r/EPA
               United States
               Environmental Protection
               Agency
               Office of Acid Deposition,
               Environmental Monitoring and
               Quality Assurance
               Washington DC 20460
EPA/600/4-86/010
December 1986
               Research and Development
Eastern Lake Survey
Phase I
               Field Operations
               Report

-------
                              Upper Midwest
                                                                                                    Southern New England (1D)
                                         Upper Peninsula of Michigan (2B)
        Northcentral Wisconsin (2C)
Upper Great Lakes Area (2D)    ^-^  ~j/)
                                Regions and Subregions, Eastern Lake Survey-Phase I

-------
                                                           EPA 600/4-86/010
                                                               December 1986
                   Eastern Lake Survey
                             Phase  I
                  Field Operations  Report
                           A Contribution to the

                   National Acid Precipitation Assessment Program
                U.S. Environmental Protection Agency
           Acid Deposition and Atmospheric Research Division
Office of Acid Deposition, Environmental Monitoring, and Quality Assurance
                 Office of Research and Development
                      Washington, D.C. 20460
        Environmental Monitoring Systems Laboratory, Las Vegas, Nevada 89193
            Environmental Research Laboratory, Corvallis, Oregon 97333

-------
                                 NOTICE
The information in this document has been funded wholly or in part by the U.S. Environ-
mental Protection Agency under Contract No. 68-03-3249 and 68-03-3050 to Lockheed
Engineering and Management Services Company, Inc., No. 68-02-3889 to Radian Corpor-
ation, No. 68-03-3246 to Northrop Services, Inc., and Interagency Agreement No. 40-1441 -
84 with the U.S. Department of Energy. It has been subject to the Agency's peer and
administrative review, and it has been approved for publication as an EPA document.

Mention of corporation names, trade names or commercial products does not constitute
endorsement or recommendation for use.

This document has been published previously. As part of the AERP Technical Information
program, this document has been repackaged and retitled to clearly identify its relation-
ship to other documents produced for the Eastern Lake Survey. The document contents
and reference number have not changed. Proper citation of this document remains:

Morris, F.A., D.V. Peck, M.B. Bonoff, K.J. Cabbie, and S.L. Pierett, National Surface Water
Survey,  Eastern Lake  Survey (Phase I - Synoptic Chemistry) Field  Operations Report.
EPA600/4-86/010, U.S. Environmental Protection Agency, Las Vegas, NV, 1986.

-------
                                ABSTRACT
The National Surface Water Survey is a three-phase program designed to address increas-
ing concern over potential acidification of U.S. surface waters by atmospheric deposition.
Phase I of the Eastern Lake Survey was conducted during autumn 1984 as asynoptic chemi-
cal survey to characterize lakes located in regions of the eastern U.S. believed to be suscept-
ible to the effects of acidic deposition. This document describes planning activities and
summarizes field operations of the Eastern Lake Survey — Phase I.

Prior to Phase I field operations, preliminary experiments and pilot field studies were con-
ducted to test field sampling methodology and assumptions, laboratory procedure and
methodology, and logistical constraints. Eight locations in the eastern U.S. were subse-
quently chosen as field station sites. Lake water samples and in situ chemical and physical
data from 1798 lakes were collected using helicopters. Field sampling methodologies are
described in the report. Water samples were returned to mobile laboratories located at the
field stations. Certain analyses were performed at the mobile laboratories, and the sam pies
were split into aliquots and preserved for later analyses at contract analytical laboratories.

In general, field sampling and field  laboratory activities proceeded smoothly. Pertinent
results, observations, and recommendations for improvement regarding field operations
are included. These recommendations and observations may be valuable to planners of
similar projects.

This report is submitted in partial fulfillment of contracts 68-03-3050 and 68-03-3249 by
Lockheed Engineering and Management Services Company, Inc., under the sponsorship of
the U.S. Environmental Protection Agency.

-------
                                 CONTENTS
                                                                           Page
Abstract	iii
Figures	/	v
Tables 	vi
Acknowledgment	/	vii

1.  Introduction  	  1

2.  Preliminary Activities	  5
      Pilot Studies	  5
      Comparability for Samples Collected Using Boats and Helicopters	 5

3.  Preparation for Field Operations	  7
      Procurement	  7
      Personnel Training  	  7
      Field Station Site Selection 	  8
      Laboratory Transportation and Set Up  	  8

4.  Field Station Operations  	  9
      Field Station Organization 	  9
      Field Station Communications 	  9
      Remote Base Sites  	10

5.  Field Sampling Operations	11
      Field Sampling Equipment 	11
      Field Sampling Personnel 	11
      Daily Sampling Activities 	11

6.  Field Laboratory Operations	15
      Field Laboratory Specifications 	15
      Field Laboratory Personnel	15
      Daily Field  Laboratory Activities	16

7.  Results	21
      Field Station Operations	21
      Field Sampling Operations	22
      Field Laboratory Operations	22
      Cost Summary 	23

8.  Recommendations and Observations 	24

References 	26

Appendix A. Field Operation Forms

      National Surface Water Survey Form 1 (Lake Data)  	A-1
      National Surface Water Survey Form 2 (Batch/QC Field Data) 	A-2
      National Surface Water Survey Form 3 (Shipping)  	A-3
                                        iv

-------
                                 FIGURES
Number                                                                Page

1  Geographic regions targeted for sampling during the
     Eastern Lake Survey — Phase I  	4

2  Field station organizational structure, Eastern Lake Survey — Phase I  	9

3  Flowchart showing helicopter sampling crew activities,
     Eastern Lake Survey — Phase I  	12

4  Flowchart of daily activities at field laboratory, during the
     Eastern Lake Survey — Phase I  	17

5  Flowchart of field sample processing and analyses conducted
     at field laboratory during Eastern Lake Survey — Phase I	19

-------
                                   TABLES
     Number                                                         Page

1  Problems Encountered and Corrective Actions Implemented,
     Eastern Lake Survey — Phase I, Spring Pilot Study	2

2  Analysis of Data for Samples Collected from Boat and from Helicopter
     from Long Pond, New Jersey 	6

3  Summary of Field Personnel Training Program for
     Eastern Lake Survey — Phase I  	7
4  Field Stations and Remote Base Sites
     Eastern Lake Survey — Phase I 	8

5  Dates of Operation, Number of Days Active, Flight Time,
     and Percent Down Time by Field Station During the
     Eastern Lake Survey — Phase I 	21

6  Numbers of Regular Lakes Selected for Sampling, Visited
     by Sampling Crews, and Sampled During Eastern Lake
     Survey — Phase I by Region and Subregion  	22

7  Number of Regular Lakes Sampled at 0.5 m and Thermally
     Stratified Lakes Among the Regular Lakes Sampled During
     Eastern Lake Survey — Phase I by Region and Subregion	22

8  Number of Samples, Number of Batches, and Mean Numbers of
     Samples per Batch by Field Stations During
     Eastern Lake Survey — Phase I 	23

9  Selected Cost Estimates for the
     Eastern Lake Survey — Phase I 	23

-------
                        ACKNOWLEDGMENTS
P. Kellar (Radian Corporation) contributed to the early development of the field operations
     plan for the Eastern LakeSurvey. S. Simon (Lockheed Engineering and Management
     Services Company, Inc.) and E. P. Meier (Environmental Monitoring Systems Labor-
     atory — Las Vegas) were involved with the design of the field laboratories. D. Hillman
     (Lockheed Engineering and Management Services Company, Inc.), R. Cusimano
     (Northrop Services, Inc.) and W. L. Kinney (Environmental Monitoring Systems
     Laboratory — Las Vegas assisted in the development of the training program for field
     sampling and field laboratory personnel

J. Baker, G. Filbin, A. Groeger, K. Asbury, S. Pierett, M. D. Best, and S. K. Drouse' (Lockheed
     Engineering and Management Services Company, Inc.), W. Fallon (Battelle Pacific
     Northwest Laboratories) and E. P. Meier (Environmental Monitoring Systems Labor-
     atory —Las Vegas) provided comments on earlier drafts of this report.

M. Faber (Lockheed  Engineering and Management Services Company, Inc.) served as
     technical editor. J. H. Carroll (R. B. Russell Project Laboratory, Program Manager,
     U.S. Army Engineer Waterways Experiment Station, Calhoun Falls, South Carolina),
     D. E. Canfield,  (Center for Aquatic Weed Research, Gainesville, Florida), and W.
     Kretser (Adirondack Lake Survey Corporation) served as external  reviewers.

R. Sheets and L. Gruzinski (Lockheed Engineering and Management Services Company,
     Inc.) were responsible for preparing many of the figures and illustrations.

L. Steele (Computer Sciences Corporation) was responsible for typing this document.
                                     vii

-------
                                              SECTION 1
                                           INTRODUCTION
The National Surface Water Survey (NSWS) is a three-
phase program designed and implemented by the U.S.
Environmental Protection Agency (EPA) as part of the
National Acid Precipitation Assessment Program (NAPAP)
to address the increasing concern over potential acidifica-
tion of U.S. surface waters by atmospheric deposition. As
part the of NSWS, Phase I of the Eastern Lake Survey (ELS-I)
was conducted during autumn 1984 as a synoptic chemical
survey to characterize, at one point in time, lakes located in
regions of the eastern United States believed to be suscept-
ible to the effects of acidic deposition. The regions targeted
for sampling are shown in Figure 1. The criteria used to iden-
tify  regions and subregions are described in Linthurst et
al. (1986).

The EPA's Environmental Monitoring Systems Laboratory in
Las Vegas,  Nevada (EMSL-LV) has been charged with
management responsibility for NSWS field operations.
Logistics support for ELS-I was  provided by Lockheed
Engineering and Management Services Company, Inc.
(Lockheed-EMSCO).

Planning for the National Surface  Water Survey began in
October, 1983. A research plan for the National Lake Survey
was developed that included project objectives, statistical
design, sampling and analytical methodologies, and a quality
assurance plan. This plan was reviewed by over 100 scien-
tists of various disciplines in the fall of 1984. A workshop was
held in December, 1983 involving  50 scientists and policy
makers to comment on and revise the research plan. The
plan was revised, and the field operations divided into the
Eastern Lake Survey — Phase I and the Western Lake Sur-
vey — Phase I to be conducted in successive years. The
revised research plan for the ELS-I was released in March,
1984.

Sampling and analytical protocols were developed based
on the research plan, and a quality assurance program was
designed. These methodologies and quality assurance pro-
gram were reviewed and discussed at a workshop meeting
held in the spring of 1984. The statistical design of the ELS-I
was reviewed by the American Statistical Association  in
June, 1984 and the plan for data analysis was reviewed in
October, 1984.

The methodologies and plan of operations presented in this
report were developed based on the comments from and
discussion among many scientists during the lengthy review
process of the research plan for the ELS-I.
In this document we describe planning activities and
summarize field operations of ELS-I. Field sampling method-
ologies are described in this report. Laboratory analytical
methods are described in Hillman et ai. (1986). The quality
assurance (QA) program is described in Drouse' et al. (1986).
The design and results of the ELS-I are presented in Linthurst
et al. (1986). Results of the QA program are summarized in
Bestetal. (1986). Observations and recommendations from
ELS-I field operations are offered for consideration by plan-
ners of future efforts of similar size and purpose.

Theobjectives of ELS-I required sampling a large number of
lakes over a wide geographic area within a short time period.
To minimize chemical and biological changes occurring in a
sample after collection, they had to be transported from the
lake to a field ^laboratory within 16 hours for processing and
preservation, the preserved samples then had to be delivered
to contract analytical laboratories within 54 hours of collec-
tion to allow time for analysis within required holding times
(Drouse'etal., 1986).

To satisfy these requirements, three options for collecting
samples  (boats, fixed-wing aircraft, and helicopters) were
considered during  the planning of  sample  collection
operations.

Boats are commonly used as sampling platforms in lim-
nological studies. Their use in ELS-I was rejected for the
following reasons:

   •  The lack of road access limited the number of lakes
      that could have been readily sampled by boat.

