.3  Hrite the number of chart divisions (wind speed)
          on the chart for each hour, trying not to obscure
          any of the record.

     6.4  Fill in the top part of a SAROAD Hourly Data
          Form as shown in Example 1, WIND SPEED.

     6.5  Transfer the wind speed values for each hour from
          the chart to the SAROAD form using the same format
          as for pollutant data.  Note that the decimal  is
          in front of the last digit.  For example, a wind
          speed of 2 miles per hour is recorded as 20, and
          4.5 miles per hour  is 45.  Double check your
          readings to make sure no mistake was made in
          transferring the numbers or filling in the Form.

          NOTE:  Never put data from 2 different months on
          the same SAROAD Form; use 2 SAROAD Forms, one for
          each separate month.

7.  Wind Direction.

     7.1  Determine the prevailing disection for each hour.
          When the direction  is steady or shifts quickly from
          one direction to another, the prevailing direction  is
          the one  which occurred longest during the hour.
          When there is continuous change the midpoint can be
          used as prevailing.  When there is a changeable
          period and a steady period in 'the same hour more emphasis
          should be given to  the study portion of the hourly  record.

     7.2  Usually values can  be read to half a chart division.
          On the MRI chart a  division is 30  so values should be
          accurate to 15ฐ.  However, with wind the variation
          is often so continuous that one person's estimate of
          the prevailing direction may easily be more than a  whole
          division different  from another person's estimate.

               360ฐ is used for north, 000 is used for calm,  do not
          use 000 for north.


                                167

-------
First line                     (N)              360 degrees
second line                                     30    "
third line                                      60
fourth line                    (E)               90
fifth line                                     120
sixth line                             '        150
seventh line                   (S)              180
eighth line                                    210    "
ninth line                                     240    "
tenth line                     (W)              270
eleventh                                       300    "
twelvth                                        330
last line              '        (N)              360
CALM                                           000
7.3  For any hour during which the wind speed was less  than
     2_ MPH,  the wind is considered to be CALM.  CALM wind
     direction should be reported as  000 on the SAROAD  Form.

7.4  Fill in the top part of a SAROAD Hourly Data Form  as
     shown in Example 2, WIND DIRECTION.

7.5  Transfer the wind direction values, in degrees, for
     each hour from the chart to the  SAROAD form using  the
     same format as for pollutant data.  The decimal is
     after the last digit so 120 degrees is recorded as 120.
     Double  check the form, when you  finish, to make sure
     no mistake was made in transferring the numbers or in
     filling in the form.

     NOTE:  Never put data from 2 different months on the
     same SAROAD Form; use 2 SAROAD forms,  one for each
     separate month.

  8. To insure legal validity of the  data,  it is necessary that the
     local instrument operator certify that the data submitted is
     correct to the best of his knowledge.   This requires that he:

          (a)  Permit no unauthorized persons to contact or have
               access to the monitoring instrument.

          (b)  Personally carry out all required operational  and
               maintenance procedures.

          (c)  Personally carry out all data reporting  procedures.

          (d)  Maintain custody of all data and data forms and
               permits no unauthorized person to handle or have
               access to this material.
                                768

-------
      (e)  Sign full  name to the bottom of each SAROAD Data Form
           thereby certifying validity and uninterrupted custody of
           the data and data forms.

      (f)  Personally mail  the data  forms and materials to EPA-RTP
           by registered mail.

 9.  If the instrument operator is absent, the alternate operator
     must also carry out the above steps.  If both operators worked
     on the project,  both must sign  the forms.

10.  Each week, sign the bottom of each of the following forms and
     mail to EPA-RTP BY REGISTERED MAIL, DELIVER TO ADDRESSEE ONLY:

             Completed SAROAD Hourly Data Forms (normally 2)
             Strip Chart for the period covered on the other
             forms

11.  Use the pre-addressed  mailing envelopes and send by registered
     mail to:
              Charles Rodes
              Environmental  Protection Agency
              NERC, L-116,  EMB,  QAEML
              Research Triangle  Park, N.C. 27711
                               169      .
                                        *l

-------
                                         i   '
    iJoto: Do termini rig Average Wind Direction
     Determining an average wind direction for an hour is somewhat
different than delorrnin'ing an average pollutant concentration.  This
is because lie wind direction is really a vector instead of a simple
arithmetic value.  For example, a half hour east wind (90ฐ) plus a
half hour west \'irv (270ฐ) average to zorp_wind for the hour, not
south (1GOJ) as a p~ir;;;.le averaging procecure would indicate.  (See
Figure 1).  Also, <.\ III' wind (45ฐ) and a NW wind (315ฐ) would produce
a North (2GO!i) average direction, not South (180ฐ) as the simple
averaging procedure would indicate.  (See Figure 2).

     Consequently, the procedure for determining hourly average wind
direction must be changed slightly, as follows:

     1.  If the wind direction changes less than 90ฐ during the
         hour, continue to use the simple procedure of estimating
         the average direction from the chart.  Remember., however,
         that a wind w'n'ch changes from fill to NE (or vice versa)
         will appear tc change from the extreme left of the chart
         (or vice ver^a), but the average direction will be northerly.

