United States
                  Environmental Protection
                  Agency
Environmental Monitoring
Systems Laboratory
Las Vegas NV 89193-3478
                  Research and Development
EPA/600/S4-87/03O Jan. 1988
&ER&        Project Summary
                  Direct/Delayed  Response
                  Project: Field Operations and
                  Quality Assurance  Report for
                  Soil Sampling  and Preparation
                  in  the Northeastern  United
                  States
                  D. S. Coffey, M. L. Papp, J. K. Bartz, R. D. Van Remortel, J. J. Lee,
                  D. A. Lammers, M. G. Johnson, and G. R. Holdren
                    The Direct/Delayed Response Pro-
                  ject Soil Survey includes the mapping,
                  characterization,  sampling, prepara-
                  tion, and analysis of soils in order to
                  assess watershed response to acidic
                  deposition within various regions of the
                  United States. Soil samples collected
                  by sampling crews in the Northeastern
                  region were processed at preparation
                  laboratories  before being sent for
                  analysis at analytical  laboratories.
                  Volumes I and II  summarize the pro-
                  cedural and  operational compliance
                  with protocols used by the sampling
                  crews and  by the preparation labora-
                  tories, respectively. Deviations from
                  protocols and difficulties encountered
                  are identified and discussed. Recom-
                  mendations are  made  for program
                  improvement.
                    In general, soil sampling activities
                  during the  survey  proceeded  as
                  planned. A  review of the soil data
                  suggests that the integrity of the soil
                  samples was maintained during  the
                  preparation activities. In most cases,
                  sampling crews and laboratory person-
                  nel adhered to protocols.
                    This report  was submitted in partial
                  fulfillment of  contract number 68-03-
                  3249 by Lockheed Engineering and
                  Management  Services Company, Inc.
                  under the  sponsorship of the U.S.
                  Environmental Protection Agency. The
                  report  covers a period from  March
1986 to December 1986, and work
was completed as of September 1987.
  This Project Summary was devel-
oped by EPA's Environmental Monitor-
ing Systems  Laboratory. Las  Vegas.
NV, to announce key findings of the
research project that  is fully docu-
mented in two separate volumes of the
same title (see Project Report ordering
information at back).

Introduction
  The U.S. Environmental Protection
Agency (EPA), in conjunction with the
National Acid Precipitation Assessment
Program (NAPAP),  has designed and
implemented  a  research program  to
predict the long-term response  of
watersheds and  surface waters in the
United States to acidic deposition. Based
on this research, each watershed system
studied will be classified according to the
time scale in which it will reach an acidic
steady state, assuming current levels of
acidic deposition. The  Direct/Delayed
Response Project (DDRP) was designed
as the soil study complement  to the
aquatic resources program.
  After a pilot soil survey was accomp-
lished, a sampling  design for the soil
survey of the Northeastern region was
developed.  Representative watersheds
were  selected for soil and vegetation-
mapping, and specific  sampling sites
later were characterized and sampled.

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Through an interagency agreement, soil
scientists  from the Soil Conservation
Service were  assigned the  task of
mapping and sampling soils in the region.