   •  Sample holding times would have been exceeded
      owing to long travel times between lakes and field
      stations, y

   •  It would have been impractical to train, equip, and
      coordinate enough qualified boat teams to sample the
      proposed number of lakes during the brief autumn
      turnover period.

Fixed-wing aircraft equipped with  pontoons were con-
sidered to be the quickest means of reaching the lakes and
returning samples to a field station laboratory. This option
was rejected because landing area requirements for fixed-
wing aircraft would have placed unacceptable lower limits
on the size of a lake that could be sampled. The ELS-I ob-
jective of sampling a  random selection of lakes that were
represented on 1:250,000 scale U.S.  Geological Survey
(USGS) topographic maps would have been jeopardized.

-------
TABLE 1, PROBLEMS ENCOUNTERED AND CORRECTIVE ACTIONS IMPLEMENTED, EASTERN LAKE SURVEY — PHASE I,
         SPRING PILOT STUDY
                      Problem
                                                                        Corrective Action
                                           Logistical Activities
nel and field base coordinators.
Communication was poor between field laboratory person-   Telephones were installed in field laboratories. Laboratory
                                                      coordinators attended daily briefings with field base co-
                                                      ordinator. Daily activity summaries were prepared. Co-
                                                      ordinated delivery of samples and forms was established.
The potential for material shortages was too high.


Field sampling crews had difficulties obtaining equipment
and supplies.

Sample transfer from  coolers to field laboratory  was
inefficient.

 Field laboratory was cluttered.

 Field laboratory personnel were interrupted.
Field sampling and field laboratory crews were too small for
efficient operation.

Field sampling crews could  not operate efficiently at
remote sites.
 Audit samples were not tracked adequately.
                                                      Materials were stocked in a warehouse for overnight ship-
                                                      ment if needed.

                                                      Field stations were provided with a storage area, a calibra-
                                                      tion room, and freezer space.

                                                      Refrigerators were installed  in laboratories for interim
                                                      storage.

                                                      Additional shelving was installed.

                                                      All visits were prearranged through the field base co-
                                                      ordinator.

                                                      One additional person was assigned to both field and
                                                      laboratory crews.

                                                      Samples from remote sites were transported to field station
                                                      by fixed-wing aircraft. Additional calibration gear and sup-
                                                      plies were provided to remote sites.

                                                      A better communications plan was established at the Las
                                                      Vegas communications center.
                                           Technical Activities
Of lakes visited, 21% were too shallow or boggy to be
sampled.

Technical expertise at central site was needed to answer
analytical or instrument-related questions.

Depth recorder was too bulky for helicopter.

Brass sounding lines and  Secchi disk lines  were un-
manageable.

Cameras were too complex;  automatic date/time recorder
in camera malfunctioned.

Dissolved oxygen parameter was unnecessary and time
consuming.

Closed-system pH measurement in a helicopter was too
time consuming.

Hydrolab unit QC checks required documentation of tem-
perature, pressure, and solution age.
                                                      Criteria for selecting regular lakes and alternate lakes were
                                                      revised (Linthurst et al., 1986).

                                                      Arrangements were made for techni cal staff at EMSL-LV
                                                      and factory representatives to be on 24-hour call.

                                                      Smaller units were purchased.

                                                      Dacron lines with coiling racks or buckets were used.
                                                      Simpler automatic cameras were used. Lake identification
                                                      cards were photographed at each lake.

                                                      Protocol was eliminated.
                                                      Protocol was eliminated from on-lake activities, measure-
                                                      ment was conducted in field laboratory.

                                                      Table of theoretical values based on chemical equilibria and
                                                      experimental results was developed.

-------
   TABLE 1. (CONTINUED)
                     Problem
                 Corrective Action
Operator variation  in pH analysis time was observed in
field laboratory.
Sample integrity was compromised by warming or freezing.
Two of three methods used for fluoride analyses were
biased or inconsistent.

Sample-bottle washing procedure introduced  nitrate
contamination.
Errors occurred on field data and field  laboratory data
forms.
Field laboratory supervisors received additional training.
Improvements were made  in  pH  sample chamber
designs.

Additional coolers were supplied. Uniform number of
chemical refrigerant packs per cooler were used.

Two methods were eliminated.
Bottle-washing protocol was revised {Hillman et al., 1986).

Additional training was provided to field sampling and labor-
atory personnel. Data forms were simplified.
A third option was to sample lakes from helicopters equipped
with floats. This option was considered to be appropriate to
the objectives of the ELS-I. Helicopters could access lakes
that were not accessible either by ground or by fixed-wing
aircraft. Helicopters could also access the lakes quickly
enough to ensure that the required number of lakes would
be sampled within the autumn turnover period. Samples
collected from helicopters could be quickly transported to
the field stations for processing, preservation, and analysis
within the required holding times.

Another consideration in achieving the scientific objectives
of ELS-I was the time  of year that sampling activities would
occur (sampling windows). The most suitable time of year is
the period  when the  lakes are mixed (i.e., not thermally
stratified). This condition occurs during the spring and again
during the autumn to  early winter. Early winter, when lakes
are essentially mixed but are under ice cover, is a desirable
period to sample because pH fluctuation is minimal and
biological activity is  reduced. The relative merits of the
spring and  early winter sampling windows were evaluated
as part of two preliminary field operations (pilot studies)
during 1984.

-------
                 Figure 1. Geographic regions targeted for sampling during the
                        Eastern Lake Survey — Phase I. (Numerals identify
                        NSWS regions. Letters designate subregions.)
DULUTH,  MM
RHINELANDER, Wl
                LAKELAND, FL
                                                                            BANGOR,  ME
                                                                       LEXINGTON,  MA
                                                                    MI. POCONO,  PA
                                                               ASHEVILLE. NC
                                           ~T

-------
                                             SECTION 2
                                   PRELIMINARY ACTIVITIES
               PILOT STUDIES
Two pilot studies were implemented to identify and minimize
unforeseeable problems in a project the size and scope of
ELS-I. The studies were designed to (1) test all proposed
sampling and analytical methods, (2) provide initial estimates
of the range in concentration for each chemical variable to
be tested, (3) provide estimates of the range in chemical
variability among lakes, and (4) serve as training exercises
for field sampling and field laboratory personnel. The studies
were conducted during early winter and spring 1984. These
periods were selected so that the relative merits of these two
sampling windows could be assessed with respect to ELS-I
objectives and proposed logistics.

During the pilot studies, all aspects of the ELS-I research
plan were evaluated, including lake selection, proposed
sampling protocols, QA/QC procedures, and data manage-
ment. On the basis of pilot study results, certain features of
the research plan were modified. The feasibility of the pro-
posed logistics plan (e.g., helicopter  support, personnel
requirements, sample processing and shipment, field com-
munications, and project management) was also assessed
during the pilot studies, and appropriate modifications were
made prior to the initiation of ELS-I field activities.

Winter Pilot Study

Sixty frozen lakes were sampled in Maine, New Hampshire,
and Vermont during January 1984. A modified motor home
supplied by EPA Region 2 was stationed at Bangor, Maine,
and served as a mobile laboratory.

During the winter pilot study, numerous logistical problems
indicated that sampling lakes through ice was not an effect-
ive procedure for use in the Eastern Lake Survey. The dif-
ficulty of locating lakes in areas of cover, the hazards of
exposure and hypothermia, the risk of damaging aircraft
and floats by breaking through ice, the increased hazards of
winter flying, and the increased time  required to collect
samples and data at low temperatures all argued against
winter sampling.

Spring Pilot Study

The information acquired from the winter pilot study was
used to design a second pilot study that was conducted in
the spring when lakes were thermally mixed. A field station
was established at Lexington, Massachusetts, and 137 lakes
were sampled in Maine, New Hampshire, Vermont, Massachu-
setts, and New York. Field observations and analytical data
collected during the spring pilot study proved extremely
 useful in revising the draft research and logistics plans for
 ELS-I.  Table 1 summarizes the problems encountered
 during  the spring pilot study and the corrective actions
 implemented for ELS-I. The data were obtained under uni-
 que experimental conditions and were not subjected to the
 quality assurance plan eventually developed for ELS-I. Con-
 sequently, the pilot study data were not included in the final
 ELS-I data base.

 COMPARABILITY  OF SAMPLES
 COLLECTED USING BOATS AND
 HELICOPTERS

 The possibility of sample contamination from the helicop-
 ters was a major concern raised during the review of the
 sampling methodologies. As a result, an experiment was
 conducted to determine whether sampling from helicopters
 would affect the chemical composition of lake water sam-
 ples of low ionic strength.

 On September 12, 1984, personnel from EPA Region 2
 collected samples from Long Pond in northwest New Jersey
 using both an unmotorized boat and a Bell 206 Jet Ranger
 helicopter. The pond had a maximum depth of 7 m and was
 isothermal when sampled. Seven samples were collected
. from each craft at the  same depth (1.5 m) and location.
 Samples were collected by boat first to evaluate lake water
 contamination by the helicopter. Sampling and analytical
 protocols were identical to those subsequently used in ELS-I
 (Hillmanetal., 1986).

 The mean values (n=7) for 22 chemical parameters (Table
 2) were compared for samples collected using the boat and
 the helicopter. Of the 22 parameters, calcium and sodium
 showed significantly different variances (p <0.001) by Bar-
 tlett's test (Sokal and Rohlf, 1981). The means for these two
 parameters were compared using an analysis of variance
 for unequal variance (Sokal and Rohlf, 1981). Variances for
 all other parameters were not significantly different (a=0.05)
 and means for samples collected using the boat and the
 helicopter were compared using an unpaired t-test (Sokal
 and Rohlf, 1981). For each parameter, the null hypothesis
 tested was that no significant difference (p <0.05) existed
 between mean values obtained for the seven  samples of
 each collection type. Results from these tests (Table 2) showed
 no significant difference between the  means for any of the
 parameters compared, supporting the argument that the
 ELS-I helicopter sampling protocol did not significantly affect
 the analytical results.

-------
TABLE 2. ANALYSIS OF DATA FOR SAMPLES COLLECTED FROM BOAT AND FROM HELICOPTER FROM LONG POND,
        NEW JERSEY
Boat(n=7)
Parameter; (Units)
Ca; (mg/L)
Mg; (mg/L)
K; (mg/L)
Na; (mg/L)
Mn; (mg/L)
Fe; (mg/L)
Al, extractable; (mg/L)
CI-; (mg/L)
SCX,-2; (mg/L)
NOa-; (mg/L)
SiOj; (mg/L)
F-, total; (mg/L)
Dissolved organic carbon (DOC); (mg/L)
NH44+; (mg/L)
pH, air-equilibrated
Base neutralizing capacity (BNC); ( eq/L)
Acid neutralizing capacity (ANC); ( eq/L)
Conductance; ( S/cm)
Dissolved inorganic carbon (DIG), closed-system; mg/L
Dissolved inorganic carbon (DIG) open-system; (mg/L)
P, total; (mg/L)
Al, total; (mg/L)
X
1.19ฐ
0.55
0.45
0.56
0.09
0.03
0.34
0.86
8.65
2.54
0.25
0.051
0.44
0.05
4.53
38.5
27.6
37.8
0.16
0.28
0.017
0.309
SD
0.09
0.01
0.01
0.05
0.01
0.01
0.06
0.01
0.06
2.20
0.03
0.010 .
0.08
0.01
0.01
1.4
2.4
0.3
0.02
0.03
0.006
0.063
Helicopter (n=7)
X
1.20
0.54
0.44
0.55
0.10
0.02
0.34
0.86
8.66
2.90
0.24
0.051
0.44
0.05
4.53
37.1
27.2
37.7
0.15
0.29
0.022
0.337
SD
0.08
0.01
0.01
0.01
0.01
0.01
0.04
0.01
0.04
2.83
0.02
0.001
0.18
0.01
0.02
1.8
1.9
0.5
0.01
0.01
0.007
0.041

NSDbo
NSD
NSD
NSD=
NSD
NSD
NSD
NSD
NSD
NSD
NSD
NSD
NSD
NSD
NSD
NSD
NSD
NSD
NSD
NSD
NSD
NSD
a One outlier not included in x calculation (n=6), x including outlier is 1.30
b NSD = No significant difference.
c Data analyzed using ANOVA for unequal variance.
0.32 (n=7).

