EVALUATION OF STEADY-STATE SOIL
            CONCENTRATIONS
FOR PERSISTENT ORGANIC POLLUTANTS (POPS)
                August, 1999

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      EVALUATION OF STEADY-STATE SOIL
                CONCENTRATIONS
FOR PERSISTENT ORGANIC POLLUTANTS (POPS)
            United States Environmental Protection Agency
              National Exposure Research Laboratory
                 Ecosystems Research Division
                   960 College Station Rd.
                   Athens, GA 30605-2720
                     Robert F. Carousel
                     EPA Task Leader

                         and

                    HydroGeoLogic, Inc.
                1155 Herndon Parkway, Suite 900
                    Herndon, VA 20170
                      August, 1999

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                        TABLE OF CONTENTS

                       	Page
1.0  INTRODUCTION	  1-1

2.0  STUDY METHODOLOGY	  2-1

3.0  BASE SIMULATIONS	  3-1
     3.1   PRZM-3 MODEL  	  3-1
     3.2   SITE SELECTION PROCESS	  3-1
     3.3   PESTICIDE CHEMICAL DATA	  3-7
     3.4   DESIGN OF SIMULATIONS  	  3-8
     3.5   RESULTS OF SIMULATIONS  	  3-9

4.0  SENSITIVITY ANALYSIS		  4-1

5.0  DEVELOPMENT OF PREDICTIVE METHODOLOGY	  5-1
     5.1   INITIAL STATISTICAL ANALYSIS OF PRZM-3 DATA  	  5-1
     5.2   ADDITIONAL PRZM-3 SIMULATIONS  	  5-5
     5.3   FINAL STATISTICAL ANALYSIS OF PRZM-3 DATA	  5-8
     5.4   APPLICABILITY OF THE PREDICTIVE METHODOLOGY
          FOR Css	  5-8
     5.5   APPLICABILITY OF THE PREDICTIVE METHODOLOGY
          FOR TSS	  5-14
     5.6   UNCERTAINTY ANALYSIS  	  5-17

6.0  SUMMARY AND CONCLUSIONS	  6-1

7.0  REFERENCES	  7-1

APPENDIX A      DOCUMENTATION OF SOURCES OF DATA USED FOR CREATION
                OF PRZM-3 INPUT FILES
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                                  LIST OF TABLES
                                                                                Page
 Table 3.1    Summary Information for 32 Sites Selected for Detailed
              PRZM-3 Simulations  	  3-6
 Table 3.2    Chemical Data for Investigated POPs	  3-7
 Table 3.3    Computed Concentrations in mg/kg at t= 100 years: Chlordane and DDE  3-22
 Table 3.4    Css and Tss: DDD and Kepone	  3-23
 Table 3.5    CM and T^: DDT, Dieldrin, Methoxychlor, and Toxaphene 	  3-24
 Table 4.1    Results of Sensitivity Analyses for Dieldrin	  4-2
 Table 4.2    Results of Sensitivity Analyses for Kepone  	  4-3
 Table 5.1    Summary of Candidate Three-Variable Functions to Predict C^	  5-4
 Table 5.2    Summary of Candidate Two-Variable Functions to Predict Css  	  5-5
 Table 5.3    Ks Values for "New" POPs 	  5-6
 Table 5.4    Summary of Additional PRZM-3 Simulations Conducted to Support
              Development of Screening Level Methodology	  5-6
 Table 5.5    Summary Statistics from Monte Carlo Analyses	  5-18
                                 LIST OF FIGURES
                                                                                Page
 Figure 3.1    Crop Distribution by % Land Use for Corn, from 1992 NRI data	  3-2
 Figure 3.2    Crop Distribution by % Land Use for Cotton, from 1992 NRI data	  3-2
 Figure 3.3    Crop Distribution by % Land Use for Soybeans, from 1992 NRI data ....  3-3
 Figure 3.4    Crop Distribution by % Land Use for Wheat, from 1992 NRI data	  3-3
 Figure 3.5    Average Annual Precipitation in the United States	  3-4
 Figure 3.6    32 Sites Selected for Detailed PRZM-3 Simulations	  3-5
 Figure 3.7    Typical PRZM-3 Simulation Results - Toxaphene	  3-10
 Figure 3.8    Time Required to Reach Steady State - Toxaphene	  3-11
 Figure 3.9    Typical PRZM-3 Simulation Results - Chlordane	  3-12
 Figure 3.10   Typical PRZM-3 Simulation Results - DDD  	  3-13
 Figure 3.11   Typical PRZM-3 Simulation Results - DDE	  3-14
 Figure 3.12   Typical PRZM-3 Simulation Results - DDT	  3-15
 Figure 3.13   Typical PRZM-3 Simulation Results - Dicofol	  3-16
 Figure 3.14   Typical PRZM-3 Simulation Results - Dieldrin  	  3-17
 Figure 3.15   Typical PRZM-3 Simulation Results - Endosulfan	  3-18
 Figure 3.16   Typical PRZM-3 Simulation Results - Furan	  3-19
 Figure 3.17   Typical PRZM-3 Simulation Results - Kepone	  3-20
 Figure 3.18   Typical PRZM-3 Simulation Results - Methoxychlor	  3-21
 Figure 4.1     Sensitivity Analysis Results for Kh:  Concentration Profiles for Dieldrin
             at Site 4	  4-4
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                                  LIST OF FIGURES

                                                                                  Page
Figure 4.2    Sensitivity Analysis Results for Ks: Concentration Profiles for Dieldrin
              at Site 9	  4-5
Figure 4.3    Sensitivity Analysis Results for Kd: Concentration Profiles for Kepone
              at Site 22  	  4-6
Figure 4.4    Sensitivity Analysis Results for CN:  Concentration Profiles for Kepone
              at Site 28  	  4-7
Figure 5.1    Behavior of Numerator Function in Equation 5.1  	  5-9
Figure 5.2    Behavior of Denominator Function in Equation 5.2	  5-9
Figure 5.3    Region of Applicability of Predictive Methodology	  5-10
Figure 5.4    Computed vs. Predicted Values of Css for Selected POPs	  5-11
Figure 5.5    Computed vs. Predicted Values of Cssfor Kepone; Ks = 0/day	  5-12
Figure 5.6    Computed vs. Predicted Values of Cssfor Toxaphene;
              Ks = 1.92E-04/day  	  5-12
Figure 5.7    Computed vs. Predicted Values of Cssfor POP A; Ks = 4.70E-04/day . .  5-13
Figure 5.8    Computed vs. Predicted Values of C^for Methoxychlor;
              Ks = 1.89E-03/day	  5-13
Figure 5.9    Computed vs. Predicted Values of TSS for Selected POPs	  5-14
Figure 5.10   Computed vs. Predicted Values of T^ for Kepone; Ks = 0/day	  5-15
Figure 5.11   Computed vs. Predicted Values of T^ for Toxaphene;
              Ks = 1.92E-04/day  	  5-15
Figure 5.12   Computed vs. Predicted Values of TSS for POP A; Ks = 4.70E-04/day . .  5-16
Figure 5.13   Computed vs. Predicted Values of TSS f°r Methoxychlor;
              Ks = 1.89E-03/day  	  5-16
Figure 5.14   Cumulative Distribution Function for Css at Point A	  5-19
Figure 5.15   Cumulative Distribution Function for Css at Point B	  5-19
Figure 5.16   Cumulative Distribution Function for C^ at Point C	-	  5-20
Figure 5.17   Cumulative Distribution Function for Css at Point D	  5-20
Figure 6.1    Effect of Various Application Rates on Predicted Concentrations;
              Chlordane	  6-1
Figure 6.2    Effect of Various Application Rates on Predicted Concentrations;
              Dieldrin	  6-2
Figure 6.3    Effect of Various Application Rates on Predicted Concentrations;
              Kepone   	  6-2
F:\Projttts\EPA\EPA_004_21103\popsl.wpd                      *"                            HydroGeoLogic. Inc. 09/02/99