     2.  If the wind appears to shift by more than 90ฐ during the
         hour, simply choose the direction which occurred for the
         longest tine during the hour, and ignore the other directions-
         Do not try to get an average direction.  (If you are sure
         that you understand how to average vectors, you may try
         to determine the vector average.  Otherwise, just select the
         predominant direction without trying to get an average.)
                              170

-------
1/2 hour WEST wind
   W
1/2 hour EAST wind
            .E
                             Average wind
                             is zero
               Figure 1
                    N
   1/2  hour NW wind  ,    AVERAGE wind is North
  W
                                     1/2 hour NE wind
                 Figure 2
                 .'  17]

-------
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                172

-------
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EXAMPLE 1. WIND SPEED 0 . .• .<0. 1^- •,
Appioval E^pircb C"'o!.' '/'
,173

-------
                    SAROAD HOURLY DATA FORM INSTRUCTIONS


                 Coding Carbon Monoxide (CO)  Concentrations

                                              f
1.  The SAROAD Hourly Data Form is an approved form for the recording of data
    observed on averaged at intervals of less than 24 hours.   In this case
    the form-is to be used for recording hourly averages of Carbon Monoxide
    observations.

2.  Entries on the upper left of the form (See example form)  provide identificaton.
    These are:

      (1)  Agency - group recording the observations.

      (2)  City - city in which instrument is operated.

      (3)  Site - specific location of the sampler.

      (4)  Project - EPA, 1974 Catalyst  Study.

      (5)  Parameter observed - Carbon Monoxide

      (6)  Time Interval  - Hourly

      (7)  Method - Nondispersive Infrared

      (8)  Units of Observation - parts-per-million

3.  In the upper right hand corner of the SAROAD Hourly Data  Form appears  three
    lines of blocks for coding identifying information.  These  correspond  to
    the card columns of the numbers beneath each box when punched on an  80
    column Hollerith card.  EPA will  assign codes for the first line of  blocks
    to the reporting agency when Site Identification Forms are  initially sub-
    mitted.   They consist of a two-digit code for state (SS), a four-digit
    code for the area of the state in which the  sampler is located (CCCC),  and
    a  three-digit number specifically identifying the site (XXX).   For the
    remaining  two lines of blocks the codes for  this study are:

      (1)  Agency  - A

      (2)  Project -

      (3)  Time    - 1

      (4)  Year    - 1974

      (5)  Month   - As appropriate,  01:to 12

            a.   July -  07

            b.   August -  08

-------
          c.  September - 09

          d.  October   - 10

          e.  November  - 11

      (6)  Parameter Code - 42101

      (7)  Method - 11

      (8)  Units - 07

      (9)  DP - 1

    On the body of the form, the two-block first column,  "Day",  is  the
    calendar day of the month (e.g., 01,  02).   "ST HR"  (start hour)  calls
    for either 00 or 12 to denote  the starting hour for which data  on that
    line are recorded.  Two lines  are used for each day's observations.  The
    first line gives "00" (midnight) for  "ST HR" and lists the a.m.  observations

    Record the hourly averages in  the "Rdg" columns:  "Rdg 1" would  be for  either
    the 0 to 1 hour reading or the 12 to  13 hour reading; "Rdg 2" would  be  for
    either the 1  to 2 hour reading or the 13 to 14 hour reading; etc.  In
    entering the hourly averages,  the decimal  point is  located between the  first
    and second column.

    For Example:
    40.5 ppm would be entered as     4 I 01 51
6.  Forms should be submitted weekly with  the strip chart  for  the  period of
    data recorded on the form.  These should  be  mailed  to:

                Environmental Protection Agency
                Division of Atmospheric  Surveillance
                Air Surveillance & Field Studies Branch
                ATTN:   Catalyst Study
                Research Triangle Park,  N.C.   27711
                                  175

-------
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-------
                        DATA REPORTING PROCEDURE


1.  Data is to be submitted each week, on  Friday.

2.  We strongly urge that the operator determine the hourly averages  for
    the previous day's data EACH DAY,  and  keep his  data  forms  up-to-date
    each day.  He should never allow a backlog of several  day's  data  to
    accumulate.  Prompt submission of the  data from each site  is necessary
    so that all the data can be validated  and reported on  schedule.

3.  Unroll  the last day's strip chart from the recorder  and lay  it out on
    the table in front of the recorder.  This can be done  without cutting
    the chart paper off the roll.   For convenience, it is  suggested  that
    the operator work on the data  only up  to  yesterday's zero  baseline
    check.   This avoids the need to use today's baseline which may still
    be on the face of the recorder.  Since the zero baseline checks  are
    used in the conversion of the  readings to hourly averages, it will
    be necessary to work on the data in the block of hours between two
    zero baseline checks.  These blocks of hours normally  fall on two
    different dates, so care must  be used  to  make sure that the  readings
    are correctly entered on the Hourly Average Sheets,  each of  which covers
    only one date. Thus, if the baseline checks v/ere at  10:00  a.m.   each day,
    the 24-hour block of data would extend from 11:00 a.m. one day to 10:00
    a.m. the next day, and would be recorded  as hour 11  to hour  23 on one
    Hourly Average Sheet and hour  0 to hour 10 on the next Hourly Average
    Sheet.

4.  Refer to the instructions "Reading Strip  Charts to Estimate  Hourly
    Average Concentration" and proceed to  convert the chart readings  to
    hourly averages as directed in those instructions.   Record the hourly
    averages on the Hourly Average Sheet,  taking care to insure  that  the
    date on the sheet agrees with  the date and time the  readings were obtained.