-------
                                             SECTION 3
                           PREPARATION FOR FIELD OPERATIONS
PROCUREMENT

Procurement of all equipment and supplies for ELS-I began
in June 1984 and was accomplished through Support
Contractor Purchase Requests (SCPRs) initiated in Las Vegas.
A leased warehouse facility (7,200 ft.2) was used to store
supplies for the field stations. Each item received a unique
identification number. The equipment and supplies ordered
were tracked by computer to identify appropriate vendors
and to monitor availability and delivery schedules. The
computer-based inventory system also tracked the receipt
and subsequent disbursement of equipment and supplies
from the Lag Vegas warehouse to each field station during its
operation. An  inventory control form was developed to
provide a format for updating the inventory data base.

PERSONNEL TRAINING

The simultaneous operation of ELS-I field stations required
a large number of support personnel. Many of these person-
nel were hired as temporary employees based on prior field
experience and on academic or professional qualifications.
These new employees were trained in ELS-I field sampling
and field laboratory protocols by personnel who had been
involved in the  pilot studies.

An intensive technical and safety training program (Table 3)
for these personnel was conducted over a 6-day period in
September 1984 at the EMSL-LV. Additional training activities
were conducted at selected field stations.

Las Vegas Training Activities

 Field and laboratory personnel  were initially briefed by
members of the NSWS management team on overall goals
of ELS-I, field communications and coordination of activities,
duties of personnel,  and organizational roles. The actual
training program consisted of a series of presentations, dis-
cussions, and practice sessions on the various methods and
procedures to be used in ELS-I. All trainees were tested to
ensure their proficiency with sampling methods and, when
necessary, remedial training and retesting were conducted.

All personnel attended a defensive driving course and were
trained and certified in cardiopulmonary resuscitation and
first aid. Laboratory  personnel were given medical
surveillance physical examinations, and were fitted for
respirators to be used when methyl isobutyl ketone (MIBK)
was used in the laboratory. Laboratory personnel were also
instructed in  laboratory safety practices. All sampling per
sonnel were given preflight physical examinations.
Practice sampling was conducted on Lake Mead, Nevada,
to give field and laboratory personnel experience under
actual field conditions. Samples were collected using motor-
boats, in a manner procedurally similar to sampling from a
helicopter. As a cost-containment measure, actual training
in sampling from helicopters was conducted at the field
stations prior to the initiation of field sampling. Samples
were then processed by field laboratory personnel. Data
from the practice sampling were sent to Oak Ridge National
Laboratory (ORNL) in Oak Ridge, Tennessee, for evaluation
of data management procedures. Following this training,
personnel were deployed to each of the field stations, where
they assisted in training EPA regional and state personnel,
who also served as field samplers.

Field Station Training Activities

Field sampling personnel selected from EPA regional offices
and participating state agencies were trained over a 2-day
period at the field stations in Bangor,  Maine; Duluth, Min-
nesota; and Lake Placid, New York. All field sampling per-
sonnel were instructed in helicopter safety by a representative
from the Federal Aviation Administration's, Office of Aircraft
Safety (OAS). A practice sampling run using helicopters was
conducted on the second day. Samples collected during the
practice run were processed at the field laboratory, provid-
ing additional practice for laboratory personnel.

TABLE 3. SUMMARY OF FIELD PERSONNEL TRAINING
PROGRAM FOR EASTERN LAKE SURVEY, PHASE I (ELS-I)

Field Sampling
map reading and lake verification
lake photography
equipment use and calibration
data form completion and verification
sample types (routine, duplicate, and blank)
sample collection (Cubitainer and syringe)
sample transfer to field laboratory

Fielding Laboratory
sample receipt from sampling personnel
sample batch organization and initial processing
sample filtrations and preservation
aluminum  extraction
equipment use, calibration, and troubleshooting
measurement of pH and DIG
measurement of true color and turbidity
completion and verification of forms
sample packing and shipment	

-------
FIELD STATION SITE SELECTION

The geographic distribution of lakes to be sampled (Figure
1) required eight operating field stations be used to com-
plete ELS-I within the autumn turnover sampling  period
(Table 4).

The primary concern in selecting a base for helicopter oper-
ations was locating it at a site that would allow the  largest
number of lakes to be sampled within a 150-mile radius.
When a group of target  lakes was beyond this sampling
range, a remote base site was established as a satellite to the
main field station. The criteria used to select the primary field
station sites are presented below.
TABLE 4. FIELD STATIONS AND REMOTE BASE SITES,
EASTERN LAKE SURVEY — PHASE I
Region3      Field Station           Remote Base Sites
1
1
1
Bangor, ME
Lake Placid, NY
Lexington, MA
Auburn, ME
Greenville, ME
Presque Isle, ME
Glens Falls, NY
Edison, NJ
Springfield, MA
Rutland VT
1
2
2
3
3
Ml. Pocono, PA
Duluth, MN
Rhinelander, Wl
Asheville, NC
Lakeland, FL

Ely, MN
Marquette, Ml
Newberry, Ml

Gainesville, FL
Personnel Support Requirements

Suitable lodging, restaurant, and parking facilities near the
field station were  required. Because the field laboratory
operated during late evening hours, access to restrooms
during these extended hours was necessary. Paging sys-
tems were required to ensure that key personnel could be
contacted on a 24-hour basis. Field stations were located
near emergency medical care facilities. Arrangements were
established with a local bank to allow field personnel to cash
out-of-town travel checks.

LABORATORY  TRANSPORTATION  AND
SETUP

Five gooseneck-design mobile laboratory trailers were con-
structed in Las Vegas for ELS-I. (Laboratory specifications
are described in Section 6.) These mobile laboratories were
first transported on flatbed trailers to Lansdale, Pennsylvania,
for installation of laminar flow hoods. They were then trans-
ported to the respective field stations. A tow-behind mobile
laboratory trailer constructed for the spring pilot study had
been stored in Lexington, Massachusetts, and was subse-
quently used  at the Lexington field station. Two methods
were used to load the mobile laboratories onto the flatbed
trailers. The best method was to use two forklifts to lift the
mobile laboratory from under the frame. The second method
was to use a large crane with a spreader. The latter method
consistently resulted in cosmetic damage to the trailers and
was used only as a last resort. Once  the laboratory trailer
was positioned at the field station and utilities were con-
nected, field personnel required 3 to 6 days to make the
laboratory and its instrumentation fully operational.
"Refer to Figure 1 for the geographic location of regions.
Field Station Requirements

Airport access was the primary consideration. All field stations
(and remote base sites) were located at or near airports to
facilitate the landing, refueling, communications, and main-
tenance of the contract helicopters. Field sampling operations
required a room near the helicopter landing area for storage
of supplies and calibrating instruments.

Field Laboratory Requirements

Each field laboratory was located in a secure area near the
helicopter landing area to facilitate the transfer of samples.
The proper electrical service was required, as was a
telephone line. A minimum water pressure of 50 psi and a
sewer drain were also required for the proper operation of
the field laboratory (see Section 6).

Full-service overnight courier pickup and delivery, and major
airline or commuter airline service were required to accom-
modate sample transport at each field station. These ser-
vices were also required for shipments of equipment and
supplies to field stations from the  Las Vegas warehouse.
Charter airplane service at each field station was required to
transport samples and supplies between remote base sites
and the field station.

-------
                                              SECTION 4     .
                                  FIELD STATION OPERATIONS
 FIELD STATION ORGANIZATION

 Operation of a field station required a well-defined organiza-
 tion. A total of 15 people, including pilots, mechanic, field
 base coordinator, duty officer, and laboratory and field crews
 were based at each field station (Figure 2). All personnel
 reported to the field base coordinator, who was responsible
 for the overall operation of the field station.

 In addition to coordination of daily sampling and laboratory
 activities, the field base coordinator acted as on-site project
 officer for the Office of Aircraft Services helicopter contracts.
 Other duties included coordinating management team and
 press visits, scheduling fixed-wing aircraft services between
 field stations and remote base sites, and obtaining permis-
 sion to access privately owned lakes.
    The duty officer was directly responsible to the field base
    coordinator and was chiefly responsible for planning daily
    sampling activities. These activities included preparing a list
    of lake coordinates, receiving flight plans from pilots, and
    providing sampling crews with the  necessary flight maps
    and lake data forms. The duty officer also assisted the field
    base coordinator in updating the master  sampling plan,
    debriefing helicopter sampling crews, and overseeing remote
    base site operations. The duty officer also acted as field base
    coordinator in the coordinator's absence.

    Responsibilities and duties of field sampling personnel are
    described in Section 5 of this report. Responsibilities and
    duties  of field laboratory personnel are described in
    Section 6.
                                  Figure 2. Field station organizational structure,
                                        Eastern Lake Survey — Phase I.

                                       BASE COORDINATOR (1)
            PILOT (2)*--
            MECHANIC (1)<
            AND
            FUEL TRUCK
                   Field Lab Coordinator (1)
                   Lab Supervisor/Chemist (1)
                   Analysts (3)
                                             DOTY OFFICER
HELICOPTER TEAM 1 (2)
i ME
 GROUND MEMBER (1)


TOTAL POSITIONS =  15
HE6JCOPTERTEAM2(2)
FIELD STATION COMMUNICATIONS

The establishment of communications centers and the i mple-
mentation of communications plans enabled field operations
to proceed in a coordinated and consistent manner, although
field stations were located over a wide geographic area.
Field sampling activities had to be closely monitored each
day for reasons of safety and coordination. Moreover, regular
communication between and among the field stations and
Las Vegas was necessary. Consequently, a local com-
    munications center, staffed by the field base coordinator
    and duty officer, was established at each field station, and a
    central communications center was established in Las
    Vegas.

    Generally, the local centers were located in motel suites
    equipped with two private telephone lines, one of which was
    exclusively  for helicopter communications.  Each local
    center was the coordination point for field station activities.

-------
The central communications center in Las Vegas served a
variety of purposes. It was an information clearinghouse on
the number and type of lakes sampled, sample shipment
schedules, helicopter flight hours, and long-range weather
forecasts. Communications center personnel coordinated
and tracked shipment of QA and analytical samples to con-
tract laboratories. These personnel were also responsible
for shipping supplies to field stations. The Las Vegas com-
munications center also served as the primary point of con-
tact for  the many technical  and logistical  questions that
arose throughout the ELS-I.  During the first two weeks of
field sampling operations, the center was staffed  24 hours
per day. It was later determined that peak communications
periods  were from 5:00 a.m. to 12:00 a.m. PST, and work
schedules were adjusted accordingly.

Computer software utilized by the central communications
center to track the progress of lake sampling activities was
developed before sampling began. Maps for the daily track-
ing of field activities were inventoried  and displayed  by
region. Bulletin boards and chalkboards were installed to
effectively monitor field activities.