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 1.0   INTRODUCTION

 The U.S. Environmental Protection Agency (EPA) is continually faced with regulatory issues
 concerning the migration of organic and inorganic chemical constituents to and through multimedia
 systems (water, soil, air, etc.).  Each of these  issues requires that the potential risk to human
 health and various ecosystems be evaluated. Recently, much of this  attention has been focused
 on exposure to persistent organic pollutants (POPs). Historically, these POP compounds have
 been associated with application hi an agricultural crop setting.  These POP chemicals are of
 concern to the EPA due to their classification as "endocrine disrupters," which adversely impact
 the glandular system of the human body.

 The purpose of this report is to present the results of a study conducted by HydroGeoLogic to
 investigate the behavior of a list of specified POPs, and to develop a predictive screening level
 methodology for use with other, similar chemical compounds.  Detailed analysis was conducted
 for the following eleven POPs:

       •      Chlordane
              DDD
       •      DDE
              DDT
       •      Dicofol
       •      Dieldrin
       •      Endosulfan
       •      Furan
       •      Kepone
       •      Methoxychlor
       •      Toxaphene

 The above compounds have historically been associated with usage as pesticides hi agricultural
 settings.  The analysis of these compounds primarily involved the design and execution of a series
 of long term simulations using Version 3.0 of the EPA's Pesticide Root  Zone Model (PRZM-3).
 The intent of the individual simulations was to determine whether the listed POPs demonstrated
 a tendency to reach  a steady state concentration hi the upper soil horizon as a result of annual
 application, and,  if so, to determine the time  required for steady  state  concentrations to be
 achieved.  Results of these simulations were used to support the development of a predictive
 screening  level methodology which can be used for other POPs based on certain readily available
chemical parameters. The screening level methodology, if used as described hi this report, will
allow rapid determination of whether a specific compound is likely to demonstrate a tendency to
be persistent hi the environment.

The remainder of this report will discuss the study methodology, the results of long term PRZM
simulations for the listed  POPs, the development of the screening  level methodology, and a
discussion of the uncertainty associated with application of the screening level methodology.
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2.0   STUDY METHODOLOGY

The approach used to develop the screening level methodology involved the application of a
detailed study methodology.  Each portion of the study methodology will be described in more
detail in subsequent sections of the report. The intent of this section is to briefly summarize the
nature of the approach used for this investigation.

The basic  backbone of this  study involved detailed, long term simulations using PRZM-3.
Simulations were conducted for each of the 11  study POPs at each of 32 sites distributed across
the contiguous United States.  The site selection process was designed to provide a group of
simulation sites which were generally representative of the wide variety  of cropping practices,
climatology, and soils conditions in agricultural regions.  Simulations assumed an annual unit (1
kg/ha) application of a specific POP, and were conducted for a minimum of 100 years.

PRZM-3 simulations considered the annual pesticide application as the source term, and erosion,
runoff, volatilization, decay, and leaching as the primary loss terms. For persistent compounds
(those which exhibit a tendency to increase in concentration over time), the magnitude of the loss
terms increases as the concentration increases hi the upper layer of the soil. Since the assumed
application rate is constant, many compounds eventually reach a steady-state condition where the
annual loss term matches the source term.  Simulation results were  analyzed to determine 1)
whether a specific compound exhibited a tendency to reach a steady state concentration, and if so,
2) what the magnitude of the steady state concentration was, and 3) how much time was required
for steady-state conditions to be achieved.

Following completion of the base simulations, a series of sensitivity analyses were conducted to
determine which of the  input variables  in the PRZM-3  simulations had the most effect on
computed soil concentrations. A rigorous statistical analysis was then conducted to determine the
best method to predict steady state concentrations and time required  to  reach steady  state
conditions.  The results of the sensitivity analyses were used to guide the development of the
predictive screening level methodology and the subsequent uncertainty analyses.  The uncertainty
analysis was performed to help assess the limitations of the screening level methodology.
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3.0   BASE SIMULATIONS

3.1    PRZM-3 MODEL

The Pesticide Root Zone Model (PRZM-3) is a one-dimensional, dynamic, compartmental model
that can be used to simulate chemical movement in unsaturated  soil systems within and
immediately below the plant root zone (EPA, 1998).  It has two major components - hydrology
(and hydraulics) and chemical transport.  The hydrologic component for calculating runoff and
erosion is based  on the Soil Conservation Service (SCS)  Curve Number (CN) technique and
Modified Universal Soil  Loss Equation (MUSLE).  Evapotranspiration  is  divided among
evaporation from crop interception, evaporation from soil, and transpiration by the crop. Water
movement is simulated by the use of generalized soil parameters, including field capacity, wilting
point, and saturation water content.  The chemical transport component can simulate pesticide
application on the soil or on the  plant foliage.   Dissolved,  adsorbed, and  vapor-phase
concentrations in the soil are estimated by simultaneously considering  the processes of pesticide
uptake by plants, surface runoff,  erosion, degradation or  transformation, volatilization,  foliar
washoff, advection, dispersion, and chemical advection due to sorption.

3.2    SITE SELECTION PROCESS

The site selection process was designed to allow identification of sites  in geographically diverse
locations for which detailed PRZM-3 simulations could be conducted. Since the POPs investigated
in detail are historically associated with pesticide usage in agricultural  settings, the sites selected
were chosen from areas of primary agricultural production.  Simulations were conducted for four
major crops: corn, cotton, soybeans, and wheat. Figures 3.1 through 3.4 show crop distribution
maps for each of these crops in the United States.  These figures were based on data published in
the National Resource Conservation Service (NRCS) 1992 National Resources Inventory (NRI).
The darker shadings refer to successively higher percentages of land in a given county which is
dedicated to production of the respective crops. Using these maps, and a map of average annual
precipitation (see Figure 3.5), eight sites were selected for each crop type, resulting in a total of
32 sites identified for detailed simulations.