5.  If more than 1/2-hour of data  readings are missing or  invalid on  the strip
    chart for any hour, do not enter an hourly average for that  hour.  Instead,
    indicate on the Hourly Average Sheet why  there  is no reading. For each and
    every hour there must be an hourly concentration average or  a reason why  not.
    Be as specific as possible, for example:  "zero  baseline check,"  "pump mal-
    function" or "recorder pen clogged."

6.  Transfer the hourly averages form the  Hourly Average Sheet to the SAROAD
    Hourly Data Form.  Refer to the SAROAD Hourly Data Form instructions.
    Double  check the SAROAD Form,  ad it is easy to  make  a  mistake on  it.

7.  Each Friday, mail in the Following:

           Completed Hourly Average Forms  (normally 7)
           Completed SaROAO Hourly Data  Form  (normally 1)
           Completed Catalyst Instrument Check Sheet (normally 1)
           Strip Charts for the period covered on the other forms
                                    179

-------
Use the pre-addressed mailing envelopes or send to:

       Catalyst Study
      Environmental  Protection Agency
      Division of Atmospheric Surveillance
      Research Triangle Park, N.C.   27711
                           180

-------
                        LACS VALIDATION PROCEDURE*
1.  Compare printout data with strip chart.  Check at least 5 hours of
    each day's data and all values over .1 ppm.  Acceptable tolerance
    is +_ .01 ppm.

2.  For all readings which do not agree within the tolerance, check hours
    both before and after to determine the extent of the invalid period.

3.  Determine the correct values and fill  in a SAROAD hourly data form
    with the corrected values.  Be absolutely sure that the city and
    site number are correct on the correction sheet.  Sign your name
    to thcTcbTrection sheet, and work the top "CORRECTIONS."  A separate
    SAROAD form must be used for each city and for each month.

4.  If printout readings exist for which there is no valid strip chart
    readings, the data must be deleated.  To do this, put 9999 in each
    hour block on the SAROAD form for which the data is to be deleated.
    Again,  work the top of the form "CORRECTIONS" and sign your name.
    A separate SAROAD fotm must be used for each city and for each month.

5.  On printout copy, enter all  corrections by crossing out incorrect
    reading and entering corrected reading.  Mark all deleations by
    crossing out the deleated value with a heavy black mark.   For all
    missing or deleated data, enter the explanation or reason.  Look
    up the  daily average sheets  for this purpose.

6.  Hhen printout page is completely validated,  sign name to page and
    mark it " / VALIDATED."
 *This  procedure is to be followed by  the data clerk at NERC in validation
 of  the computer printouts as compared to the SAROAU forms.
                                 181

-------
 "orm Completed
               ENVIRONMENTAL PROTECTION AGENCY
                  National Aercwetric Data Bank
                Research Triangle Park, N. C.  27711
                SAP.OAO Sits identification Form
Charles E.  Rodes	Dgte     6/25/74
.New
Revised
TO CL CC.Vr'LnLD BY THE r.E?CRT!NG AGENCY
|Aj California Catalyst Study - 02

< 14-361
^/-Stl
0 0
State
Los Angeles
Project
City Name (23 characters)
Los Angeles
County Warns (15 characters)
City Population (rirht justified)
0 2 fs jT~ 6 f 0 0 0
52 53 54 5b 53 b/ bd b!*
Longitude
Dcg. Mm. Sec.
I I '.V !l ]l | 8.J 2 7 ! 2 ] 3 j
CO 1. 1 (.? b3 (,
              Action
OMB No. 15S-R0012
Approval expires 6/30/76
                                                          I1  13
                                                                           80
                                                  (over)
                                                   182

-------
                              SAROAD Site Identification Form (continued)
                                                                                                     O
 rO BE COMPLETED BY THE REPORTING AGENCY
                                                                   DO NOT WRITE HERE
 (F).
               11300  Waterford  St.
              Sampling Site Address (41 characters)
 Check the ONE
 major category that
 best describes the
 location of the
 sampling site.
 1.0 CENTER CITY
       Address, continued

         Next, check the subcategory
         that best describes the domi-
         nating influence on the sampler
         within approximately a 1-mile
         radius of the sampling site.
2. DO SUBURBAN
3, EH RURAL
4. EH REMOTE
Specify
units	
             1.  Industrial
             2.  Residential
             3.  Commercial
             4.  Mobile
             1.  Industrial
             2.  Residential
             3.  Commercial
             4.  Mobile
             1.  Near urban
             2.  Agricultural
             3.  Commercial
             4.  Industrial
             5.  None of the above
    6 ft.
Specify
units _
Elevation of sampler above ground

 370 ft.
           Elevation of sampler above mean sea level
Citcle pertinent time zone:   EASTERN    CENTRAL
MOUNTAIN   PACIRC   YUKON    ALASKA   BERING
HAWAII
                                   183
                                                                 State
                                                               Area
                           Site
                                               MT1
                                               V   2   3   4    56   78    9   10
                                                                Agency
                                                                 n
               Project
                                                                                  55  56
                                                                               County Code
                                                                              57  58  59   6O
                                                                            AOCR Number
                                                                             61   62  63
                                                                                 AQCR Population
64   65   66   67   68   69   70   71
                                                                        Elevation/Gr
                                                                          72   73  74
                                                              Elevation/MSL
                                                                    Time
                                                                    Zone
                          Action
                                              75  76  77  78
                                                                      79
                                                                              80
                                    O
                                                                                      O

-------
ENVIRONMENTAL PROTECTION AGENCY
    National Aerometric Data Bank
 Research Triangle Park, N. C.  27711