Each field laboratory coordinator made a daily telephone
report to the Las Vegas communications center on  the
number of lakes sampled,  lake status (i.e., isothermal,
stratified, not sampled, frozen, etc.), total helicopter hours
(flight and running time on lake), sample shipments, equip-
ment and supply requests, and miscellaneous problems. At
the Las Vegas center, all communications were logged on a
field communication form. Sampling progress was graphi-
cally displayed on regional maps with color-coded flags to
indicate lakes sampled and remaining to be sampled. Pro-
gress reports were made by telephone, and a written report
was made twice weekly to the NSWS management team.
REMOTE BASE SITES

It was necessary at some field stations to establish remote
base sites (Table 4). During periods when sampling activities
were conducted from remote base sites, the field base co-
ordinator or duty officer traveled to the remote base site to
oversee operations.  Water samples were flown by fixed-
wing aircraft to the field laboratory at the field station. Fixed-
wing aircraft were also used to transport supplies from the
field laboratory to the remote base site. Activities were co-
ordinated between a field station and a remote base site via
a remote communications center in a manner similar to the
coordination between field stations and Las Vegas. The
remote site updated the field stations regarding the pro-
gress of sampling activities  and the scheduled arrival of
samples at the field laboratory.
                                                                                 10
                                                        T~

-------
                                            SECTION 5
                                FIELD SAMPLING OPERATIONS
FIELD SAMPLING EQUIPMENT

Bell 206 Jet Ranger helicopters equipped with floats were
used as the sampling platforms. This helicopter had a range
of approximately 100 miles with the projected payloads and
normally visited three to six lakes per day. Site depth was
determined with an electronic depth finder mounted on the
float. On the first lake sampled each day, the accuracy of the
depth sounder was checked  using a sounding line  cali-
brated in meters. Lake transparency was measured with a
20-cm diameter black and white Secchi disk. Hydrolab 4041
units, leased from the U.S. Geological Survey, were used for
in situ measurement of pH, temperature, and conductance.
Each sonde was retrofitted by the manufacturer with a glass
combination pH electrode and Beckman Lazarin reference
pH electrode. This configuration was recommended for use
in waters of low ionic strength. The units were equipped with
50-m cables. Samples were collected  in a 6.2-L Van Dorn
sampler (Wildco model 1160-TT) that was modified to accept
a nylon Leur-Lok fitting. This modification allowed syringe
samples to be taken for laboratory analyses of pH and DIG
without atmospheric contact.

FIELD SAMPLING PERSONNEL

Personnel assigned as field samplers were responsible for
collection of water samples, accurate recording of field data
and observations, and calibration and maintenance of field
equipment. Five personnel were assigned as field samplers
at each site. On a given day, four were assigned duties as
field samplers (two per helicopter) and the fifth was designated
as the ground crew member.

The ground crew member was responsible for all preflight
and postflight sampling activities. Prior to departure of the
helicopters,  the ground crew member calibrated  the
Hydrolab units and assembled  the field equipment and
expendable supplies for that day's sampling. After depar-
ture, the ground crew member assisted the duty officer in
preparing for the next day's sampling. These tasks included
organizing lake maps, completing appropriate parts of the
field data forms (lake name, coordinates, and lake sketch)
and completing of the lake coordinates form.

Upon return of the helicopters, the ground crew member
received field samples, verified completeness of the field
data forms, performed  a QC check on the Hydrolab units,
and verified that equipment and supplies were ready for the
next day.
Sampling crew duties were divided between "observer" and
"sampler." The observer sat in the front of the aircraft and
was responsible for final identification of the lake and
recording of field data on the lake data form. The sampler,
stationed in the rear of the helicopter, collected the samples
and made the necessary field measurements following es-
tablished protocols. Both crew members assisted the pilot in
locating potentially hazardous conditions (e.g., other air-
craft, power lines, boats) throughout the flight. Personnel
were rotated between sampling and ground crew duties to
reduce boredom and fatigue.

 DAILY SAMPLING ACTIVITIES

The protocols for collecting water samples and field data
during ELS-I were implemented in three phases: preflight
preparation, lake site activities, and postflight operations.
These activities are summarized in Figure 3.

Quality Assurance

Strict QA measures were followed to maintain consistency
in sampling protocols and to ensure that field data and water
samples would yield results of a high and known quality.
Additional QA measures were included in the sampling
protocol to minimize contamination of lake water samples,
many of which were of low ionic strength. Details of the QA
plan are presented in Drouse' et al. (1986).

Field Instrument Calibration —

The Hydrolab unit was the only field instrument that required
regular calibration. This instrument was calibrated daily by
the ground crew member, prior to use, and was checked for
drift  following completion of the day's sampling. Proper
operation of the Hydrolab temperature probe was checked
against a National Bureau of Standards (NBS) traceable
thermometer. Thermometer and meter values were required
to agree within 2.0ฐC or the unit was replaced. Standards
used in the pH electrode standardization were NBS-traceable,
color-coded buffers (pH 4.00 and pH 7.00). The Hydrolab
conductivity probe was standardized using a 0.001 M KC1
solution with a specific conductance of 14?nS/cm.

Following the calibration of pH and conductivity probes, the
instrument was tested with a quality control check sample
(QCCS). The QCCS provided a standard of low ionic strength
for pH and conductance measurements applicable over a
range of temperatures and barometric pressures. The QCCS
was  prepared by bubbling COz through deionized water
(American Society for Testing and Materials, Type I) at a rate
                                                                                11

-------
                           Figure 3. Flowchart showing helicopter sampling crew activities,
                                        Eastern Lake Survey — Phase I.
Field Station

Excursion 1
Enroute
Lake
Site
         1. Calibrate Hydrolab units
         2. Check list of equipment and
           supplies for day's sampling
         3. Load craft
         4. Check list of lakes to be
           sampled and file flight plan
           with station supervisor
          1. Unload samples
          2. File lake data forms
            with ground member
          3. Check calibration of
            Hydrolab and record on
            lake data form
          4. Debriefing with base
            coordinator or duty
            officer
         5.  Plan and prepare for next
            day's sampling
                                1. Site description
                                2. Aerial photographs
                                3. Land on lake,
                                  locate sampling site
                                4. Site depth
                                  measurement
                                5. Set bouy
                                6. Profile conductance,
                                  temp, and pH
                                7. Secchi transparency
                                  determination
                                8. If necessary, prepare
                                  a blank sample
                                9. Sample collection
                                  with Van Dorn
                               10. Obtain DIC and pH
                                  syringe samples
                               11. Transfer remaining
                                  sample to a 4-liter
                                  container
                               12. If necessary, prepare
                                  a duplicate
                                  sample
                               13. Verify that forms
                                  and labels are
                                  correctly filled out
                               14. Depart from the
                                  lake site
of 1 to 2 L/min for 20 rnin. At standard temperature and
pressure, this solution has a theoretical pH of 3.91 and a
specific conductance of approximately 50  S/cm. Tables of
theoretical values for pH and specific conductance at dif-
ferent temperatures and barometric pressures were used to
determine the accuracy of calibration. If the value for the
QCCS differed by more than 0.15 pH unit or 20  S/cm, the
unit was recalibrated. If the recalibration did not work main-
tenance was performed on the unit following procedures
recommended by the manufacturer.

A freshly prepared QCCS was used to check the stability of
the instrument after each day of use. Calibration data were
recorded on a calibration form and were submitted to the
field laboratory coordinator at the end of the day. The initial
and final QCCS values for pH and conductance were
recorded on all field data forms used that day.
Preflight Activites

Pref light activities began with a brief meeting where the duty
officer or field base coordinator distributed maps(USGS7.5
or 15 min maps) and field data forms for each lake to be
sampled to the sampling crews. The field data forms were
partially completed by the ground crew member using infor-
mation obtained from the USGS maps. After calibration of
the Hydrolab units by the ground crew member, field crews
loaded the required equipment and supplies into the heli-
copter. The  pilot filed an in-house flight plan with the field
base coordinator and an official flight plan with the local FAA
flight service station. The pilot then entered the coordinates
of the lakes to be sampled into the helicopter's LORAN-C
guidance system and departed for the first lake. Time of
departure was dependent on local weather conditions, and
crews were often delayed due to morning fog, rain, snow, or
high winds.
                                                                                     12

-------
 Lake Site Activities

 Lake Verification and Aerial Observations —

 Prior to landing, the lake identity was verified by the pilot and
 crew members using a LORAN-C guidance system and a
 USGS map. The crew member in the rear of the helicopter
 {the sampler) then took three photographs. The first photo-
 graph was of a card showing the lake name, lake identifica-
 tion number (ID), date, crew  ID, and frame number. This
 photograph was used for later  identification of the lake
 photographs. The directions  from which the lake photo-
 graphs were taken were noted and recorded on the field
 data form by the crew member in front (the observer), who
 was responsible for data recording. Shoreline disturbances,
 such as roads and dwellings, were noted and recorded on
 the field data form. Other irregularities, such as culverts
 entering the lake, livestock grazing near shore, and logging
 activity, were recorded as comments on the field data form.
 If a lake was classified as "non-target" (Linthurst et al., 1986)
 when visited, afield data form was completed identifying the
 lake as "non-target". The crew then proceeded to the next
 lake. If a target lake was found to be inaccessible,  it was
 classified as "not visited", and a field  data form was
 completed.

 Selection of Sampling Site —

 The pilot then determined whether the lake was accessible,
 and if so, landed as close as possible to the apparent deepest
 part of the lake. The pilotthen moved the helicopter over the
 surface for 3 to 5 min until the depth sounder showed a con-
 stant maximum depth. While on the lake, the pilot  main-
 tained position by visual reference either to landmarks or to
 a buoy positioned at the sampling site, depending on local
 conditions. Latitude and longitude of the lake were read
 from the LORAN-C unit and were recorded on the field data
 form. The lake depth at the sampling site was determined
 using the depth recorder, and was recorded on the field data
 form. Periodic checks of the  depth recorder were  made
 using a calibrated sounding line.

 The following operations were performed sequentially by
 the crew member in the rear of the helicopter (the sampler).
 Observations were recorded on the field data form by the
 crew member in the front of the helicopter (the observer). A
 field data form was completed for each lake visited, even if
 no samples or measurements were collected. Criteria for
 not sampling are presented in Linthurst et al.  (1986).

 In situ Measurements —

 Secchi transparency was determined by lowering the Secchi
 disk into the water in the calm area between the aircraft and
the pontoons. All Secchi disk measurements were con-
 ducted on the shaded side of the helicopter. The depths
wherethedisk disappeared upon lowering, and reappeared
 upon raising, were  recorded. These depths were later
averaged to yield the Secchi transparency value.
 In situ measurements of temperature, pH, and conductance
 were always made at 1.5 m. This depth was chosen arbi-
 trarily, and was selected to be below the influence of the pon-
 toons and rotor wash of a helicopter.  The data from the
 helicopter vs. boat sampling experiment (Table 2) support
 this assumption. If the site depth was ฃ3 m, and a water
 sample free of debris or sediment could not be collected,
 measurements were made at 0.5 m.

 A second set of in situ measurement were taken at 1.5 m
 above the bottom (depth permitting) to determine the
 thermal (or chemical) stratification status of the lake at the
 sampling site.  If the temperature difference between 1.5 m
 and 1.5m above the bottom was less than 4ฐC, the lake was
 classified as isothermal (i.e., thermally homogeneous). If the
 temperature difference was greater than 4ฐC, a third set of
 measurements were made at a depth equal to  60% of the
 site depth. The temperature difference between 1.5 m and
 this depth were compared. If the difference was less than
 4ฐC, the lake was classified as "weakly" stratified. If the dif-
 ference was equal to or greater than  4ฐC, the lake was
 classified as "strongly" stratified.

 Temperature and conductance profiles were conducted in
 all  strongly stratified lakes. If the site depth was ^20 m,
 measurements were taken at 2-m intervals, beginning at 4
 m.  If the site depth was greater than 20 m, measurements
 were taken at5-m intervals, beginning at 5 m, to a maximum
 depth of 50 m  (the length of the cable).

 Collection of Water Samples —

 Field Blank Samples — A field blank sample was obtained
 by first rinsing the Van Dorn bottle with three 200-to 300-mL
 portions of deionized water. The Van Dorn bottle was then
 filled with deionized water, and a clean 4-L Cubitainer was
 thoroughly rinsed with deionized water from the Van Dorn
 bottle. The Cubitainer was then filled with deionized water
 from the bottle, compressed to remove headspace, capped
 securely, labeled, and stored in  a cooler at 4ฐC.

 Lake Water Samples — Regardless of the stratification
 status, lake water samples were obtained from 1.5 m. Sam-
 ples and in situ readings were obtained at a depth (0.5 m in
 lakes too shallow to collect a debris-free sample from 1.5 m).
 The Van Dorn bottle was lowered to depth, triggered to
 collect a sample, raised to the surface, and set on the pon-
 toon platform in a vertical position, the sample of water in the
 Van Dorn bottle was subsequently collected in two 60-mL
 syringes and a 4-L Cubitainer.