While the PRZM-3 simulations were one dimensional, the sites were selected on a county basis.
PRZM-3 input files were generated using parameter values that were determined to be the most
representative of average conditions across a selected county.  More information on how this was
done is presented hi Section 3.4.

Figure 3.6 shows the sites that were selected for detailed PRZM-3 simulations. Table 3.1 presents
summary information for these sites.
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      Figure 3.1   Crop Distribution by % Land Use for Corn, from 1992 NRI data
     Figure 3.2   Crop Distribution by % Land Use for Cotton, from 1992 NRI data
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   Figure 3.3    Crop Distribution by % Land Use for Soybeans, from 1992 NRI data.
     Figure 3.4   Crop Distribution by % Land Use for Wheat, from 1992 NRI data.
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                              Table 3.1
Summary Information for 32 Sites Selected for Detailed PRZM-3 Simulations
Site?
1
i
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
County. State
Jackson, IN
Kent, MD
Hamilton, NE
Cayuga, NY
Sumter, SC
Hanson, SD
Farmer, TX
Dane, \VI
Maricopa, AZ
Kings. CA
Dooly, GA
Franklin, LA
Edgecombe, NC
Crockett, TN
Dawson, TX
Wiilacy, TX
Burke, GA
Wabash, IL
Hamilton, IA
Pornte Coupee, LA
Clay, MX
Tunica, MS
Salem, NJ
Union, OH
Sutler, CA
Hancock, IL
Mitchell, KS
Daniels, MT
Crop
Cora
Corn
Corn
1 Corn
Cora
Corn
Com
Cora
Cotton
Cotton
Cotton
Cotton
Cotton
Cotton
Cotton
Cotton
Soybeans
Soybeans
Soybeans
Soybeans
Soybeans
Soybeans
Soybeans
Soybeans
Wheat
Wheat
Wheat
Wheat
Soil Name
Peoga
Matapeake
Holder
Honeoye
Norfolk
Clarno
Olton
Piano
Momoli
Armona
Tifton
Calhoun
Goldsboro
Loring
Amarillo
Raymondville
Doman
Roby
Brownton
Commerce
Bearden
Sharkey
Mattapex
Blount
Capay
Virden
Harney
Cherry
HSG
C
B
B
B
B
B
C
B
B
C
B
D
B
C
B
D
B
C
C/D
C
C
D
C
C
D
B/D
B
C
1 Met Station
Louisville, KY
Wilmington. DE
Grand Island, NE
Syracuse, NY
Columbia, SC
Sioux Falls, SD
Amarillo, TX
Madison, WI
Phoenix. AZ
Fresno. CA
Macon, GA
Jackson. MS
Raleigh- Durham, NC
Memphis, TN
Midland, TX
Brownsville, TX
Augusta, GA
Evansville, IN
Des Moines, I A
Baton Rouge, LA
Fargo, ND
Memphis, TN
!
Wilmington, DE
Columbus, OH
Sacramento, CA
Burlington. LA
Ccncordia, KS
Williston, ND ^
                                3-6

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                                       Table 3.1 (continued)
 Summary Information for 32 Sites Selected for Detailed PRZM-3 Simulations
Site#
29
30
31
32
County, State
Fulton, OH
Lexington, SC
Travis, TX
Lincoln, WA
Crop
Wheat
Wheat
Wheat
Wheat
Soil Name
Mermill
Nason
Houston Black
Bagdad
HSG
B/D
C
D
B
Met Station
Toledo, OH
Columbia, SC
Austin, TX
Spokane, WA
 3.3    PESTICIDE CHEMICAL DATA
 Table 3.2 shows the chemical data used for detailed PRZM-3 simulations for each of the study
 POPs.  These data were obtained from a variety of sources as documented in the table.

                                            Table 3.2
                              Chemical Data for Investigated POPs
POP
Chlordane
DDD
DDE
DDT
Dicofol
j Dieldrin
Endosulfan
Fur an
Kepone
Methoxychlor
Toxaohene
Da
(cmVday)
1019.52
1347.84
1244.16
1183.68
3473.281
1080
993.6
8985.6
6912
1347.84
1002.24
K,
(dim)
1.99E-03
1.63E-04
8.55E-04
3.31E-04
4.1E-071
6.19E-04
4.58E-04
0.2207
1.04E-06
6.46E-04
2.45E-04
ENPY
(kcal/mole)
20
20
20
20
20
20
20
6.562
20
20
20
K,,
(day1)
1.03E-07
1.29E-04
0.00
1.01E-03
1.68E-OP
1.73E-04
6.44E-01
0.00
0.00
1.92E-03
2.68E-04
K,
(day1)
0.00
6.85E-05
0.00
1.64E-04
1.68E-013
1.73E-04
2.05E-04
0.00
0.00
1.89E-03
1.92E-04
half-life
(soil, days)
cc
10,117
oo
4,226
4
4006
3380
CC
CO
367
3609
K«
(cm3/g)
7.76E+05
7.76E+05
4.37E+06
3.89E+06
6.06E+03
1.20E+05
3.55E+03
l.OOE+01
1.41E+04
7.94E+04
2.04E+04
'from the SPARC (Spare Performs Automated Reasoning in Chemistry) properties calculator
'from the Handbook of Chemistry- and Physics, 7921 Edition. 1995-96
3from the NRCS ARS Pesticide Properties Database for pH of 7
•from the NRCS ARS Pesticide Properties Database (selected value by ARS)
        ENPY
        K.
        K,
vapor phase molecular diffusivity coefficient
Henry's constant
enthalpy of vaporization
liquid phase decay rate
solid phase decay rate
orsanic carbon coefficient
F:iprojec-J' £PA\E?A_«W_2 II03' Peps 1 .wp
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  Values for Da and Kh were obtained from the EPA Region VI Delis ting Spreadsheets (except as
  noted).   Values for ENPY were obtained from the PRZM-3 User's Manual (except as noted).
  Values for Kw and K^ were calculated based on 25 °C and rate constants from the Hazardous
  Waste Identification Rule (HWIR) publication (EPA, 1995) (except as noted). Values for K^ were
  taken from the HWIR publication (except as noted).

  3.4    DESIGN OF SIMULATIONS

  For each selected site, a generic PRZM-3 input file was generated. This generic file was then
  modified as required to reflect the chemical data for a specific POP. The generic input file was
  generated using the capabilities of the Pesticide Assessment Tool  for Rating Investigations of
  Transport (PATRIOT) (Imhoff et al, 1993). PATRIOT is a decision support system that allows
  the user to interact with a series of databases (including rainfall,  soils, cropping, and pesticides).