  SAROAO Site Identification Form
Fnrm Pnmpl*tpH Ry Charles E. RodeS ^ 6/25/74 M™, X R0>,,cH

TO BE COMPLETED BY THE REPORTING AGENCY
^ California Catalyst Study - 02
State Project
Los Angeles
<"ป-*5> City Name (23 characters)
Los Angeles
•37-511 County i\arne (1li characters)
City Population (right justified)
[o 2 8 1 ] 6 0 0 0
52 53 !,4 55 bo 67 58 59
Longitude Latitude
Dec). Mm. Sec. Deg. Mm. Sec.
0 0 | IV 1 1 8 .[ 2 7 J2 2 N 3 4J 0 3 3 9
GO 61 62 63 64 bi C6 O7 trt 69 ICl 71 /? 73 74 75 76
JTM Zone Eastim Coord., motors Northinn Ccord., meters
_ -j- .....^ ^^
60 61 6? 6U 04 6S (.6 67 ea 63 10 71 7? 73 M 75 76
/RV EPA - QAEML - EMB
n8'78' Supporting Agency (61 characters)
Supporting Agency, continued

^ Site B - 25 ft. SW of 405 freeway, 0.50 miles NW of
"f:"' , . Optional: Comments liiat will help identify
Wil shire 'Blvd.
trie sampling site (132 characters)

n)
(14-791


F>
DO NOT WHITE HERE
State Area Site
A
1 2 3 4 -b 6 7 8 9 10
Agency Project

It 12 13
Region Action

77 80
State Area Site
B
1 2 3 4 b b 7 b 9 li>
Vjsncy Project SMSA Aciic

II f 13 14 15 16 I/ 00
State Area Site
C
1 234 56 7 8 9 1O
Agency Project Action

11 t? 13 80
State Area Site
D
173456 789 10
Agency Project Action

11 1213 80
State Area Site
E
Abbrevuned Site Address (2o characters) Agency ? Project & ' Action" 'ฐ
3MB No. 158-R0012
Approval expires 6/30/76
(over)
184 '

11 I1 13 80

-------
                                  ENVIRONMENTAL PROTECTION AGENCY
                                      National Aorometric Data Bank
                                    Research Triangle Park. N. C.  27711

                                    SAROAD Site Identification Form
ormC
nm |M|iHR Charles E.
I V
Rodes ^ 6/25/74 K, X n
HatA .. ' ''^ NPW A Rpvi^prl

TO BE COMPLETED BY THE REPORTING AGENCY
M California

14-381
37-511
0 0
State
Los Angeles
City Name
Los Angeles
Catalyst Study - 02
Project
(23 characters)
County i-Jams (lu characters)
City Population (right justified)
0 281600
52 53 h4 5b 55 57 68
Longitude
Deo. Mm.
. W 1 1 8-1 2! 7
0
59
Latituda
Sec. Deg. Win. Sec.
2 joj LN 3 4 [o 3 .4 0
60 61 02 63 04 65 66 0 / C8 69 70 71 7? 73 74 75 76
FiVi Zone Easting Coord., motors Northmq Ccord.. tr.oters

60 61
}\
1 1
fa? 63 64 65 66 67
EPA - QAEML EMB

08 69 70 71 72 73 74 75 70

ne'7Sl SuppGUm:) Agency (61 cliaiactois)

Supporting f-
.gency, contmucci

-j Site C - 25 ft. NE of 405 freeway, 0 50 pi IPS NW
(14"79i II-T Qj^lonri,(i Comments that will help i'Jentiry
of Wilsliire Blvd.
tfiG sampling site (' 32 characters)


114-791



H4-38) Abbreviated Site Address (25 characters)
MB No. 158-R0012
| DO NOT WRITE HERE
State Area Site
A 1
1 2 34-56 78010
Agency Project

11 12 13
Region Action

77 80
State Area Site
i— i 	 1 	 1 	 1 	 1 	 r 	 1
1
Anency Project SMSA Aciio
D
11 1 ' 13 14151617 SO
State Area Sit?
	 1 	 , 	 . 	 . 	 . 	 1 i 	 r 	 f 	 1
c i
1 23456 78910
Aqency Project Action

11 U 13 80
State Area Site
D |
1 73456 7 8 9 10
Agency Project Action
L
11 12 13 80
State Area Site
E J 	
1 7 3 4 r. b 7 11 'i 10
Agency Project Action
n
pproval expires 6/30/76
                                                                               13
                                                                                             80
                                                (over)

-------
                                   ENVIRONMENTAL PROTECTION AGENCY
                                       National Aercxnotric Data Bank
                                     Research Tnanyle Park, N. C.  27711

                                     SAROAD Site Identification Form
 r'orm Completed By.
                    Charles  E. Rodes
         Date.
                 6/25/74
 .New
Revised
            TO BE COMPLETED BY THE REPORTING AGblMCY
                        r
DO NOT WRITE HERE
IA\ California
State
Los Angeles
Catalyst Study - 02
Project
'14-3G> . City Name (23 characters)
Los Angeles
>37-5" County Name (15 characters)
City Population (rir.'nt justified)
028 16[00
52 53 54 J,5 56 r, 1 68
Longitude
Deg. Mm.
jD
59
Latitude
Sec. Deg. Min. Sec.
State Area Si if;
1
> 2 3 4 -5 6 7 8 9 10
Agency Project