 For DIG and pH measurements, a 60-mL syringe was rinsed
 with 20 mL of sample withdrawn through the Luer-Lok fitting
 on the Van Dorn bottle. A 60-mL aliquot was then  drawn into
 the syringe from the Van Dorn bottle. The syringe was sealed
 with a syringe valve, labeled, placed in a Ziploc bag, and
 stored in a cooler at 4ฐC. This procedure was repeated for a
 second syringe.

 To collect a bulk water sample, a clean, 4-L Cubitainer was
thoroughly rinsed three times with 300 to 400 mL of sampie.
The Cubitainer was then filled with sample from the Van
Dorn bottle, compressed to remove  headspace, capped
securely, labeled, and stored in a cooler at 4ฐC.
                                                                                13

-------
Field Duplicate Sample — Duplicate lake water samples
were obtained by collecting a second lake water sample in
the Van Dorn bottle from a depth of 1.5 m and filling two
syringes and a Cubitainer as described above.

Data Recording

Standardized field  data forms (Appendix A, Figure A-1)
were used to record field observations, in situ measurements,
and any data qualifiers associated with observations  or
measurements made at each lake. These multicopy forms
were checked and verified at the field station. A copy of each
form was sent to ORNL for entry into the ELS-I data base. A
second copy was sent to QA personnel in Las Vegas, and a
third copy was filed at the field laboratory to assist in data
management.

Departure —

The Hydrolab unit and Van Dorn sampler were secured, and
the buoy was retrieved. The crew member who was record-
ing data (the observer) then verified that the field data form
was complete and that all containers were correctly labeled.
The helicopter then proceeded to the next lake, or returned
to the field station or remote base site.

Postflight Activities

Upon return of the helicopters to the field station or remote
base site, the calibration of the Hydrolabs was checked by
the ground crew  member. The ground crew member also
checked field data forms for completeness.

Samples were transported to the field laboratory in coolers
at approximately 4ฐC. Fixed-wing aircraft were used  to
shuttle samples (held at approximately 4ฐC) and supplies
between remote  base site and field stations.

At the  end of each sampling day, a debriefing was held
during which the pilots, sampling crew members, and ground
crew member reported to  the duty officer on that day's
activities. This debriefing was also an opportunity to discuss
problems and to schedule fueling and other activities for the
next day.
                                                                                14

-------
                                             SECTION 6
                              FIELD LABORATORY OPERATIONS
FIELD LABORATORY SPECIFICATIONS

The need to process and preserve samples as soon as poss-
ible after collection required that a field laboratory be estab-
lished at each field station. The field laboratories provided a
contamination-free environment for preparing samples for
later analysis at a contract analytical laboratory. Use of a field
laboratory also allowed certain analyses to be conducted
shortly after collection.

Six laboratory trailers were constructed for ELS-I. The pro-
totype trailer was of tow-behind design, and was24ft. long, 8
ft. wide, and 12 ft. 5 in. high. The other five trailers were of
gooseneck design, with a fifth-wheel hitch. These trailers
were 31 ft. long, 8 ft.  wide, and 12 ft. 8 in. high. Inside
workspace was 24 ft. long, 7 ft. 6 in. wide, and 7 ft. 6 in. high.
There was 480 ft.3 of  compartment storage. Approximately
18 linear ft. of counter space was available,  and storage
cabinets were located above and below the counter tops. A
polypropylene wet sink and cup sink were installed. Each
trailer required both  110 V and 220 V AC, single-phase 80-
amp electrical power, a minimum water pressure of 50 psi,
and access to a sewer drain or leach field.

Each  trailer was equipped with a 6-ft.-wide  laminar flow
hood containing high efficiency purification apparatus (HEPA)
filters (0.3  m pore size) and capable of delivering ASTM
Class 100 air with a balanced flow vent (inflow equals out-
flow). This provided a clean work  area to eliminate con-
tamination during sample processing.

Deionized water  was produced using a Millipore Milli-RO
reverse osmosis purification system (4 L/h output). This sys-
tem was connected to a 95-L  reservoir. Water from  the
reservoir was additionally treated on demand to meet ASTM
Type 1 specifications using a Millipore Milli-Q system.

Each  fifth-wheel  trailer was also equipped with two 8 ft.3
freezers, and one 30-ft.3 refrigerator/freezer. The tow-behind
trailer was equipped with one freezer and one refrigerator/
freezer. Temperature control inside the laboratory was pro-
vided by two roof-mounted venting/air conditioning units
(5,000-BTU heating  capacity and 13,200-BTU cooling ca-
pacity per unit).

Safety features of each laboratory included an eye wash sta-
tion, firstaid kit, two fire extinguishers, a storage cabinet for
flammable solvents, a vented cabinet for concentrated acids,
and a safety shower located outside the trailer.

Laboratory instrumentation included a Xertex Dohrman
model DC-80 carbon  analyzer, an Orion model 611  pH
meter with Orion Ross model 81-52 epoxy-body combina-
tion electrode, an Ohaus Brainweigh model 300D electronic
balance, a Monitek model 21 nephelometer, a Hach CO-11
color test kit, and a Clay-Adams centrifuge. Equipment for
sample filtration included a Millipore oil-free vacuum pump,
Fisher low-form filtration bases, and Nalgene filter holders.
Other laboratory supplies used are described in Hillman
etal. (1986).

FIELD  LABORATORY PERSONNEL

Each field laboratory was staffed by five persons: a laboratory
coordinator, a laboratory supervisor, and three laboratory
analysts.

The field laboratory coordinator was responsible for the
overall operations at each field station, including set up of
the field laboratory and associated support facilities (e.g.,
calibration room, local communication center, and training
facilities). The field laboratory coordinator served as a point
of contact between field sampling operations (field base
coordinator, duty officer, and sampling crews)  and  field
laboratory operations (field laboratory supervisor and ana-
lysts). The field laboratory coordinator received samples
and field  data forms from the ground crew member, and
organized them, along with QA audit samples received daily,
into a batch for processing by the field laboratory. The ship-
ment of processed sample aliquots to analytical laboratories
and completed data forms to data management and QA
personnel was the responsibility of the field laboratory co-
ordinator. Each field laboratory coordinator filed adailytele-
phone report with the central communications center in Las
Vegas that summarized each day's sampling activities, pro-
vided information regarding sample shipment and tracking,
and included requests for equipment and supplies.

The field laboratory supervisor was responsible for the daily
operation of the field laboratory, ensuring that samples were
handled, analyzed,  and processed in accordance with
approved methodologies and QA guidelines. The field labo-
ratory supervisor analyzed all samples for DIG and pH. Data
from all analyses conducted each day in the field laboratory
were  transcribed from laboratory logbooks to a standar-
dized field laboratory data form (Appendix A) by the field
laboratory supervisor. Additional responsibilities of the field
laboratory supervisor  included  laboratory safety,  cleanli-
ness, and security; tracking the  laboratory equipment and
supply inventory; troubleshooting laboratory instrument
malfunctions; and supervising the packing of equipment
and materials prior to the relocation of the field laboratory.
                                                                                15

-------
The three analysts (referred to as analysts 1,2, and 3) were
responsible for all other field laboratory activities. Analyst 1
performed aluminum extractions and analyzed samples for
turbidity and true color. Analyst 2 filtered samples and pre-
pared aliquots for later analysis at the contract analytical
laboratory. Analyst 2 also assisted field crews in obtaining
reagents and other necessary supplies. Analyst 3 was re-
sponsible for preparing sample aliquot bottles  and labels
prior to processing, and for preserving sample aliquots with
acid as they were prepared. Other duties included assisting
with turbidity and true color determinations, and assisting
the field laboratory coordinator with preparing  processed
sample aliquots and completed data forms for shipment.

Prior to the start of ELS-I field operations,  all  laboratory
personnel underwent an  intensive training program in  Las
Vegas that covered all aspects of field laboratory operations
(see Section 3). Each person was trained in every laboratory
position, and analysts rotated duties at some field stations.

DAILY FIELD LABORATORY ACTIVITIES

The daily activities associated with the operation of the field
laboratory began with a daily briefing meeting and con-
cluded with the shipment of samples and data forms from
the field laboratory (the following day). A flowchart of these
activities is presented in Figure 4. A detailed discussion of
the field laboratory analytical and sample processing method-
ologies is presented in Hillman et al. (1986). The QA pro-
tocols used in each field laboratory are described in Drouse'
etal. (1986).

Preparatory Activities

Daily Briefing Meeting —

The field laboratory coordinator attended a daily meeting
with the field base coordinator and duty officer. This meeting
was convened after the departure of field sampling crews.
The purpose of the meeting was to inform the field laboratory
coordinator of the expected sample load for that day and the
estimated time of arrival of samples at the field  station.
Problems which had developed during the previous day's
sampling or laboratory operations were also discussed.

Receipt of Audit Samples —

To monitor the performance  of field laboratories and
contract analytical laboratories, water samples of known
chemical composition (termed audit samples) were pre-
pared  by Radian Corporation,  (Austin, Texas), and were
shipped daily via overnight courier service to each field
laboratory. Thefield laboratory coordinatorwasresponsible
for receiving the audit samples and storing them at 4ฐC until
they were incorporated into a sample batch for processing
and analysis. Details on the chemical composition and pre-
paration of audit samples can be found in  Drouse' et al.
(1986). Audit samples were shipped daily to each field labo-
ratory (Drouse1 et al. 1986).
Audit samples were subjected to two treatments ("field" and
"laboratory") at the field laboratory.  Field audit samples
were sent to each field laboratory in 2-L wide-mouth Nalgene
bottles. Field  audit samples were labeled, analyzed, and
processed by each field laboratory in the same manner as
lake water samples. A field audit sample represented a
sample known to be an audit sample but having a composi-
tion unknown to an analyst at the field laboratory, but the
sample was of unknown sample type and composition when
received at a contract analytical laboratory.

Laboratory audit samples were prepared, processed, and
split into sample aliquot bottles by Radian Corporation. A
laboratory audit sample thus consisted of seven aliquots
that were processed and preserved following the same pro-
tocols used in the field laboratory for lake water samples.
These aliquots were in containers identical to those used by
the field laboratory. Laboratory audit samples received by
the field laboratory were not processed but were relabeled
and incorporated into a sample batch. Thus, the laboratory
audit samples shipped from the field laboratory were indis-
tinguishable from regular samples when received at a con-
tract analytical laboratory. Upon receipt of audit samples,
the field laboratory coordinator completed sample tracking
forms later returned to Radian Corporation. Each audit
sample was assigned a sample ID number and was incor-
porated with lake water samples into a batch for that day's
processing. The  batch  and sample ID numbers were
recorded on the audit sample labels (for each field audit
sample and each aliquot of a laboratory audit sample). The
audit sample labels were then removed and were placed in a
logbook by the field laboratory coordinator. The batch and
sample ID numbers were written on the 2-L field audit sam-
ple container. Aliquots of a laboratory audit sample were
labeled with the appropriate sample aliquot labels. Field
audit samples were processed exactly like lake water sam-
ples, but laboratory audit samples received no treatment at
the field laboratory other than relabeling and  shipping.

Work Station and Equipment Preparation —

The field laboratory staff began preparing for daily operation
1 to 2 hours prior to the arrival of samples from the field.
Each day prior to any sample processing or analyses, the
field laboratory floor was mopped, and all counter surfaces
were wiped down. Benchkote absorbent counter covering
was replaced if  necessary.