 In order to generate the generic PRZM-3 input  data set for each site, the PATRIOT system was
 used to identify the most predominant soil type for the crop of interest, and to identify the nearest
 meteorological station.  The option to generate a PRZM (version 2) input file was then selected.
 This file  was then modified as required to reflect the changes in the input data requirements for
 the PRZM-3 model.  PATRIOT was used to define the following variables in the final  versions
 of the input files used for detailed simulations: crop emergence, maturation, and harvest dates; the
 curve number (CN) data used for runoff calculations; total depth of soil core; and soil horizon data
 including bulk density, initial soil water content, field capacity, wilting point, and percent organic
 carbon.

 Other sources of data were used to build the generic PRZM-3 input  files, including the PRZM-3
 User's Manual and  the  soils database  included  within the NRCS 1992 National Resources
 Inventory. Once completed, the generic input files for each site were then modified for each POP,
 using the chemical data in Table 3.2.   Appendix  A provides documentation for the major
 assumptions made and for the  sources of data used for the base PRZM-3 simulations.

 Since study simulations were designed to be at least 100 years long,  the option to use the 10 year
 record in the PATRIOT rainfall database was not used.  Instead, once a meteorological station had
 been identified, the data for that station were downloaded from the  EPA's Center for Exposure
 Assessment Modeling (CEAM) site. The met stations selected  are shown in Table 3.1.  Most
 stations had 36 years  of data; the available data for each station were successively appended to
 provide a meteorology input file with 100 years of data.

 The PRZM-3 irrigation option was selected for corn sites 3 and 7; cotton sites 9, 10, and 16; and
 wheat  site 25. Irrigation  was chosen for these sites based on United States Department of
 Agriculture maps showing  percent of cropland  in irrigation by  county  for 1992 (see web  site
 address "http://www.nhq.nrcs.usda.gov/land/meta/m2289.html").

Pesticide applications  were  assumed to be 1.0 kg/ha, applied on  the same date to the same crop
for ever}' year of the simulations.  All pesticides  were assumed to be soil  applied, using a default
incorporation depth of 4 cm. The processes of biodegradation and plant uptake of pesticides were
not considered.
               j p
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 3.5   RESULTS OF SIMULATIONS

 The results of the PRZM-3 simulations are presented  in this section.  Soil concentrations are
 presented throughout as average concentrations over the top 15 cm of the soil column.  The 15 cm
 depth was judged to be reasonable to support risk assessments in which primary exposure routes
 are ingestion and dermal contact. The leaching of POPs below the 15 cm depth was  considered
 to be a loss term, although that does not necessarily imply transport to the groundwater system.

 HydroGeoLogic wrote a simple post processor which parsed the PRZM-3 output file and extracted
 the total, adsorbed, dissolved, and gaseous concentrations for the top 15  cm at the end of every
 month. Graphs of total concentration vs time were prepared and investigated. Simulations beyond
 100 years were then conducted  where required to allow concentrations to reach steady state.
 These were conducted by repeating the original simulation (from 0 to 100 years), but  with initial
 soil pesticide concentrations set equal to the concentrations predicted at tune = 100 years.  At
 every site, the modeled soil compartment thickness was 1 cm over the depth range from which
 concentration data were investigated.

 Figure 3.7 shows typical simulation results for toxaphene. The figure shows end of month average
 soil concentration versus tune. The results shown are taken  from Site 1, but are representative
 of the behavior of toxaphene at all  sites.  Similarly, all other results shown hi this  section are
 typical for the respective POPs and are taken from Site 1.

 Figure 3.7 demonstrates typical behavior for the more "well-behaved" POPS of those investigated
 in detail.  Initially, the sum of all of the loss terms associated with erosion, runoff, volatilization,
 decay, and leaching is much lower than the annual unit source term. Average soil concentrations
 increase  rapidly, but the increase in concentration leads to higher loss terms,  which are each a
 function of soil concentration. Eventually, the annual loss term approximately balances the annual
 source term, and steady state concentrations are achieved.

 From Figure 3.7, it appears that steady state concentrations are achieved sometime after about 60
 years, but because of the monthly variation in concentration it is not immediately clear what we
 mean by steady state.  It was determined  that an objective means to determine "time to reach
 steady state"  was required,  so that simulation  results could be processed  objectively  and
 consistently.

 The methodology adopted to determine the time required for steady state conditions to be achieved
 involved plotting the percent change in the moving average of the computed soil concentration
 data. Theoretically, when the value of the percent change in moving average reaches zero, steady
 state conditions have been achieved.  Durations of from one to five years for the moving average
 computation were considered. Figure 3.8 shows these data for the toxaphene plot presented in
 Figure 3.7 for one year and five year moving averages. Successively longer moving average
periods reduce the  "noise" in the data and produce smoother  and more consistent curves. A
moving average period of five years was adopted in the subsequent determination of time required
to reach steady state conditions for all POPs at all sites.  Based on this moving average  period, the
time required for toxaphene concentrations  shown in Figure 3.7 to reach  steady state conditions
 (hereinafter  designated Tss) is 74.08 years, at which time the average concentration is 4.77 mg/kg.

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-------
  The magnitude of the steady state concentration (hereinafter designated Css) is therefore assumed
  to be 4.77 mg/kg.  (Note that while Css and Tss data are typically reported quite precisely, this is
  an artifact of the software used to generate these numbers.  The accuracy of these data are
  probably limited to 1 or 2 significant figures; for the above example,  it  would therefore  be
  acceptable to assume that Css = 4.8 mg/1 and Tss = 74 years.)

  Inspection of Figure 3.7 and Figures 3.9 through 3.18 demonstrates that there are several types
  of behavior among the investigated POPs (a discussion of each compound is presented later). The
  most persistent compounds are  chlordane and DDE. These compounds did not show a tendency
  to reach steady state, even for simulations as long as 400 years.  Both of these POPS have high
  K
-------
 The POPs DDD and kepone are also strongly persistent.  However, these compounds show a
 tendency to reach steady state concentrations after an extended period of time, often in excess of
 100 years.  Values of Css and Tss for these compounds are presented in Table 3.4.