It 12 13
Region Action

77 eo
  0
N
                                                     0
                    0
  60  61     Cl   63  1,4  t .'.  oo  67  63  t/.i
UTM Zone      Easting Coord., rooters
70   71  II  73  74  75   73
        Coord., rooters
              Tin
  GO  61
            61  63  64  Cb  G6  67  08  69
                                           70  71   72  73  74  75  76
          EPA - QAEML  - EMB
                                                                                    Area
                                                      Si to
    (18-78)
                   Supporting Aooncy (61 cinrncters)
                                                                      [5
                     Supporting Arcncy. continued
                            1   2   34   56   7   0  0  10
                        Agency Project       S'v'SA      Act
                                                         C
                                                                      11     1^13     14151617     80
 (C)_..S1te D  -  110 ft.  NE of 405  fre?\yay.  0.50 mi
                                                                          State      Area
              Ontionai- CcT.me.its tiut wiil iioip identify
         of Wil shire Blvd.
                  the ssiiipttng site (132 ciiaracters)
                           I   734   56   789  10
                         Agency  Project        Action
                                                                             12  13
                                                                                              80
                                                                          State
                                         Area
                      Site
    114-79)
                                                                      D
                                                                      t       3   4   5  6   7   8   9  1C
                                                                   Agency  Project         Action
                                                                             12  13
                                                                                              80
                                                                          State
                                         Area
                    Site
    114-331
               Abbreviated Site Address (25 characters)
                            1   734S6/89U
                        Agency  Project          Action
OMB No. 158-R0012
Approval expires 6/30/76
                                     13
                                                 (over)

                                                  • 186

-------
                             SAROAD Site Identification Form (continued)
TO BE COMPLETED BY THE REPORTING AGENCY
                                                                   DO NOT WRITE HERE
 (F).
         799  South Sepulveda Blvd.
   [14-541
Sampling Site Address (41 characters)
Check the ONE
major category that
best describes the
location of the
sampling site.
1.D CENTER CITY
        Address, continued

          Next, check the subcategory
          that best describes the domi-
          nating influence on the sampler
          within approximately a 1-mile
          radius of the sampling site.
2. L& SUBURBAN
3fl   I RURAL
4.O REMOTE
Specify
units	
              1. Industrial
              2. Residential
              3. Commercial
              4. Mobile
              1. Industrial
              2. Residential
              3. Commercial
              4. Mobile
              1. Near urban
              2. Agricultural
              3. Commercial
              4. Industrial
              5. None of the above
       6 ft.
Specify
units _
               Elevation of sampler above ground
     370 ft.
           Elevation of sampler above mean sea level

Circle pertinent time zone:    EASTERN    CENTRAL
MOUNTAIN   PACIFIC    YUKON    ALASKA   BERING
HAWAII                                        187
                                                               State
                                                               Area
                              Site
                                               nil
                                                             123456/89   10
                                                              Agency
                  Project
                                                                                55   56
                                                                             County Code
                                                                            J?   53   59   60
                                                                           AQCR Number
                                                                            61   62   63
                                                                                AQCR Population
    64   65  66  67   68   69   70   71
                                                                       Elevation/Gr
                                                                        72   73   74
                                                             Elevation/MSL
                                                                    Time
                                                                    Zone
                             Action
75   76   77   /8
                                                                      79       80

-------
                      LABORATORY ANALYSES
    The filter and reagent analyses for the background phase of
LACS is under contract to Rockwell  International.   Rockwell's
corporate office is located in Thousand Oaks,  California.   The
Rockwell project .officer is Dr.  Ed  Parry and EPA's project officer
is Franz Burniann.  Only Hi-Vol filters and cascade plates  and
24 hour bubbler reagents are being  analyzed for the background
phase, with membrane filters being  analyzed for TSP, $04,  NOo,
and Pb.
    The filters are taken to Rockwells Westlake laboratory once a
week for analyses.  The laboratory  director to whom filters are
taken is Mr. George Colovos.  The laboratory address is:

                  Rockwell International Science Center
                  Westlake Facility, Suite J
                  756 Lakefield Rd.
                  Westlake Village, Calif. 91361

A schematic map for getting to Rockwell's laboratory from the sampling
sites is included.
                             188

-------
 O
     03 4->
     C rt3
     i- S-
     O> O
                                  189

-------
                  LACS  Daily  Operation Routine


 1.   Connect Site  A  CO  unit to zero air.   (See Note A)
 2.   Exchange bubbler tube in rack not bubbling.
 3.   Remove and  calibrate orifice needle,  then replace.  Adjust
     timer if necessary.                  t}  .
 4.   Record flowrates and date on orange data card.  Mark log book.
 5.   Change Hi-Vol and  membrane filters as required (See Schedule)
     on Platform A;  Adjust timer if necessary.
 6.   Change Hi-Vol and  membrane filters as required (See Schedule)
     on Platform B.  Adjust timer if necessary.
 7.   Return to Site  A CO, note unadjusted  zero, check span, and rezero
     if necessary.   (See Note B)  Put CO back on-line and mark operation
     sheet and log book.
 8.   Fill  in data  required on filter folders, envelopes, data cards,
     and platform  log books.
 9.   Chock and time-synch  climet recorders  (See Note B)
10.   Drive to Site D.
11.   Change Hi-Vol and  membrane filters as required (See Schedule)
     on Platform D.  Adjust timer if necessary.
12.   Check MRI recorder and time-synch chart. (See Note B)
13.   Drive to Site C.
14.   Connect Site  C  CO  unit to zero air (See Note A).
15.   Exchange bubbler tube in rack not bubbling.  Remove needle and tape
     to orange data  card for  calibration at  Site A.  Replace with previously
     calibrated  needle.  Adjust timer if necessary.
16.   Change Hi-Vol,  Cascade,  and membrane  filters as required (See Schedule)
     on Platform C.  Adjust timer if necessary.
17.   Return to CO, note unadjusted zero, check span, and rezero if necessary.
     (See Note B)  Put  CO back on-line and mark operation sheet and log book.
18.   Return to Site  A and calibrate bubbler  needle from Site C.
19.   Fill  in data  required on filter folders, data cards, envelopes, and
     platform log  books.