  Four preparation laboratories were
contracted through interagency agree-
ments  to receive  and process  the  soil
samples and to   perform  laboratory
analyses for certain parameters. Labor-
atories located atthe University of Maine,
the University of Connecticut, the Uni-
versity of  Massachusetts, and Cornell
University in New York were selected for
these tasks because of the proximity of
each laboratory to the sampling sites and
analytical  experience with soils of the
region. The  laboratory managers were
responsible for ensuring that the integ-
rity of the  soil samples was maintained
after the samples were delivered by the
sampling  crews   to the preparation
laboratories.
  AH soil survey  participants were
required to  comply with specified  soil
sampling  and  preparation  protocols,
which are included  as Appendix A in both
volumes
  Soil samples processed at the prepa-
ration laboratories  were obtained from
routine sampling sites located in Maine,
Vermont, New Hampshire,  Massachu-
setts, Rhode Island, Connecticut, New
York, and Pennsylvania.  Additional
samples  were  obtained from special
interest watersheds in  new York  and
Massachusetts. Upon receipt of bulk soil
samples from the sampling crews,
laboratory personnel  performed  the
following analyses on the samples: (1)
air-dry moisture determination, (2) deter-
mination  of the  2-  to 20-mm  rock
fragment  percentage  by weight, (3)
qualitative test for inorganic carbon, and
(4) clod analysis for  determination of bulk
density.
  Laboratory personnel prepared analyt-
ical samples derived from homogenized,
air-dry bulk samples. The analytical
samples were labeled and were organ-
ized according to  their parent pedons.
Analytical batches were assembled, each
containing no more than 42 samples. The
samples were randomized within each
batch by the laboratory manager.  The
assembled  batches were  shipped to
various analytical laboratories  con-
tracted by  EPA for further analyses.
  Three types of quality assurance (QA)
samples were included in each batch of
samples submitted to  the analytical
laboratory: (1) field duplicates, (2) prep-
aration duplicates, and (3) natural audit
samples. Portions of the data from the
field duplicates are evaluated in Volumes
I and  II, and additional  data  for all QA
samples will be evaluated in the forth-
coming  QA report  for  the  analytical
laboratory data.
  One soil horizon per sampling crew per
day was sampled in duplicate as specified
in the protocols. The first sample of the
pair is considered the routine sample,
and the second sample is referred to as
the field duplicate. The  field duplicate
underwent the same preparation steps
as  its associated routine sample.  This
procedure allows an estimate to be made
of sampling error and horizon variability.
  One sample per batch was  chosen by
the laboratory manager to be processed
and then split into two subsamples. One
of the pair retained the routine sample
code and the  other was assigned the
preparation duplicate designation. Ana-
lytical data from the  preparation dupli-
cates  allows the range  of physical  and
chemical characteristics for splits of the
sample  material to be determined  and
allows an estimate to be made of the
error attributed to subsampling.
  Each batch contained two natural audit
samples supplied by EPA, but the sam-
ples did not undergo processing at the
preparation laboratory.  These samples
were used to assess the performance of
the analytical laboratories.
  Field data received from the sampling
crews and raw data from the preparation
laboratory analyses were doucmented in
log  books and were submitted to EPA for
use during data verification.
  QA and quality control (QC) measures
were  applied in order to maintain  con-
sistency in soil sampling and preparation
protocols and  to ensure that the  soil
sample analyses would yield results of
known  quality.  Field and  laboratory
personnel received training in the sam-
pling  and preparation procedures  and
analytical methods. QA representatives
conducted on-site systems audits of the
sampling  crews and the preparation
laboratories. Weekly communication
between the QA staff and the sampling
and preparation  personnel was estab-
lished to identify, discuss, and resolve
issues.
  Volume I of the report presents the
results of the sampling operations and
QA program, and Volume II of the report
presents the results of the preparation
laboratory operations and QA program.
Recommendations for program improve-'
ment are made in both documents.
Procedures
  The QA/QC design for the soil sam-
pling and preparation included training
personnel in the protocols to be followed,
establishing a communications network,
assessing data quality, and accomplish-
ing on-site systems audits. The data are
evaluated  statistically using  analytical
data from  the replicate clods and from
the duplicate samples that were included
in each batch of routine samples.
  Field  and  laboratory   personnel
attended a  regional pre-sampling work-
shop in Orono,  Maine  during  August
1985. The purpose of the workshop was
to review the sampling and preparation
protocols and discuss key activities.
  A  computer algorithm was used to
make random selections of sampling
locations    within    representative
watersheds containing the desired sam-
pling and vegetation  classes. Sampling
crews were tasked with collecting 5.5-
kilogram bulk samples from  selected
sampling  sites that   met the  specific
sampling  class  and  vegetation  class
requirements.  A soil  horizon normally
was subdivided for sampling if its thick-
ness was greater than 20 cm. A coded
field data form was used by all sampling
crews to facilitate data entry into com-
puter files  by QA personnel. The sam-
pling effort resulted  in  a total of 306
routine pedons sampled.
  The sampling crews were responsible
for the full  characterization of their
assigned pedons to a  depth  of 150 cm,
or to bedrock if shallower. Samples were
taken from representative parts of del-
ineated  horizons, were sieved to exclude
rock fragments  exceeding 20  mm in
diameter,  and were  sealed  in  plastic
bags. All samples were kept in styrofoam
coolers  until they could be delivered to
cold storage facilities at the preparation
laboratories. Soil clods used to estimate
bulk density also were collected.
  After  retrieval  from  cold storage, bulk
samples were spread out on trays to air
dry until constant weight was achieved.
After recording the weight of the air-dry
bulk sample, the soil peds were crushed
to allow passage of the less  than 2-mm
soil fraction through a No  10 mesh sieve.
The rock fragments retained on the sieve
constituted the 2- to 20-mm  pebble
fraction. The fragments  were weighed
and packaged for storage.