                                        Table 3.4
                               C^ and T^: DDD and Kepone
Site
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23 •
24
25
26
27
28
29
30
31
32
DDD
C^, mg/kg
12.65
13.13
10.69
12.17
11.09
15.97
12.51
13.43
12.98
11.29
13.04
9.56
13.35
9.96
12.77
12.04
12.18
14.69
13.84
11.93
15.39
11.91
12.69
11.43
11.73
15.56
12.81
14.49
14.6
10.75
11.94
12.61
TSJ, yrs
116.25
95.42
108.67
95.58
97.67
113.58
140.92
84.75
162.5
161.75
134
76.25
112.17
98.42
109.58
141.58
112.67
138.08
86.42
97.75
102.42
98.75
95.67
93.08
114.83
100.58
87.58
104.67
100.67
85.83
84.83
74.17
Kepone
C^, mg/kg
27.69
21.67
22.59
51.99
13.16
82.52
20.91
74.41
7.11
14.97
5.69
37.20
44.91
16.97
31.42
19.95
3.14
22.34
> 156
30.36
> 173
36.87
32.31
44.33
20.27
104.34
66.31
25.93
78.54
26.12
59.09
58.96
Ts,yrs
97.33
60.50
84.25
161.33
54.08
228.42
81.58
199.58
28.00
67.08
23.17
135.58
148.50
62.75
95.00
82.08
12.42
72.42
> 400
97.75
> 400
126.08
95.92
140.17
70.92
293.83
189.75
87.83
241.58
91.58
185.50
174.17
F:'' Projeca'.EPA1 E?A_OOi_2!! 03' pops I .*-pd
                                                                          HydroGeeLog:;, I-c. WOT99

-------
The next group of POPs demonstrated a consistent tendency to reach steady state conditions in less
than 100 years.  This group includes DDT, dieldrin, methoxychlor, and toxaphene. In addition,
the magnitude of the Css for a specific POP did not show as much variation from site to site as for
the more persistent POPs.  Values of Css and TS3 for these compounds are presented in Table 3.5.

                                      Table 3.5
               CK and TM: DDT, Dieldrin, Methoxychlor, and Toxaphene
Site
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
3Q
31
32
DDT
Cs,mg/kg
5.98
6.19
4.87
4.96
5.51
7.80
5.85
6.60
5.94
4.95
6.13
4.47
6.53
4.64
6.52
5.48
5.46
6.98
6.99
5.83
7.58
5.90
6.30
5.73
5.71
7.63
6.38
7.42
7.10
5.28
5.98
6.38
TB, yrs
52.25
48.75
44.83
27.58
52.33
68.42
75.42
42.67
63.83
62.25
63.92
36.25
63.92
61.00
62.58
65.92
44.58
59.42
49.75
53.25
63.50
62.08
58.50
55.42
69.08
61.75
47.58
63.33
69.58
48.75
47.83
38.17
Dieldrin
Cs, mg/kg
5.00
5.40
4.55
5.30
4.31
5.76
5.02
5.92
4.63
4.65
4.58
4.11
5.16
4.38
4.32
5.06
4.23
5.27
5.82
5.08
5.78
5.04
5.24
4.85
4.68
5.93
5.28
5.08
5.32
4.71
5.11
5.43
T^yrs
74.50
58.50
63.92
57.42
83.58
75.83
75.42
63.58
92.00
81.33
83.00
95.58
74.42
62.08
80.42
76.75
62.50
85.83
49.75
61.75
65.83
62.42
59.58
68.50
69.92
77.75
64.83
81.42
69.58
50.17
48.83
72.42
Methoxychlor
CB, mg/kg
0.56
0.58
0.51
0.64
0.47
0.67
0.55
0.70
0.47
0.51
0.48
0.52
0.59
0.48
0.47
0.57
0.42
0.59
0.70
0.60
0.68
0.59
0.60
0.58
0.53
0.67
0.60
0.57
0.59
0.58
0.60
0.63
Ts, yrs
13.58
11.67
11.67
13.50
11.83
13.42
12.33
12.42
16.17
16.50
12.42
10.75
11.67
9.50
12.92
15.42
11.58
13.67
12.67
13.58
13.75
12.00
11.67
10.50
12.33
11.83
15.83
14.42
14.83
11.58
10.17
11.08
Toxaphene
C^mg/kg
4.77
5.19
4.40
4.93
3.97
5.25
4.85
5.49
3.64
4.40
3.24
4.23
4.78
4.26
4.01
4.88
2.14
4.96
5.34
4.90
5.09
4.77
5.00
4.55
4.44
5.32
4.86
4.56
4.78
4.64
4.86
4.98
Ta,yrs
74.08
54.75
65.58
57.42
67.33
73.75
69.67
63.58
33.75
61.75
27.58
56.33
79.67
62.08
66.17
74.50
15.42
63.58
60.83
71.67
76.58
70.50
57.75
69.42
68.08
77.75
66.42
64.67
66.58
59.67
64.42
80.00
    EPA\EPA_OOiJ!!IC3'pcpsi.v.TK!
                                        3-24

-------
 Finally, a group of compounds exhibited no tendency to reach steady state conditions. For these
 compounds, the loss terms were sufficient to reduce the average concentration in the top 15 cm
 to zero (or nearly to zero in the case of endosulfan).  This group includes dicofol, endosulfan, and
 furan. Since these compounds exhibited no tendency towards persistence (at least as defined for
 this study), computed concentration results are not presented here.

 Following is a brief discussion of the PRZM-3 simulation results for each compound, presented
 in order of persistence behavior (as  discussed above):

 Chlordane
 Chlordane simulations, even those carried out as far as 400 years, produced concentration vs tune
 plots that were nearly linear (similar to Figure 3.9). Chlordane had one of the highest K^ (and
 consequently, Kj) values of the investigated POPs, indicating a strong tendency to remain hi the
 solid or adsorbed phase. Since its solid phase decay rate (KJ is zero, soil concentrations continue
 to increase  year after year.  Note that  chlordane has a relatively high Kh value among the
 investigated POPs; volatilization losses were  typically the highest loss term in the PRZM-3
 simulations.  However, because the compound remains primarily hi the solid phase, computed
 volatilization losses were relatively minor.

 DDE
 DDE was the only one of the investigated POPs for which the PRZM-3 parent daughter simulation
 capabilities were employed. The results of these simulations were not included in the development
 of the predictive screening  level methodology, but are reported here for  purposes of project
 documentation.

 We assumed that DDT degradation would produce decay products of 40% DDD and 40% DDE
 (DDD was included in the parent daughter simulations to preserve mass balance). Since the DDT
 K; value is 1.64E-04/day (see Table 3.2), the simulated rate for production of solid phase DDE
 from degradation of DDT was therefore 0.40(1.64E-04/day) or 6.56E-05/day.  Similarly, the
 simulated rate for production of liquid phase DDE from degradation of  DDT was therefore
 0.40(1.01E-03/day) or 4.04E-04/day.  The K, and K^ rates for DDE are both zero.

 Simulation results for DDE indicate a high degree of persistence, similar to chlordane.  In fact,
 the K^ value for DDE was the highest of the POPs investigated.  This compound demonstrates
 a strong tendency to remain in the  solid  phase and not decay.  The highest loss term for this
 compound in PRZM-3 simulations was  typically erosion.