 Notes:  A.  Since CD's are vibration sensitive, allow instruments to
             obtain  zero trace while changing platform filters.
         B.  When  marking strip charts always record date,  time, site,
             and operator, as well as notations such as zero  check, span
             checkf etc.
         C.  All filters and  bubblers are  taken to Rockwell on Fridays for
             analysis and exchange for prepared materials.
         D.  All samplers are calibrated once a month.  See Schedule.
         E.  All strip  chart  data is reduced and mailed to  RTP, NERC weekly.
                                190

-------
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                                    193

-------
                 APPENDIX B8.4
COLLECTION AND ANALYSIS OF AIRBORNE SUSPENDED
   PARTICULATE MATTER RESPIRABLE TO HUMANS
    FOR SULFATES AND POLYCYCLIC "ORGANICS
                     to
       ENVIRONMENTAL PROTECTION AGENCY
               October 8, 1974
                     by
     W. M. Henry and Ralph I. Mitchell
          (Contract No. 68-02-0752)
                  BATTELLE
            Columbus Laboratories
               505 King Avenue
            Columbus, Ohio  43201
                     194

-------
               SIXTEENTH MONTHLY TECHNICAL PROGRESS  REPORT
                                   on
              COLLECTION AND ANALYSIS  OF AIRBORNE SUSPENDED
                 PARTICUIATE MATTER RESPIRABLE TO HUMANS
                  FOR SULFATES AND  POLYCYCLIC ORGANICS
                                   to
                     ENVIRONMENTAL  PROTECTION AGENCY
                                 from
                                BATTELLE
                          Columbus  Laboratories
                                   by
—                 W. M.  Henry  and Ralph  I. Mitchell

                             October 8, 1974


                           PURPOSE AND SCOPE

           The  primary objective of this study is to obtain elemental
 and  compound  compositions  of  those species which may have deleterious
 effects  upon  human health.  To  accomplish this  objective, the  following
 tasks  shall be performed.
           (1)   Design and  construct a  sampler which will  obtain
                collected  suspended particulate  matter  in  a respir-
                able  size  range  in  quantitites of at least 1  g  in  a
                form  amenable  for detailed chemical  analysis.
           (2)   Demonstrate the  collection efficiency of the  sampler
                using known atmospheres generating particulate  matter
                to show  at  least 90 percent efficiency  for particles
                in the respirable size  range, with no more than 5
                percent  particles above this range appearing  in the
                sample.
                                    195

-------
          (3)  Collect two to three sets of samples (at least
               duplicates) in urban areas.  (Revision based on
               December 18, 1973, meeting).
          (4)  Analyze the samples quantitatively for total elemental
               composition, qualitatively formations and anions,  and
               qualitatively for compounds with a particular interest
               in sulfate species.
          (5)  Explore pathways to quantitative analysis for compounds,
               particularly those compared in part of oxygenated sulfur
               species.


                      SUMMARY OF PROGRESS TO DATE

                         Sample Classification

          A proposed sampler design was submitted to the EPA Project
Officer for review and comments.  Prior to a final decision on sampler
design and construction to meet current definitions by EPA and knowledgeable
respiratory physicists on the definition of respirable size range  particu-
lates, small-scale prototype sampler was assembled.  The prototype, using
2 Aerotec-2 cyclones and a full-scale electrostatis precipitator,  was
assembled for the purpose of experimental trial in collection and  recovery
of samples from the precipitation plates and to provide a working  sample
for chemical analysis.
          In addition, a small-scale (approximately 5 cfm) impactor stage
was constructed.  This stage has the same slit width as envisaged  for the
full-scale sampler.  The slot length can be adjusted to give the sampling
capacity and cutoff size desired to meet the respirable size definition.
A Bergland-Liu monodisperse aerosol generator was used to calibrate the
impactor stage at the 3.5-micron cutoff stage.
          Two meetings were held during December, 1973, at Research
Triangle Park to review and approve the final sampler design and
                                  196