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  A Jones-type, 3/a-inch riffle splitter was
used to homogenize the less than 2-mm
fraction  of the samples.  The soil was
placed through the riffle splitter at least
seven times in succession. One-half of
each sample was placed into a plastic
sample bag for archiving, and the other
half was passed through the riffle spiltter
until  an approximately  one-kilogram
subsample was obtained. The subsample
was labeled and placed into a batch of
samples  for  delivery  to  an  analytical
laboratory.
  One gram of soil was placed in the well
of a procelam spot plate, was saturated
with deionized water, and was stirred to
release  any entrapped  air. The  sample
was observed through a stereoscope in
order to detect any chemical reaction
when three drops of 4NHCI were added.
  The soil clods collected by the sampling
crews were weighed at the laboratory
and were  dipped in a  1.4  or  1:7
saran:acetone mixture  The dipping
procedure was repeated until  each clod
was impervious to water. The clods were
suspended from a line,  were allowed to
dry briefly, and were reweighed.
  Approximately 800 ml deionized water
in a one-liter beaker was de-gassed by
boiling,  was allowed  to  cool to room
temperature, and was tared on a balance.
Each clod was submerged in the water
to determine the weight displacement on
the balance.  The clods were placed in
a  drying oven for  48  hours and, after
cooling, were weighed. A two-hour heat
treatment in a 400°C muffle furnace
allowed the saran to vaporize, and the
clods were cooled and reweighed. Each
clod  was  crushed and was  passed
through a No. 10, 2-mm  mesh sieve to
determine  percent by  weight of rock
fragments, which was used to adjust the
bulk density for rock fragment content.

Results and Discussion
  The  sampling  crews  encountered  a
number  of logistical  and procedural
difficulties  that are detailed  in Volume
I  Sampling was begun  under unusually
dry  conditions,  however,  mid-way
through the sampling, Hurricane Gloria
brought  excessive rainfall in a  short
period that impeded  access to some
locations for several weeks Helicopters
were used  to obtain  access to three
watersheds in New York  Access was
denied by landowners to four watersheds
in the region. Inappropriate site condi-
tions also were  encountered occasion-
ally. The vegetation class did not always
correspond to the  class expected at a
sampling location. Site selection protoc-
ols were followed by all but one of the
sampling crews.-
  Difficulties  were  encountered when
sampling wet or saturated mineral soils
and  organic soils.  Soils with  a  dense
substratum or numerous  large rock
fragments posed some additional  sam-
pling constraints. Efforts were  made to
avoid contamination of the samples from
sampling equipment, adjacent soil horiz-
ons,  and agricultural chemicals such as
fertilizers  or  herbicides.  Occasional
discrepancies were noted in regardtothe
sieving of rock fragments, sample label-
ing, collection of clods, and entry of data
on the field data forms.
  Each preparation  laboratory  provided
the   sampling  crews  with  convenient
access to cold storage. A sample receipt
log book was kept at each facility to allow
sampling crews to log  in the samples.
Each laboratory was  responsible for
checking that all samples delivered by the
sampling crews were  recorded accu-
rately in the log book. The temperature
of the storage facilities was maintained
at the contact-specified 4°C.
  The laboratory managers were respon-
sible for tracking  the distribution of
equipment  to the sampling crews. The
sampling crews usually picked up supp-
lies  at the time  samples  were being
delivered to the cold storage facility. The
sampling crews were responsible for
listing  in  the  equipment log  book all
supplies taken.  Equipment shortages
were reported to  EMSL-LV during the
weekly conference call.  Laboratory
personnel were tasked with mixing the
saran dipping solution  used for coating
clods in the field. After the soil prepa-
ration activities were completed, leftover
supplies were inventoried, were packed
in boxes, and were returned to EMSL-
LV for storage.
  Although  there  were no deviations
from the specified  protocols for sample
drying, concerns were  raised about the
collection of water  on the trays and the
encrustation of certain organic samples.
Both situations  encouraged  microbial
growth that may have altered the com-
position of the affected samples.
  There were no  deviations  from the
specified protocols for the air-dry mois-
ture  determination, the crushing  and
sieving  operation,  the rock  fragment
determination, the  soil  homogenization,
the test for incorganic carbon, or the bulk
density determination.
  The  preparation laboratories were
provided with  packaging  materials and
a Federal Express charge  number  for
overnight shipment of samples to the
designated analytical  laboratories.  The
individual samples were  labeled, were
placed in canvas bags, and were packed
in cardboard boxes for shipment.
  The sampling crews and the prepara-
tion laboratories were provided with log
books to use for recording data.  Each
laboratory manager was instructed to
organize log books containing the follow-
ing labels, information, and  analytical
data:  bulk sample labels,  clod labels,
sample receipt, equipment, percent
moisture,  percent rock fragments, bulk
density, inorganic  carbon, and sample
processing. Because a  standard format
for each log book was not specified, there
was variation among the laboratories. As
a result, verification of the data took more
time than was expected.
  Weekly  conference  calls assisted in
keeping the  sampling crews and prep-
aration laboratories operating  efficiently
and consistently by providing a forum
that allowed potential difficulties to be
discussed and resolved. Issues discussed
during the conference calls included site
access  difficulties, supply shortages,
record  keeping, and  clarification of
protocols.
  The quality of the sampling  effort and
the preparation  activities are assessed
according to the following data quality
characteristics:  (1) precision,  (2) accu-
racy, (3) representativeness,  (4) com-
pleteness, and  (5) comparability.  Both
Volume I and Volume It provide details
on the  evaluation of  data quality  for
various survey activities. As an example,
a completely randomized  design model
was selected for the statistical estimation
of precision,  using a pooled standard
deviation and coefficient of variation to
quantify the imprecision.