 DDD
 DDD, like DDE, is a daughter product of DDT.  However, DDD has historically been used as
 a pesticide. Therefore, it was simulated in a fashion similar to all of the other investigated POPs.
DDD has  a K^ value equal to that of chlordane, but, unlike chlordane, it has a nonzero Kj value
of 6.85E-04/day.  While this value is relatively low, the decay loss term was typically the highest
for this compound in the PRZM-3 simulations. The low rates of decay account for  the long Tss
values for this compound.
F:\Projec3-EPA\EPA_OW_21103.pops l.w?d                     J>"-~)      "  "                  H>droCecU>g;c. Ire. 09'02/99

-------
  Kepone
  Kepone is another compound that exhibited long Tss values for many sites. It has a zero decay rate
  for both solid and liquid phases. Unlike DDD, however, kepone has a relatively low K^ value,
  which means it is relatively more  likely to be hi the liquid or gaseous phase.  Of the true loss
  terms  considered, volatilization losses were typically highest in  the  PRZM-3  simulations.
  However, because kepone is more readily transported through the soil column in the liquid phase
  than some of the other POPs, some of the "loss" for this compound is associated with leaching.

  As shown in Table 3.4, values of Css and Tss for kepone at sites 19 and 21 were not determined.
  These two sites had the highest percent organic carbon of any of the simulated sites, and the high
  Kd values for kepone produced strongly persistent behavior. Simulations were carried out to 400
  years for both sites, at which point steady state conditions had not yet been achieved.

  DDT
  DDT was simulated as a parent with no daughter products hi order to determine its ultimate
 concentration hi the upper soil profile. While DDT has one of the higher K^. values investigated,
 it also has Kj, Kw, and Kh values that allow losses that are higher than the more persistent POPs
 investigated.  The decay losses were typically the highest losses hi the PRZM-3 simulations.  As
 shown hi Table 3.5, DDT was one of the most consistent POPs investigated, with a fairly narrow
 range of Css and Tss values.

 Dieldrin
 Dieldrin simulations indicate behavior similar to that of DDT. Again, the chemical parameters
 for dieldrin suggest a compound that will be persistent, but not strongly so, and subject to a wide
 range of loss processes. For dieldrin, the highest loss term was decay, followed by volatilization
 losses which typically were about half the decay losses. This  compound, like DDT, behaved in
 a very consistent fashion from site to site.

 Methoxvchlor
 Methoxychlor, as shown in Figure 3.18, is at the lower end of what might be considered the range
 of possible persistent behaviors. Soil concentrations of methoxychlor typically increase for several
 years, but quickly reach a steady  state condition where the loss terms match the application rate.
 Methoxychlor has a relatively low K^. value and the highest K^ value of all of the "persistent"
 POPs investigated. The highest loss term for methoxychlor was typically decay.

 Toxaphene
 Toxaphene is similar to DDT and dieldrin in its behavior from site to site, with a tendency  to
 reach steady state conditions at consistent values of Css and Tss.  This POP has a relatively low K^
 value, and typically was subjected to losses in the solid, liquid, and gaseous phases.  Its primary
 loss mechanism is associated with decay.

 Dicofol
 Dicofol had one of the lowest K^  values investigated, and also  had the highest K^ and K^, rates  of
 any of the POPs. Its decay losses were the highest of any POP investigated, and these losses were
 sufficient  to prevent any accumulation of chemical from year to year.
                                          -> ^ /•
F:\Pro.ecu'EPA1 EPAjX>i_:i 103 popsl.wpd                     J-—O                            HytcGeoLogic. Ir.c. 09/02/99

-------
Endosulfan
Endosulfan behavior  is somewhat similar to that of methoxychlor.  In fact, at all sites,  the
computed minimum concentrations never reached zero after the first year or two.  However,
because its loss terms are relatively high, it is not judged to behave as a "persistent" pesticide.
The endosulfan K^ value is lower than methoxychlor, and the decay term for the liquid phase
significantly higher. The highest loss term for endosulfan in the PRZM-3 simulations was decay.

Furan
Furan is not a persistent  POP, at least as defined for this study.  Its minimum concentration
reaches zero every year at all sites, and it exhibits no tendency to accumulate in the top soil layer.
Furan has the lowest K^ value of all of the POPs investigated (by over two orders of magnitude).
Although its solid and liquid phase decay rates are zero, it has a very high Kh value. It was the
only POP investigated that had volatilization as its highest loss term.
                                                                          HvdroGccLogic. I,c.

-------
4.0   SENSITIVITY ANALYSIS

Following completion of the base PRZM-3 simulations described  hi Section 3,  a sensitivity
analysis was conducted.  The purpose of the sensitivity analysis was to determine  which of the
parameters in the PRZM-3  input files had the greatest effect on computed POP concentrations.
The sensitivity  analysis was  performed by conducting and analyzing additional  PRZM-3
simulations as described in  this section.

Based  on  the base simulation results, it was determined to design the sensitivity analysis using
dieldrin and kepone.  These two POPs were chosen for additional  analysis because they both
exhibited  the tendency toward steady state behavior of interest to  this study.  However, the
chemical nature of these two compounds (at least with respect to their Kh, Kw, K,, and K^. values)
were different enough to warrant investigating both.

Sensitivity analyses were conducted at four sites. One site was chosen for each of the four crops
simulated in this study.  The intent was to pick sites  that would  represent a wide range hi
climatological conditions across the country.  The four sites selected were site number 4 (corn;
Cayuga County, NY; cool and wet); site number 9 (cotton, Maricopa County, AZ; hot and dry);
site number 22 (soybeans, Tunica County, MS; hot and wet); and site number 28 (wheat, Daniels
County, MT, cool and dry).

A total of 21 PRZM-3 input parameters were modified (one parameter per simulation). Each
parameter selected for inclusion hi the sensitivity analysis was increased and decreased by 50%
hi separate simulations, and the resultant impact on computed soil concentrations tabulated.  It
should be noted that for two parameters (runoff CN and maximum percent coverage for a crop)
it did not make physical sense to follow the +/- 50 % variation. Runoff CNs were allowed to vary
to the minimum and maximum values listed in the PRZM-3 User's Manual for a given hydrologic
soil group.  The minimum  and maximum percent coverages were assumed to be  80 and 100,
respectively (the base simulations assumed 95% coverage).  For the purposes of this analysis,
computed concentrations at  t = 50 years were compared to the base simulation to determine the
relative impact a particular parameter had on concentration.