All instrumentation in the field laboratory was left on or was
left in stand-by mode at all times while the field laboratory
was on site. The field laboratory supervisor prepared calib-
ration standards and QCCS solutions (Hillman et al., 1986)
for DIG analysis. The carbon analyzer was calibrated, and its
operation was checked using these solutions. The pH meter
was standardized with pH 4.00 and 7.00 NBS-traceable buf-
fers. The standardization was subsequently checked with
fresh buffers and a freshly prepared QCCS (Hillman et al.,
1986). The field laboratory supervisor collected syringe
samples for pH and DIC from each field audit sample.
                                                                                 16

-------
                  Figure 4. Flowchart of daily activities at field laboratory during
                            the Eastern Lake Survey — Phase I.
                       FIELD LABORATORY OPERATIONS
  Ground crew
member transfers
 forms, samples
 to coordinator
                                                                      Laboratory
                                                                  coordinator contacts
                                                                       EMSL-LV
                                                                 communcations center
                                                                     (previous day)
                                                                       EMSL-LV
                                                                       contacts
                                                                   audit preparation
                                                                       laboratory
                                                                      17

-------
Analyst 1 prepared reagents, equipment, and labels for use
in aluminum extraction. Reagent dispensers were checked
for accuracy of delivery, and a logbook for aluminum extrac-
tion was prepared for recording observations. The nephe-
lometer was calibrated and checked for proper operation,
the color test kit was assembled, and the logbook for tur-
bidity and  true color was prepared for data recording by
analyst 1. Analyst 2 assembled and organized all equipment
and supplies required for sample filtration and prepared a
logbook to check off sample aliquots as they were prepared
and preserved. Analyst 3 prepared all necessary aliquot
bottles and aliquot labels forthe sample batch and prepared
materials necessary for aliquot preparation. Sample aliquot
bottles and labels were prepared beforehand to  minimize
the possibilities of error in filling the bottles.

Sample Receipt from Field Crews —

Three types of water samples were received by the field
laboratory from field sampling crews: routine samples, field
duplicate samples, and field  blank samples. The collection
of these samples is described in Section 5.

The sample containers (Cubitainer and syringes) and field
data forms collected during each day's sampling operation
were received by the field laboratory coordinator. The field
laboratory coordinator checked the temperature (ฐC) of
each cooler containing samples upon receipt and  recorded
this temperature on the appropriate field data forms.

All sample containers were inspected for leakage, and poss-
ible contamination, and the syringes were checked for the
presence of air bubbles. All comments regarding samples
were recorded on the appropriate field data forms. The field
crew observers and ground crew members were also deb-
riefed by the field laboratory coordinator on all problems
encountered during sampling activities  (e.g., suspect or
missing samples, equipment failures, or suspect measure-
ments).

Organization of Samples into a Batch —

Once lake water samples and audit samples had arrived at
the field laboratory, the field laboratory coordinator organized
them into a batch for processing and analysis. A batch was
defined as all samples processed by afield laboratory on a
given day. Each batch from a particular field laboratory was
sequentiafiy assigned a unique batch ID number.

Each sample in the batch (routine, field duplicate, field  blank,
and audit  samples) was then randomly assigned a unique
sample ID number. The batch and sample ID numbers were
recorded on all field sample container labels (Cubitainers
and syringes). These numbers were also recorded on the
labels of corresponding sample aliquots prepared from
each Cubitainer sample.

Once batch and sample ID numbers were recorded on field
sample labels, the field laboratory coordinator entered batch
information, lake ID numbers, and sample codes from all
samples on the batch/QC field data form for that day's
operation (Appendix A). The lake ID number and sample
code for each sample were entered on the field laboratory
data form on the line corresponding to its assigned sample
ID number.  In the case of an audit sample, no lake ID
number was entered. The audit sample code was entered in
the "sample code" column.

During the organization of a batch, and until the batch was
processed by the field laboratory, all samples were held at
4ฐC, either in the field laboratory refrigerator or in a cooler
containing frozen  chemical refrigerant packs. When  the
assignment of sample ID numbers was complete, the field
laboratory coordinator informed the field laboratory super-
visor.

While the samples were being organized into a batch, the
field laboratory supervisor and analysts made preparations
to process and analyze samples.

Transfer of Samples to Field Laboratory —

Once  the batch was organized  and all field sample con-
tainers were properly labeled, one syringe from each field
sample was placed in the laboratory refrigerator for use in
DIG analysis. The other syringe from each field sample was
placed on a shelf in the laboratory to warm to room tempera-
ture prior to pH determinations. The field laboratory super-
visor collected two syringes from each  field audit sample
and labeled them with batch and sample ID numbers. One
audit sample syringe was placed in the refrigerator for DIG
analysis, and the other was placed on the shelf with those
syringes used for pH determinations.

Sample Analysis and Processing

The flow of samples through the field laboratory is dia-
grammed in Figure  5. Aliquots from three Cubitainer
samples were filtered or otherwise prepared simultaneously.
An aliquot of filtered water from each field sample was pre-
pared for aluminum extraction. The remaining prepared ali-
quots were preserved and refrigerated. After aliquoting,
closed Cubitainers, were placed on the floor to warm prior to
turbidity and true color determinations. When the Cubitainer
samples had warmed to room  temperature, subsamples
were prepared for turbidity and  true color determinations.

While the samples were being processed, the refrigerated
syringe samples were analyzed for DIG concentration. When
these analyses were completed, pH determinations using
syringes  that had warmed to room  temperature were
conducted.

One routine sample in each batch was designated as the
"trailer duplicate." Two aliquots of this sample from each
syringe were analyzed for DIG, and pH. Two subsamples of
the trailer duplicate sample were analyzed for turbidity and
true color.
                                                                                 18

-------
                Figure 5. Flowchart of field sample processing and analyses conducted at field laboratory
                                       during Eastern Lake Survey — Phase I.
L



Routine Field blank Field duplicate Fiel
lake samples sample auc
samples ] |


F eld laboratory

Daily hntnh
of samples 1

w

F


i
Analysis Aliquot preparation
DIG, pH, Turbidity, True Color)
QC ched
samples
1 1 Aluminum extractor
ซ Batch Trailer Preservation
1 sample




Shipm
Analytical
Analytical
•"



entto
aboratory
aboratory
,
d/laboratory
lit sample(s)


elabelling
I

i



Analysis
Internal Ba
QC samples sam
Laboratory blank,
matrix spike,
QC check sample

L
Raw
set
1
ch
pies

1
Laboratory
duplicate



                                                                                         19

-------
When sample processing operations were completed, pre-
served aliquots were prepared for shipping. Refrigerated
aliquots were checked after 1 to 2 hours to ensure that con-
tainer caps were tight. The cap of each aliquot bottle was
taped to the bottle using electrician's tape wrapped clock-
wise around the seal. Each bottle was placed in a plastic bag
that was sealed with a twist tie. A set of six aliquots from each
sample (not including the aliquot for analysis of extractable
aluminum) was placed in a 1-gallon Ziploc bag. All aliquots
were refrigerated at 4ฐC. The aliquots for extractable aluminum
analysis were taped and bagged separately. They were then
stored in a Styrofoam cooler with frozen chemical refriger-
ant packs.

When all analyses were completed and while the analysts
finished wrapping and bagging the aliquot bottles, DIG, pH,
turbidity, and true color data from laboratory logbooks was
transcribed to the field laboratory data form. Work areas
were cleaned and organized before the staff left the laboratory
each night. A safety check list was used to complete a close-
of-day inspection prior to departure.

Sample, Data Form, and Film Shipment

Sample Shipment —

The following morning, preserved aliquots were packed into
containers for shipment to the contract analytical laboratory.
Aliquots were placed in 30-qt. Styrofoam shipping con-
tainers (Freeze-Safe) that were lined with six frozen chemi-
cal refrigerant packs to maintain aliquots at 4ฐC during
shipment. Each container held six to seven sets of aliquot
containers. The 10-mL centrifuge tubes containing aliquots
for extractable aluminum analysis were taped to the inside
of the shipping container.

Afour-part shipping form (Append!^ A) was prepared, iden-
tifying the sample aliquots packed in each  container. Two
copies of this form were placed in a plastic bag that was
taped to the lid of the shipping container. A copy of each
form was sent to the NSWS sample management off ice (Viar
and Company, Alexandria, Virginia), and a copy was retained
in the field laboratory. The two copies inside the container
served as a receiving form and a tracking form. The tracking
form was returned to the sample management office by the
contract analytical laboratory. Containers were shipped to
contract analytical laboratories via overnight courier ser-
vice, Monday through Friday. Samples requiring shipment
on Sundays were sent by commercial airfreight service. The
field laboratory coordinator also perpared copies  of field
data forms, field laboratory data forms, and shipping forms
for delivery to the data entry center,  (ORNL) and to QA
personnel. The field laboratory coordinator also contacted
the Las Vegas communications center and provided a report
on the day's sampling activities (including number and ID
codes of lakes visited, information on sample shipment,
requests for supplies, problems encountered, and subse-
quent corrective actions).
Data Form and Film Shipment —

Copies of the completed field data forms and the field labo-
ratory data form completed during each day's operation
were sent to ORNL for data entry, and to the Quality Assurance
Support Group at EMSL-LV for review. A copy of each form
was also retained in the field laboratory.

Film used by sampling crews to photograph lakes was sent
weekly to EMSL-LV for processing and preparation of
slides.

Sample Analytical Splits

In an effort to compare methodologies and results of ELS-I
with other  major international  studies, analytical  split
samples were produced from a substantial number of lake
water and audit samples. Split samples were produced as
additional aliquots from batch samples. Certain  split
samples were sent to research agencies in Norway and
Canada. Additional split samples were prepared at all field
laboratories for elemental analysis using inductively coupled
plasma emission spectroscopy. Split samples for elemental
analysis were sent via overnight courier to the EPA's Environ-
mental Research Laboratory in Corvallis, Oregon. Samples
collected for Norway were sent to the Norwegian Institute for
Water  Research in Oslo by 2-day air courier  service.
Samples collected  for Canada were sent to the Ontario
Ministry for the Environment in Rexdale, Ontario, and to the
Canada Centre for Inland Waters in Burlington, Ontario.

Initially, the field laboratory at Bangor, Maine prepared split
samples for shipment to Norway. These samples were
destroyed during shipment. Subsequently, the field labora-
tory at Asheville, North Carolina, prepared split samples for
shipment to Norway.  Unfiltered and unpreserved aliquots
(500 mL) from 15 samples were shipped to Norway. Thefield
laboratory at Lake Placid, New York prepared split samples
for shipment to Canada. A set of four aliquots was prepared
from each of 115 samples. Three of the aliquots were 500-
mL portions of unfittered sample with no preservatives. The
fourth aliquot was a 250-mL aliquot of unfiltered sample
acidified to pH <2with HNOs. Each split sample was assigned
the same batch and sample ID numbers as the sample from
which the split was prepared. Split samples were noted on
the batch/QC field data form by the use of one letter codes.
All split sample aliquots were refrigerated at 4ฐC until ship-
ment. Further description and the results of the analysis of
split samples will be presented in a separate report.
                                                                                  20

-------
                                            SECTION 7
                                             RESULTS
FIELD STATION OPERATIONS

 Weather problems impeded sampling at two of the field
stations. The Duluth, Minnesota, site was inhibited in com-
pleting the sampling because of ice cover on the site of the
lakes and the expiration of helicopter contract hours in the
final week of operation. Sampling crews from the Rhinelander,
Wisconsin, site were able to sample 12 of the remaining
lakes by breaking through the thin ice  with the helicopter.
This maximized the number of possible lake samples.

The Lexington, Massachusetts, field laboratory was able to
accept samples from the sampling crew in Greenville, Maine,
at the direction of the field base coordinator who controlled
both the Bangor and Lexington sites. The Lexington site also
processed samples from Edison, New Jersey, when deterio-
rating weather caused closure of the Lake Placid, New York,
field laboratory earlier than originally planned. Sampling at
other field stations was completed as scheduled.
                            Table 5 shows the dates of operation at each field station, the
                            NSWS regions sampled, number of days active, helicopter
                            flight and run times, and percent down time for each site.
                            Nonoperational time ranged from 0 percent at Bangor, Maine,
                            to 41.2 percent at Mt. Pocono, Pennsylvania. The mean
                            down time for all sites was 26 percent. Totals of 681.7 heli-
                            copter flight hours and 479.6 run hours (on lake) were
                            accumulated. Rhinelander, Wisconsin, had the longest period
                            of operation (27 days) and Asheville, North Carolina, the
                            shortest (7 days). The total number of active days for all sites
                            was 125.