-------
   sampling characteristics.   After considerable  consultation the  3.5-micron
   cutoff size for respirable aerosols,  as  used by industrial hygienists, was
   decided suitable.   Subsequently a second meeting was  held  among three
   consultants, EPA health personnel, the EPA Project  Officer, and BCL per-
   sonnel to determine the specific collection characteristics of  the  sampler.
             It was decided at this meeting that  the respirable aerosol
   fraction should be divided into two size groups with  a  sharp cutoff at
   1.5 microns.  It also was  decided that  the aerosol  should  be scalped at
   the inlet at approximately 20 microns.
             To accommodate these changes  it was  necessary to redesign the
   sampler.  The revision of  sampler design to provide two cuts,  its subse-
   quent construction, and field collection entails more effort than originally
   planned.  The collection efficiency(ies) need  to be checked at  three size
'"^"fractions instead  of two,  and up to four size  cuts  will be obtained for
   analysis from each selected urban area.   To compensate  for the  added effort,
   it was agreed to limit the collection sites to two  or. three — tentatively
   Los Angeles, New York City, and possibly Salt  Lake  City.
             The redesigned high-volume  sampler will use inertial  impaction
   to obtain the two desired  size classifications of the respirable aerosol
   fraction which might be representative  of both primary  and secondary
   aerosols.  Both the primary cutoff of 3.5 microns and the  secondary size
   of 1.7 microns will utilize multiple  long slots for the plate type  oriface.
   The slots will be  1/4 in.  x 1 in. and 1/16 in. x 1  in., respectively.   It
   was found in the Battelle  calibration the impaction parameter was equal to
   0.39 for both slots using  the desired cutoff size of  droplets  of unit
   density.  The impaction efficiency curve obtained in  calibrating the
   1/4-in. slot (shown and discussed in  the Tenth Monthly  Technical Progress
   Report dated April 10, 1974) yields a curve very similar  to the Los  Alamos
   curve for respirable aerosols.
             The sample collected with the  prototype sampler  was  found to be
   very difficult to  remove completely from the fixed, closely spaced  (~  1/4-in.
   separation) electrostatic  precipitator plates.  Additionally the removal
   process included analytically significant portions  of the  electrostatic plates
   substrate.  To minimize these problems  it was  attempted to find a material
                                        197

-------
which would provide a hard, nonreactive and analytically insignificant
substrate.  Certain of the noble metals, Pt, Pd,  and Rh, were ruled out
because of current interest in their possible occurrence in the atmosphere
f.rom catalytic systems to be incorporated in 1975 auto exhaust systems.
Gold and silver, unless alloyed, were judged too soft; and several harder
surface metals, such as tantalum, tungsten, etc., are not available in
sufficient purity to meet the analytical requirements.  High-purity 99.99
percent aluminum was selected as the most suitable compromise since aluminum
itself is not of high interest in this program and its impurity content--
mostly Fe, Si, Mg--at a total of 100 ppm should be insignificant in respect
to the collected aerosol mass.  The electrostatic precipitator was designed
so the plates could be removed for subsequent recovery of the sample in the
laboratory, with two sets provided for each sampler.
          Results of analyses of the sample fractions collected with the
prototype sampler were reported in the Ninth Monthly Technical Progress
Report dated March 15, 1974.  These data will be useful in guiding methodo-
logy selection for samples collected using the final design sampler.
          Preliminary calibration of the impaction stages were completed,
and the redesign of the sampler was finalized in April, 1974, and detail
drawings were completed in May,  A source of high-purity aluminum for
fabricating the electrostatic precipitator plates was located, but delivery
could not be obtained until the first week in June.
          The large-volume sampler was assembled and final calibrations were
performed.  The sampler was designed for a total pressure drop of about 3-1/2
inches of water which would produce a total flow of about 850 cfm with a 1-hp
pressure blower.  It was found that the total Ap was 6-3/8 inches and over
half of this was produced by the exit plenum.  This section was modified
with flow straighteners which eliminated this defect.
          The sampler was challenged with a fluorescent aerosol with a mass-
median diameter of 6.5 micrometers.  It was found that about 90 percent of
the aerosol deposited on the first stage and that the penetration through
the electrostatic precipitator stage was less than 0.01 percent.   Calibra-
tions of the second stage and electrostatic precipitor were performed
similarly.
                                    198

-------
          The samplers were found to perform adequately in the initial
laboratory tests on air sampling.  Subsequently in further testing it was
found that high-voltage leaks were occurring in the electrostatic section.
This was attributed to moisture pickup of the construction material used
to hold the electrostatic plates in place.  This material was replaced with
Teflon.  Following this change the sampler was operated in tests up to 3-day
periods with no loss in ,high voltage.  The collected particulates were readily
removed from the Teflon-coated impactor stages.  It was found much more
difficult to recover the less than 1.7-micron fraction from the same 100 sq ft
of aluminum plate surface area with a short test period.  However, with the
far greater particulate loading which will be encountered in the L.A. area
and other field site uses, adequate recovery can be accomplished.
                            Current Efforts

Field Site Application

          The initial field site application of the sampler(s) was carried
out during the period September 6 through September 13, 1974, at the Los
Angeles Catalyst Study site.  Two samplers were taken as cargo on the same
commercial air flight as carried the Battelle sampling and engineering team.
Those were set up the same day as departure at sites A (upwind) and C (down-
wind).  They were operated at approximately road level.
          After a preliminary 2-day run to observe loadings obtained at
these sites, a 4-day sampling effort was performed.  During that period
the particulates were removed from the first and second impactor stages
each day.  The particulates on the electrostatic plates were allowed to
accumulate for the entire 4-day period and subsequently removed at the
Battelle-Columbus Laboratories.
          The approximate masses obtained during this period are given
in Table 1.
                                     199

-------
            TABLE 1.   PARTICUIATE  COLLECTION AT  L. A. SITE
Site Location
Site A
Site C
(downwind)
Size Fraction
3.5-20 jim (1st stage)
1.7-3.5 (im (2nd stage)
< 1.7 urn (electrostatic plates)
Total
3.5-20 jim (1st stage)
1.7-3.5 p,m (2nd stage)
< 1.7 u-m (electrostatic plates)
Total
Time Period
~ 4 days (100 hr)
~ 4 days (100 hr)
~ 4 days (100 hr)
~ 4 days (100 hr)
~ 4 days (100 hr)
~ 4 days (100 hr)
Mass
1.440 g
0.845 g
3.370 g
6.655 g
1.245 g
0.945 g
4.495 g
6.685 g
          Cascade impactor runs  were made  of  both  upwind and downwind  sites.
These were made on two consecutive days  (not  concurrently) and  covered
approximately a 24-hour period for each  run.   Particle distribution data
from the cascade impactor runs are shown in Figures  1 and  2.
          Vapor phase (chromosorb bed) samplings also were made at each
site for about a 24-hour period  each--again not  concurrently.   Analyses of
these may be more significant and enlightening than  previously  thought due
to the distinct odors emanating from the collected particulates.