Results of the sensitivity analyses for dieldrin are shown hi Table 4.1, and for kepone hi Table
4.2.  The results indicate that the most sensitive parameters included Kh, K,, Kj, and CN.  These
parameters were included hi the attempt to develop a predictive  screening level methodology
described hi Section 5.
F:'.Proj«ea'.EP.VEPA 004 :il03'.R06-99.157.»,pd                  "*" *                             HydroGeoLogic. Ire. 9.7/99

-------
                                                   Table 4.1
                               Results of Sensitivity Analyses for Dieldrin
PRZM-3
Parameter
ANETD
USLEK
USLELS
USLEP
SLP
HL
iCINTP
AMXDR
HTMAX
USLEC
MNGN
PAIR
HENRYK
ENPY
PCDEPL
RATEAP
DWRATE
DSRATE
KD
COVMAX
CN
Site #4: Corn
Cayuga County, NY
concentration in mg/kg,
t=50yrs
50%
5.128
5.270
5.271
5.270
5.139
5.150
5.129
5.135
5.128
5.269
5.106
5.371
5.371
5.128
N/A
N/A
5.128
8.149
4.951
5.128
5.492
100%
5.128
5.128
5.128
5.128
5.128
5.128
5.128
5.128
5.128
5.128
5.228
5.128
5.128
5.128
5.128
5.128
5.128
5.128
5.128
5.128
5.128
150%
5.122
5.030
5.030
N/A
5.120
5.105
5.127
5.121
5.128
5.029
5.142
4.962
4.962
5.128
N/A
N/A
5.128
3.669
5.228
5.128
4.981
Site £9: Cotton
Maricopa County, AZ
concentration in mg/kg,
t=50yrs
50%
4.377
4.404
4.404
4.404
4.394
4.393
4.391
4.737
4.393
4.404
4.389
4.835
4.834
4.393
4.095
4.393
4.394
7.230
4.290
4.394
4.487
100%
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
4.393
150%
4.691
4.381
4.381
N/A
4.391
4.391
4.392
4.474
4.393
4.381
4.394
4.147
4.147
4.393
4.804
4.393
4.392
3.050
4.450
4.393
4.251
Site £22: Soybeans
Tunica County, MS
concentration in mg/kg,
t=50vrs
50%
4.876
4.962
4.957
4.962
4.8S5
4.889
4.883
4.880
4.879
4.961
4.868
5.147
5.146
4.879
N/A
N/A
4.879
7.846
4.729
4.881
5.155
100%
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
4.879
150%
4.879
4.819
4.825
N/A
4.874
4.874
4.875
4.879
4.879
4.818
4.889
4.723
4.723
4.879
N/A
N/A
4.879
3.462
4.977
4.879
4.813
Site #28: Wheat
Daniels County, MT
concentration in
mg/kg, t=50yrs
50%
4.825
4.848
4.849
4.849
4.839
4.838
4.839
4.835
4.837
4.849
4.835
5.233
5.232
4.837
N/A
N/A
4.838
7.814
4.635
4.838
4.872
100%
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
4.837
150%
4.846
4.827
4.827
N/A
4.836
4.837
4.835
4.839
4.837
4.827
4.839
4.654
4.654
4.837
N/A
N/A
4.836
3.416
4.998
4.836
4.81
% deviation from base simulation
Parameter
ANETD
USLEK
USLELS
USLEP
SLP
HL
CINTP
AMXDR
HTMAX
USLEC
MNGN
PAIR
HENRYK
ENPY
[PCDEPL
RATEAP
DWRATE
DSRATE
KD
COVMAX
!CN
50%
0.00
2.77
2.79
2.77
0.21
0.43
0.02
0.14
0.00
2.75
-0.43
4.74
4.74
0.00
N/A
N/A
0.00
58.91
-3.45
0.00
7.10
100%
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
150%
-0.12
-1.91
-1.91
N/A
-0.16
-0.45
-0.02
-0.14
0.00
-1.93
0.27
-3.24
-3.24
0.00
N/A
N/A
0.00
-28.45
1.95
0.00
-2.87
50%
-0.36
0.25
0.25
0.25
0.02
0.00
-0.05
7.83
0.00
0.25
-0.09
10.06
10.04
0.00
-6.78
0.00
0.02
64.58
-2.34
0.02
2.14
100%
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
150%
6.78
-0.27
-0.27
N/A
-0.05
-0.05
-0.02
1.84
0.00
-0.27
0.02
-5.60
-5.60
0.00
9.36
0.00
-0.02
-30.57
1.30
0.00
-3.23
50%
-0.06
1.70
1.60
1.70
0.12
0.20
0.08
0.02
0.00
1.68
-0.23
5.49
5.47
0.00
N/A
N/A
0.00
60.81
-3.07
0.04
5.66
100%
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
150%
0.00
-1.23
-1.11
N/A
-0.10
-0.10
-0.08
0.00
0.00
-1.25
0.20
-3.20
-3.20
0.00
N/A
N/A
0.00
-29.04
2.01
0.00
-1.35
50%
-0.25
0.23
0.25
0.25
0.04
0.02
0.04
-0.04
0.00
0.25
-0.04
8.19
8.17
0.00
N/A
N/A
0.02
61.55
-4.18
0.02
0.72
100%
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
150%
0.19
-0.21
-0.21
N/A
-0.02
0.00
-0.04
0.04
0.00
-0.21
0.04
-3.78
-3.78
0.00
N/A
N/A
-0.02
-29.38
3.33
-0.02
-0.56
F:' Pro;«3'.EPA' E?A_CC4J> 1103' R06-99.167.-*pd
                                                      4-2
                                                                                              Hvc.-cGecLog;c. Ire. 9.7.'99