                            Field operations were very successful in obtaining samples
                            and field data consistent with the ELS-I research plan. The
                            majority of data were collected in a highly consistent manner
                            in all subregions. Only 5 percent of the lakes sampled were
                            thermally stratified, thus 95 percent of all samples were
                            acceptable in terms of the  research  plan objective that a
                            single water sample be collected during a period when the
                            lake was isothermal.
TABLE S. DATES OF OPERATION, NUMBER OF DAYS ACTIVE, FLIGHTTIME, AND PERCENT DOWN TIME BY FIELD STATION
                              DURING THE EASTERN LAKE SURVEY — PHASE I
                                          Dates of                       Helicopter Hours
                            Region(s)     Operation      Number of
           Site              Sampled8       (1984)        Days Active       Flight    Run     % Down Time
Bangor, ME
  Presque Isle, ME"
  Greenville, MEb
  Auburn, MEb
1C, 1E
10/15-10/25
10
60.4
48.6
0.0
Lake Placid, NY
Glens Falls, NYb
Lexington, MA
Rutland, VTb
Springfield, MAb
Edison, NJ"
Mt. Pocono, PA
Duluth, MN
Rhinelander, Wl
Marquette, Ml"
Newberry, Mlb
Asheville, NC
Lakeland, FL
Total
1A
1C, 1D
1B
2A, 2D
2B, 2C, 2D
3A
3B
10/8-11/9
10/16-11/18
10/31-11/16
10/7-11/8
10/7-11/13
11/17-11/29
12/2-12/14
18
21.
10
22
27
7
10
125
89.0
113.4
41.0
156.0
119.3
61.1
41.4
681.7
64.7
82.0
27.7
98.9
95.3
37.1
25.3
479.6
36.0
38.2
41.2
21.0
18.0
36.0
16.7
x = 25.9
" See Figure 1 for explanation of region codes.
b Remote base site.
                                                                             21

-------
FIELD SAMPLING OPERATIONS

Table 6 shows the numbers of regular lakes that were selec-
ted, visited, and sampled in each ELS-I subregion. Regular
lakes were those lakes randomly selected for inclusion in
ELS-I. An additional 199 lakes were selected as "special
interest" lakes based on  recommendations from federal
and state agencies (Linthurst et. al., 1986). Samples were
collected from 186 special interest lakes. Special interest
lakes, were not among the randomly selected lakes that are
the basis for the ELS-I data base. Although data collected at
special interest lakes are pertinent to the goals of ELS-I, and
are included in the data base, they were not used in deriving
population estimates(Linthurstetal., 1986). Of 1,876 regular
lakes initially selected for sampling, 1,763 (90 percent) were
visited by field sampling crews. Some selected lakes were
not visited because of logistic time restrictions (e.g., the
consumption of all available helicopter contract flying hours)
or if conditions prevented the helicopter from landing. Of the
1,763 regular lakes visited, 91 percent were sampled.

Water samples were usually collected from 1.5 m below the
surface. However, if the sampling location was less than 3 m
deep, a sample free of debris or sediment could not always
be obtained from the specified depth. In such cases,
samples and field measurements were taken from 0.5 m
below the surface and the fact was noted on the field data
form. Table 7 shows the number of lakes sampled at 0.5 m
by subregion. These lakes comprised 18 percent of all regular
lakes sampled. Regionally, lakes sampled at 0.5 m comprised
20,17, and 12 percent of lakes sampled in the Northeast,
Upper Midwest, and Southeast, respectively.

The stratification status of lakes sampled in each subregion
is summarized in Table 7. The sampling windows for ELS-I
were selected to ensure that the maximum number of sam-
pled lakes would be thermally mixed. Regionally, the per-
centages of stratified lakes were 6,6, and 4 percent for the
Northeast, Upper Midwest, and Southeast, respectively.
The selected sampling windows were, therefore, appropri-
ate for the objectives of ELS-I.

FIELD LABORATORY OPERATIONS

The field laboratories delivered 2,399 samples to the con-
tract analytical laboratories during ELS-I. Table 8 shows the
distribution of samples by field station during ELS-I. The
Rhinelander  laboratory processed the  largest number of
samples by virtue of its  longer running time. The Bangor
laboratory had the largest number of samples per batch,
although there was not a great deal of variation between
laboratories in the average size of batches. Three field and
laboratory crews were used at two sites each. The Bangor
crew moved to Mt. Pocono after the Bangor site closed. The
Lake Placid crew moved to Asheville upon completion of
sampling activities in New York. The Lexington, Massa-
chusetts crew moved to Lakeland, Florida, and processed
the largest number of batches (31) and samples (616) during
ELS-I operations. Staggering the sampling windows pro-
vided greater continuity in sampling and field analysis by
utilizing the same personnel at more than one site.
   TABLE 6. NUMBERS OF REGULAR LAKES SELECTED
   FOR SAMPLING, VISITED BY SAMPLING CREWS, AND
  SAMPLED DURING EASTERN LAKE SURVEY — PHASE I
             BY REGION AND SUBREGION
                         Number of Lakes
Subregion
1A
1B
1C
1D
1E
Region 1 Total
2A
2B
2C
2D
Region 2 Total
3A
3B
Region 3 Total
ELS-I Total
Selected
171
169
183
162
201
886
169
177
170
174
690
121
121
300
1,876
Visited
167
156
176
153
199
. 851
160
165
162
146
633
113
113
279
1,763
Sampled
155
144
164
129
178
768
150
146
155
141
592
102
102
252
1,612
TABLE 7. NUMBER OF REGULAR LAKES SAMPLED AT 0.5 m
AND THERMALLY STRATIFIED LAKES AMONG THE REGULAR
    LAKES SAMPLED DURING EASTERN LAKE SURVEY
        — PHASE I BY REGION AND SUBREGION
Number of Lakes
Subregion
1A
1B
1C
1D
1E
Region 1 Total
2A
2B
2C
2D
Region 2 Total
3A
3B
Region 3 Total
ELS-I Total
Sampled
155
144
164
127
178
768
150
146
155
141
592
102
150
252
1,612
Sampled at
0.5m
13
38
32
40
34
157
29
36
5
28
98
7
22
29
284
Stratified
18
5
12
1
8
44
10
18
5
5
38
7
0
7
89
                                                                               22

-------
 COST SUMMARY

 Certain costs associated with completing the Eastern Lake
Survey — Phase I may be of interest to individuals or groups
planning similar operations. We provide some of the more
pertinent cost estimates in Table 9. Costs associated with
personnel support (e.g. salaries or travel expenses) are
not presented.

The use of helicopters greatly facilitated the collection of
samples during ELS-I, and  allowed  a more unbiased
sampling of lakes to be conducted. Each 2-man sampling
crew required approximately $2,500 in equipment, which
included safety equipment such  as Nomex fire-resistant
flight suits. This cost does not include cost of the Hydrolab
units. These units were on loan from the U.S. Geological
Survey, and were retrofitted at a  cost of $500 each. A
complete unit, including the retrofitting and a  50-m cable,
cost approximately $5,000.

The mobile laboratories cost approximately $20,000 each to
construct. The cost of laboratory equipment and supplies
required to operate a field laboratory during the ELS-I
(Hillman et al., 1986) was approximately $40,000. The mobile
laboratories provided a controlled environment to prepare
and preserve water samples for later, more detailed analyses
of parameters present in very low  concentrations.  These
laboratories could be relocated easily and required only 2
days to become fully operational.

The use of contract laboratories was necessary in order to
complete theahalyses of the large number of samples within
required holding times. The cost of analyzing asamplefor all
of the parameters measured in the ELS-I was approximately
$300 per sample. The ELS-I analysis plan required a rigorous
cleaning procedure for all sample containers. This pro-
cedure is described in Hillman et al. (1986).  The cost of
cleaning a set of containers used for one lake  sample was
approximately $30. This work was contracted out to a labo-
ratory for the ELS-I because of the large number of con-
tainers required. Holding times for a number of parameters
measured during the ELS-I required analysis as soon as
possible after collection or preservation. The cost of ship-
ping preserved samples from afield laboratory to a contract
analytical laboratory via  overnight courier  was  approxi-
mately $100 per container. Each container could hold 7 sets
of sample aliquots.
TABLE 8. NUMBER OF SAMPLES, NUMBER OF BATCHES, AND
MEAN NUMBER OF SAMPLES PER BATCH BY FIELD STATION
      DURING EASTERN LAKES SURVEY — PHASE I

                 Number of  Number of Mean Number
Field Station      Samples*    Batches    of Samples
Bangor, ME
Lexington, MA
Lake Placid, NY
Mt. Pocono, PA
Duluth, MN
Rhinelander, Wl
Asheville, NC
Lakeland, FL
Total Samples

214
410
334
206
397
470
162
206
2,399

10
21
18
10
22
26
10
10
127

22.4
20.7
19.8
21.5
19.0
19.0
17.5 '
21.3 .
20.2
Grand Mean
•Includes field and laboratory audits, duplicates
 and blanks.
        TABLE 9. SELECTED COST ESTIMATES3
      FOR THE EASTERN LAKE SURVEY — PHASE I
                                 Cost ($SK)
Field Sampling
Helicopter use           0.60 per day
Sampling equipment      2.5 per crev/
  and supplies
Field Laboratory
Construction of mobile lab 20.00 per laboratory
Laboratory equipment
  and supplies
Analytical Support
Sample analysis
Container cleaning
Shipping cost
40.00 per laboratory
0.30 per sample
0,03 per sample
0.10 per container (7 samples)
"Approximate based on information supplied by ELS-I
procurement and QA personnel.
bDoes not include cost of Hydrolab 4041 units ($5K each).
                                                                                23

-------
                                              SECTION 8
                         RECOMMENDATIONS AND OBSERVATIONS
To improve the field operations of future NSWS activities
and similar surveys, each field base coordinator provided
the management team with a summary of field operations at
his field station. A debriefing was held for all field base co-
ordinators and members of the management team in Plant
City, Florida, in December 1984. Many of the temporary
employees hired as field sampling and field laboratory
personnel also provided summary letters shortly after
completion of ELS-I. Recommendations and observations
provided  by the field base coordinators and  by other
personnel actively involved in ELS-I have been incorporated
in the following discussion.

The pilot studies conducted in the winter and spring of 1984
proved extremely valuable; similar pilot studies are recom-
mended for future surveys. The pilot studies provided an
onsite evaluation of the proposed logistics plan,  including
helicopter support, sample processing and shipment, field
communications, and project management. The changes
implemented in ELS-I as a result of the pilot studies are listed
in Table 1.

A critical aspect of the procurement effort for ELS-I in terms
of field operations was the accurate tracking of equipment
and expendable supplies. Tracking was accomplished
efficiently using a computer-based inventory system which
tracked receipt and disbursement of supplies to the field
stations from the Las  Vegas warehouse. The warehouse
provided a centralized storage facility for overnight ship-
ment of supplies if needed.

Training of laboratory  analysts in Las Vegas prior to the
beginning of field activities gave personnel the necessary
background in use of equipment and  survey protocols.
Personnel trained in Las Vegas were involved in training EPA
and state  personnel and remained onsite throughout the
project. This procedure was necessary to ensure consis-
tency with and adherence to established protocols, given
that EPA and state personnel rotated in as field samplers on
a regular (approximately 2-week) basis.

The criteria used to determine the suitability of a particular
site proved adequate for both personnel and the mobilefield
laboratories. One criterion that should not be overlooked in
future surveys is the available water  pressure at potential
laboratory locations.  A minimum pressure of 50 psi is
particularly important given the large quantities of deionized
water required daily by each field station. Additional pumps
or other presure-boosting systems  may be required to
operate in some locations.

Additional laboratories (converted motor homes) supplied
by EPA for equipment calibration at the Mt. Pocono and
Lake Placid field stations proved very successful. With the
addition of telephones, they also functioned as onsite com-
munication centers; this arrangement  was preferable to
using a hotel suite located some distance from the laboratory.
An additional  room or building  near the field laboratory
would serve a similar purpose.
The use of remote base sites greatly improved the cost
effectiveness of helicopters. It was suggested at the Plant
City meeting that sampling operations begin first at the field
station to allow personnel to become comfortable in their
duties and to establish clear lines of communication before
moving to a remote site. The use of fixed-wing aircraft to
shuttle samples and  supplies between field stations and
remote sites should be mandatory for an operation of this
size and scope.