Analyses of Collected Samples

          The approximately 4-day, 100-hour samples, have  been  analyzed
in part.  The data available to date are given in Table 2.
          Some caution should be observed in drawing strong conclusions
from a single sampling taken under somewhat adverse  conditions  of cleanli-
ness.  However, based on the lead values, there is definitely a traffic
effect shown between the upwind and downwind samples.   Also,  there are
definite size-fraction/composition variations shown  in the total sulfur,
the benzene-soluble extract, and the iron values.   Further detailed analyses
                                   200

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0.4     0.6  0.8  I           2           46

      Equivalent Particle  Diameter,  microns
8   10
      FIGURE  1.   PARTICLE  SIZE  DISTRIBUTION OF  DOWNWIND  POLLUTANTS  AT

                 SAN  DIEGO FREEWAY  SITE
                                     201

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        FIGURE 2.  PARTICLE SIZE DISTRIBUTION OF UPWIND POLLUTANTS
                   AT SAN DIEGO FREEWAY SITE
                                    202

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being considered include GC-MS on the organic extracts, additional metal
content determinations and analyses of the vapor phase samples taken con-
currently with the particulate samples.  These further analyses require
relatively large efforts and may be deferred until better samplings can
be performed.
 TABLE 2.  ANALYSES OF COLLECTED PARTICUIATES FROM L.A.  BACKGROUND CATALYST
           STUDY SITE - RESULTS IN PERCENT
Sample Designation
Site A
Upwind


Site C
Downwind


Pb
1st stage 0.86
2nd stage 1.13
Electro- 0.93
static
1st stage 2.43
2nd stage 3.16
Electro- 3.74
static
Determination
Benzene-Soluble , .
Total S Fe OrRanics S^3'
2.0 3.6 8.0
5.6 2.9 9.0
8.7 1.0 16.6
2.0 3.8 4.3
4.7 3.1 8.8
5.5 1.9 16.0
(a)  After benzene extract — data not completed.

                           CURRENT PROBLEMS

          Proposal requests have been sent EPA for extensions and ampli-
fications of the contract effort.  If these are found acceptable, current
problems involving additional sample collection, analyses, reporting, etc.,
will be resolved.
funding.
                              FUTURE WORK
          Future work will be dependent on the possible receipt of additional
                                     203

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9. PERFORMING ORGANIZATION NAME AND ADDRESS
    Health Effects Research  Laboratory
    Office of Research &  Development
    U.S. Environmental Protection  Agency
    Research Triangle Park,  N.C. 27711
    ANNUAL CATALYST  RESEARCH  PROGRAM REPORT
              AoDendices,  Volume  VIII
             6. PERFORMING ORGANIZATION CODE
7. AUTHORIS)
                                                           0. PERFORMING ORGANIZATION REPORT NO.
    Criteria and Special  Studies  Office
12. SPONSORING AGENCY NAME AND ADDRESS
    Same as above
                                                             September 1975
             10. PMOGMAM ELEMENT NO.

              1AA002
             11. CONTRACT/GRANT NO.
                                                           13. TYPE OF REPORT AND PERIOD COVERED
                                                            Annual Program  Status  1/74-9/7)4
             14. SPONSORING AGENCY CODE

              EPA-ORD
Ib. SUPPLEMENTARY NOTES
    This is the Summary  Report  of  a  set (9 volumes plus Summary).
     See EPA-6QQ/3-75-010a  through 01 Oh & 01 Oj.	Report  to  Congress.
16. ABSTRACT

    This report constitutes  the  first Annual  Report of the ORL) Catalyst  Research
    Program required by  the  Administrator as  noted in his testimorv before  the
    Senate Public Works  Committee  on  November 6, 1973.  It includes all  research
    aspects of this broad multi-disciplinary  program including:  emissions  charac-
    terization, measurement  method development, monitoring, fuels  analysis,
    toxicology, biology, epidemiology, human  studies, and unregulated emissions
    control options.  Principal  focus is  upon catalyst-generated sulfuric acid
    and noble metal particulate  emissions.
I 7.
                                KEY WORDS AND DOCUMENT ANALYSIS
                  DESCRIPTORS
    Catalytic converters
    Sulfuric'acid
    Desulfurization
    Catalysts
    Sul fates
    Sulfur
    Health
                                              I). IDENTIFIERS/OPEN ENDED TERMS  <-. COSATll
  Automotive emissions
  Unregulated automotive
    emissions
  Health  effects (public)'
I "I. DISTRIBUTION STATEMENT

    Available to public
19 SECURITY CLASS ( I Ills Rrporl}
21. NO. OF PAGES
   210
                                                Unclassified
                                                                         72. PRICE

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