Conclusions and
Recommendations
  A series of useful  recommendations
are made in both volumes,  based  on
information  supplied by  the  sampling
crews, preparation laboratory personnel,
QA staff, and other survey participants.
The recommendations are presented for
possible implementation in future sur-
veys, and can be summarized as follows:

• Prior  site selection  by sampling
  leaders

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  • Methods for artificially draining sat-
    urated soil pits
  • Procurement of specialized sampling
    equipment
  • Uniformity of staff evaluations and QA
    systems audits
  • Standardized forms and log books for
    record keeping
  • Computerized data entry procedures

  • Sample drying techniques
  • Assessment of  air-dry  moisture
    content
  • QA/QC measures for  bulk density
    determination
  • Documentation of conference calls
  • Development   of   data   quality
    objectives

    The Northeastern  soil survey was
  successful in terms of collecting data of
  known and documented quality that will
  be utilized by  many  end users. The
  coordination of sampling and preparation
  activities among the many participants
  was a large-scale, complex task that was
  performed as originally conceived with
  a minimum of unanticipated difficulties
  and modifications.
          D. S. Coffey is with Tetra Tech, Inc.. Bellevue, WA 98005; M. L Papp, J. K.
           Bam. andR. D. Van Remortel are with LockeedEngineering and Management
           Services Co., Inc., Las Vegas, NV 89119; the EPA authors J. J. Lee and
           D. A. Lammers are with the Environmental Research Laboratory, Corvallis.
           OR 97333; M. G. Johnson and G. R. Holdren are with Northrop Services,
           Inc.. Corvallis. OR 97333.
          L. J. Blume is the EPA Project Officer (see below).
          The complete report consists of two volumes, entitled "Direct/Delayed Response
           Project: Field Operations and Quality Assurance Report for Soil Sampling
           and Preparation in the Northeastern United States:"
           "Volume I. Sampling." (Order No. PB 88-120 597/AS; Cost: $25.95)
           "Volume II. Preparation,"(Order No. PB 88-120 605/AS; Cost: $19.95)
          The above reports will be available only from: (cost subject to change)
                 National Technical Information Service
                 5285 Port Royal Road
                 Springfield, VA 22161
                 Telephone: 703-487-4650
          The EPA Project Officer can be contacted at:
                 Environmental Monitoring Systems Laboratory
                 U.S. Environmental Protection Agency
                 P.O. Box93478
                 Las Vegas, NV 89193-3478
United States
Environmental Protection
Agency
Center for Environmental Research
Information
Cincinnati OH 45268
                                                                                         MAR-2'83
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EPA/600/S4-87/030


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