In general, the field laboratories performed as planned
during  ELS-I, delivering an average of 20 processed
samples per operating day. There were no major operational
problems; however, the following observations should be
useful in future efforts:

   •  The gooseneck design worked well for the mobile
      field laboratory. The trailer was easily towed, thereby
      increasing the mobility required for a field operation.

   ซ   Once at the field station, the field  laboratory was
      operational within 2 to 3 days. The laboratory could be
      shut down and could be prepared for moving within
      1  day.

   •  When necessary, a field laboratory could receive up
      to 24  samples  from the field  and could deliver the
      completed batch including audit samples to the courier
      service the morning after processing.

   •   In Region 3A, the Asheville, North Carolina, field
      laboratory was inadvertently  located near an agri-
      cultural/equine facility which created  considerable
      dust and odor. Because of the concern about sample
      contamination, the laboratory was moved to a cleaner
      location.  This experience points out the need to carefully
      select sites for mobile laboratories to avoid potential
      contamination from the surroundings.

   •  Problems associated with small equipment failures
      were resolved through coordination with the com-
      munication center in Las Vegas. The rapid response
      provided confirms the need  for a communication
      center and an automated inventory system to ensure
      day-to-day control of supplies and equipment.

   •  Shipment of samples to the contract laboratories was
      a problem on weekends, especially when there was
      no service by overnight courier. Weekend shipments
      by commercial air service required close coordina-
      tion between the field laboratory and the contract
      analytical laboratory to ensure that the samples were
      received by the contract laboratory within the required
      time frame.

   •  No routine samples were lost during shipment; how-
      ever, one batch of samples was  temporarily lost in
,      shipment. The Norwegian splits from the Bangor field
      station were inadvertantly destroyed by Federal
                                                                                 24

-------
     Express. This required another station, Asheville, to
     collect a second set of splits. This episode emphasizes
     the need for the communication center to follow the
     shipment of samples and ensure that the samples
     reached their destination.

Overall, the ELS-I was completed in a timely manner, and
data of high quality (Best et al., 1986) were collected in a
consistent manner throughout the operation. There were no
major interruptions in field operations owing to accidents,
weather, or equipment failure. The sampling and laboratory
protocols were successful and should serve as a guide for
future field studies of a similar nature.
                                                                                  25

-------
                                           REFERENCES
Best, M. D., S. K. Drouse', L. W. Creelman, and D. J. Chaloud.
     National Surface Water Survey - Eastern Lakes
     Survey, Phase I. Quality Assurance Report. EPA 600/
     4-86-011, U.S. Environmental Protection Agency, Las
     Vegas, Nevada, 1986.

Drouse', S. K., D. C. Hillman, L. W. Creelman, J. F. Potter and
     S. J. Simon. National Surface Water Survey - Eastern
     Lake Survey,  Phase I, Quality Assurance Plan, EPA-
     600/4-86-008, U.S. Environmental Protection Agency,
     Las Vegas, Nevada, 1986.

Hillman, D. C., J. F. Potter and S. J. Simon. National Surface
     Water Survey - Eastern Lakes Survey, Phase I. Analyti-
     cal Methods Manual. EPA-600/4-86-009, U.S. Environ-
     mental Protection Agency, Las Vegas, Nevada, 1986.

Linthurst, R. A., D. H. Landers, J. M. Eilers, D. F. Brakke, W.
     S. Overton, E. P. Meier, and R. E. Crowe, (Eds). Charac-
     teristics of Lakes in the Eastern United States. Volume
     I: Population Descriptions and Physico-Chemical
     Relationships. EPA-600/4-86-007A,  U.S.  Environ-
     mental Protection Agency, Washington, D.C., 1986.

Sokal, R. R. and F. J. Rohlf.  Biometry, 2nd Edition. W. H.
     Freeman and Company, San Francisco, California,
     1981.
                                                                                26

-------
      APPENDIX A
FIELD OPERATIONS FORMS

-------
    NATIONAL SURFACE WATER SURVEY
                     FORM1
                   LAKE DATA
                                                  D  D  M  M  M



                                    SAMPLING TIME ,	. ,	p..	. i	, h
STATE
LATITUDE i_
LAKE ID
LAKE NAME
HYDROLAB ID i 	 i i 	 i
INITIAL , 	 i i 	 p.i 	 PI 	 i
LORAN READINGS Q
_p i 	 p i 	 p i — p i — i.i — i i — p LONGITUDE i — 1 1 — 1 1 — i i — 1 1 — i.i 	 1 1_
PHOTOGRAPHS
FRAME ID AZIMUTH
i_.i_, LAP CARD
,_,,_,
,_,,_,_/
D
D
FIN/
INITI/
_i FIN/
\L i 	 ii 	 i.
U. 1 	 11 	 PL
i 	 1 1 	 i
— i i — i .
pH
pH
_^S
DISTURBANCES WITHIN 100 METERS OF SHORE
ROADS d LIVESTOCK d MINES/QUARRIES
DWELLINGS D INDUSTRY D LOGGING
SITE DEPTH (ft) X 0 3048 m/ft = i_
j i 	 i.i 	 i m

AIR TEMP
+/-
i — p i —
O _
J 1 	 1 C
SITE DEPTH:
,*o
                           SECCHI DEPTH: DISAPPEAR i
.o
                                                                  REAPPEAR I	I i	i.l	im
o
                             LAKE STRATIFICATION DATA


BOTTOM -1.5m


DEPTH
1.5m
,_,,_,,_,
ATฐC (1 5, B-1.5m).

TฐC
i — ii — i.i — \\ 	 ) i — ii —
I 	 II 	 I.I 	 'V.J ' 	 (1 	 '


,s
i 	 ii 	 i.i 	 i v_y i—
__o -
IFA>4ฐ C PROCEED
IF NOT, STOP HERE
PH
-i i — i.i — ii — 1{_)
-ii__i.i_ii_i(_J


               0.6 DEPTH
                                  TฐC
                                                       //S
                                                                            pH
ATฐC (1.5. 0.6 DEPTH) i 	 PI 	 i.i 	 i
LAKE DIAGRAM #

Hfivatinn ft Outlets

IM (nlets
N








1 — s
OIF AT > 4ฐ
FOLLOWING

\<
LAKE DEPTH
CHECK ONE
DsSOm D>20m TฐC
6 10 i 	 1 i 	 i.i 	 i
8 15 i — i i — i.i 	 i
10 20 i — ii 	 i.i 	 i
1? ?e; ,_ 	
14 30 i — PI — i.i 	 i
16 35 i 	 i i 	 i.i 	 p
18 40 p 	 i i 	 i.i 	 i
20 45 i__;i_-j.i 	 :
50 i 	 p p 	 p.! 	 i
_W i—.-,..-..-,^/
C FILL IN
DATA BLOCK

V


ปs
C_y i — i i — i i — i i — 1.1 — i (_)
\^) i — i i — i i 	 i i 	 _i. i 	 i {^j
(*_) i — 1 1 — 1 1 — 1 1 	 1.1 	 i Q
\_J 1 	 1 1 	 1 1 	 1 1 	 I.l 	 1 (^}
O ,-_,,_,,_,_.,_ O
O i 	 ii 	 PI 	 .i 	 i.i 	 iQ
o ,_,,_,,_,,_,.,_, o
o ,_,_,,_,,_,.,_, o
COMMENTS: D NOT SAMPLED, SEE BELOW
                                                              DATA QUALIFIERS
                                                             @ INSTRUMENT UNSTABLE

                                                             ฎ REDONE FIRST READING NOT
                                                                ACCEPTABLE

                                                             ฉ INSTRUMENTS, SAMPLING GEAR
                                                                NOT VERTICAL IN WATER COLUMN

                                                             ฉ SLOW STABILIZATION

                                                             (ง) HYDROLAB CABLE TOO SHORT

                                                             ฎ OTHER (explain) 	
NOTSsฐANMLp;LED   O FLOWING WATER   d INACCESSIBLE  D NO ACCESS PERMIT  DURBAN/INDUSTRIAL
(CHECK)       DHIGHCOND. (>WOyS)   DNON-LAKE  DTOO SHALLOW  dOTHER_
FIELD LAB USE ONLY
TRAILER ID
BATCH ID
SAMPLE ID


FIELD CREW DATA
CRPW in
OBSERVER
SAMPLER
OBS. SIGN
GROUND CREW MEMBER
SIGN

WHITE COPY— ORNL
PINK COpy— EMSL-LV
YELLOW COPY— FIELD

                      National Surface Water Survey Form 1 (Lake Data)
                                                                      A-1

-------
                                    NSWS
                                   FORM 2

                         BATCH/QC FIELD DATA
                                                 DATE RECEIVED
                                                 B'f DATA MGT.

                                                 ENTERED
                                                 RE-ENTERED
BATCH
NO. SA
IN BAT
STATIC
SAMPLE
ID
0 1
02
03
04
05
06
07
08
09
0
1
2
3
4
5
6
7
8
9
20
21
22
23
24
25
26
27
28
29
30
DUP
u
ID R
MPUES D
CH
\B TO W
HTCH SE
ATE SHI
HIGH
'NT
PPED

IN ID r.RFW in

LAKE
ID































SAMPLE
CODE






























TD
DIC (mg/L)
QCCS LIMITS
UCL - 2.2
LCL-_I.8
VALUE QCCS






























































STATION pH
QCCS LIMITS
IICL 4-'
LCI -3.9
VALUE QCCS






























































OATE SA
AIR-BILL
FIELD ST
MANAGE
MPLED
NO.
ATION
R

TURBIDITY (NTU)
QCCS LIMITS
i|r| - 5.5
1 01 - 4.5
VALUE QCCS






























































COLOR
CAPHA
UNITS)
VALUE































SPLIT
CODES
(E,C,N,)
































COMMENTS:
WHITE - ORNL COPY
                             YELLOW -  FIELD COPY
                                                           PINK - EMSL-LV COPY
              National Surface Water Survey Form 2 (Batch DC/Field Data)
                                                               A-2

-------
NATIONAL SURFACE WATER SURVEY
SAMPLE MANAGEMENT OFFICE
P.O. BOX 8 I 8
ALEXANDRIA. VA  22314
                    NSWS
                   FORM 3
                 SHIPPING
RECEIVED BY	
IF INCOMPLETE IMMEDIATELY NOTIFY:
   SAMPLE MANAGEMENT OFFICE
       (703) 557-2490
FROM
(STATION ID):
SAMPLE
10
01
02
03
04
05
06
07
08
09
10
1 1
12
13
14
15
16
1 7
18
19
20
21
22
23
24
25
26
27
28
29
30
TO
(LAB):
BATCH
ID
DATE SAMPLED
ALIQUOTS SHIPPED
(FOR STATION USE ONLY)
1






























2






























3






























4






























5






























6






























7






























DATE SHIPPED DATE RECEIVED
AIR— RILL N<\


SAMPLE CONDITION UPON LAB RECEIPT
(FOR LAB USE ONLY)






























QUALIFIERS:
        V.- ALIQUOT SHIPPED
        M: ALIQUOT MISSING DUE TO DESTROYED SAMPLE
WHITE - FIELD COPY
PINK - LAB COPY
YELLOW - SMO COPY
fioi n - i AR rrey FOR RFTIIRN TO SMO
                        National Surface Water Survery Form 3 (Shipping)
 ft U S. GOVERNMENT PRINTING OFFICE:! 987 -748 -121/67061
                                                  A-3

-------
                                                                                                              Southern New England (1D)
                                              Upper Peninsula of Michigan (2B)
         Nortncentral Wisconsin (2C)
Upper Great Lakes Area (2D)
                                            Regions and Subregions, Eastern Lake Survey-Phase I

-------