-------
               Table 4.2
Results of Sensitivity Analyses for Kepone
PRZM-3
Parameter
AXETD
USLEK
USLELS
USLEP
SLP
HL
CINTP
AMXDR
HTMAX
USLEC
MNGN
DAIR
HENRYK
ENPY
PCDEPL
RATEAP
DWRATE
DSRATE
KD
COVMAX
CN
Site #4: Corn
Cayuga County, XV'
concentration in mg/kg,
t = 50yrs
501
20.60
21.68
21.68
21.68
20.69
20.76
20.65
20.65
20.60
21.68
20.44
20.73
20.73
20.60
N/A
N/A
N/A
N/A
21.17
20.61
23.44
1001
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
20.60
1501
20.55
19.86
19.86
N/A
20.54
20.43
20.56
20.55
20.60
19.86
20.71
20.47
20.47
20.60
N/A
N/A
N/A
N/A
19.82
20.59
19.42
Site #9: Cotton
Maricopa County, AZ
concentration in
mg/kg, t = 50yrs
501
7.114
6.798
6.796
6.79S
6.763
6.757
6.792
4.939
6. '57
6.798
6.~45
6.836
6.836
6.757
13.53
6.757
N/A
N/A
3.446
6.751
6.105
1001;
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
6.757
1501
4.119
6.721
6.719
N/A
6.753
6.752
6.751
5.168
6.757
6.721
6.764
6.682
6.682
6.757
4.103
6.757
N/A
N/A
10.120
6.752
S.311
Site -22: Soybeans
Tunica County, MS
concentration in
mg kg, t = 50yrs
501
20.50
21.33
21.28
21.33
20.60
20.65
20.59
20.56
20.55
21.33
20.43
20.72
20.72
20.55
N/A
N/A
N/A
N/A
18.05
20.56
19.63
1001 I 1501
20.55
20.55
20.55
20.55
20.55
20.55
20.55
20.55
20.55
20.55
20.55
20.55
20.55
20.55
20.55
20.55
20.55
20.55
20.49
19.97
20.03
N/A
20.50
20.50
20.51
20.54
20.55
19.97
20.63
20.39
20.39
20.55
N/A
N/A
N/A
N/A
20.55 | 19.99
20.55
20.55
20.55
19.81
Site ?28: Wheat
Daniels County, MT
concentration in
mg kg. t = 50yrs
501
21.03
20.90
20.91
20.91
20.72
20.71
1001 j 1501
20.69
20.69
20.69
20.69
20.69
20.69
20.63 20.69
20.84 j 20.69
20.69 20.69
20.91
20.65
21.31
21.31
20.69
N/A
N/A
N/A
N/A
13.22
20.67
20.51
20.69
20.69
20.69
20.69
20.69
20.69
20.69
20.69
20.69
20.69
20.69
20.69
20.17
20.50
20.51
N/A
20.63
20.68
20.75
20.49
20.69
20.51
20.72
20.15
20.15
20.69
N/A
N A
N A
N/A
22.47
20.70
20.59
1 deviation from base simulation
Parameter
ANETD
USLEK
USLELS
USLEP
SLP
HL
CINTP
AMXDR
HTMAX
USLEC
MNGN
DAIR
1 HENRYK
IENPY
PCDEPL
RATEAP
DWRATE
DSRATE
KD
COVMAX
ICN
501
0.00
5.24
5.24
5.24
0.44
0.78
0.24
0.24
0.00
5.24
-0.78
1001
-
-
-
-
-
-
-
-
-
-
-
0.63 f -
0.63
0.00
N/A
N/A
N/A
N/A
2.77
0.05
13.79
-
-
-
-
-
1501
-0.24
-3.59
-3.59
N/A
-0.29
-0.83
-0.19
-0.24
0.00
-3.59
0.53
-0.63
-0.63
0.00
N/A
N/A
N/A
- | N/A
-
-
-
-3.79
-0.05
-5.73
501
5.28
0.61-
0.58
0.61
0.09
0.00
0.52
-26.91
0.00
0.61
-0.18
1.17
1.17
0.00
100.24
100%
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0.00
N 'A
N/A
-49.00
-0.09
-9.65
-
-
-
-
-
1501
-39.04
-0.53
-0.56
N/A
-0.06
-0.07
-0.09
-23.52
0.00
-0.53
0.10
-1.11
-1.11
0.00
-39.28
O.CO
N/A
N/A
49.77
-o.o-
501
-0.24
3.30
3.55
3.80
0.24
0.49
0.19
0.05
0.00
3.80
-0.53
0.83
0.33
O.CO
N/A
N/A
N/A
NA
-12. r
0.05
23.00 | -4.43
1001
-
-


-
-
-
-

-
-
-
-
-
-

-
-
-
-

1501
-0.29
-2.32
-2.53
N/A
-0.24
-0.24
-0.19
501
1.64
1.01
1.06
1.06
0.14
0.10
-0.29
-0.05 ! 0."2
0.00
0.00
-2.32 1.06
0.39
-0.19
-0.~S 3.00
-0."S 3.00
1001
-
-
-
-
-
-
-
-
1501
-2.51
-0.92
-0.37
N/A
-0.05
-0.05
0.29
-0.9-7
0.00
-
-0.37
0.14
-2.6:
- ! -2.61
0.00 0.00 j
N/A
N/A
N'A N/A
O.GO
- ! N/A
N/A
N/A N/A
N/A NA
T ""•}
-36.10
0.00 -0.10
-3.60
-0.37
N/A
N/A
3.6C
0.05
-0.43
                  4-3

-------
ts
OK)'
rt
 H

 91

 •t
 n
 5
 n
 3

 2
 >—
 o'
 ft
 M
 D,
 •1
 rt

 4-
       16.00
        0.00
             0
Site 9: Dieldrin - Sensitivity at T = 50 Years

          Parameter: HENRYK
                                                   50% decrease

                                                   base case

                                                   50% increase
        6     8     10     12    14


          Soil Compartment Number

-------


I
.'„
       B
      t
       5
       r
o1

p
       d
             50.00
                  0
                              Site 4: Dieldrin - Sensitivity at T = 50 Years

                                        Parameter: DSRATE
                                                  50% decrease

                                                  base case
                                                A 50% increase
                                       •HI—ft—ft—-ft—ft—ft-HI—ft—ft—-ft---ft—ft

                               6     8     10    12     14    16    18     20

                                 Soil Compartment Number

-------

,
i
i
      sr
       n
       e
       I
       a
       sr
       H
       n
       s
       C/J

       S'
       i ;
             45.00
             40.00
                             Site 22: Kepone - Sensitivity at T = 50 Years

                                          Parameter: KD
                                                                  50% decrease
                                                                A  50% increase
o.oo
                       6      8     10     12    14

                          Soil Compartment Number

-------
;,
 i

  i
4-

~4~



X
n

2]


I


•3
        M
        BS'



        i

        i

        S1

        n
        •X
       n
       e

       n
       n
        e
        D

        5

        d

•a
c
D
R

Ht
       00
               60.00
               50.00
     o> 40.00


     TJ>




     o  30.00
     o


     c  20.00
     o
     O
               10.00
                0.00
                     0
                            Site 28: Kepone - Sensitivity at T = 50 Years


                                           Parameter: CN
                                                                         decrease


                                                                         base case
                                     6      8      10      12     14


                                       Soil Compartment Number
                                                                          16
18
20
       F:\PlOjeUs\KPA\KI'A 004 2UU3\KOO-99.l<>7,wpd
                                                     4-8
                                                                 HydroGeoLogic, Inc 9/2/99

-------
 5.0   DEVELOPMENT OF PREDICTIVE METHODOLOGY

 5.1    INITIAL STATISTICAL ANALYSIS OF PRZM-3 DATA

 Output from the PRZM-3 model runs were assembled into a spreadsheet file. Simulation results
 for all of the POPs that exhibited steady state tendencies (DDD,  DDT, dieldrin, kepone,
 methoxychlor,  and toxaphene)  were grouped into  pages in  the  spreadsheet,  one for each
 compound.  Each spreadsheet page included data which described the input parameters and the
 results of a particular model run. The data included the following (PRZM-3 input parameters are
 shown in bold):
             Kd,
             Kfc,
             Da,
             percent organic carbon in the soil,
             average annual loss due to decay,
             average annual loss due to erosion,
             average annual loss due to runoff,
             average annual loss due to volatilization,
             average annual remaining core storage,
             average annual precipitation,
             average annual evaporation,
             average annual throughfall,
             average annual snowfall,
             average annual snow melt,
             average annual runoff,
             average annual infiltration,
             average annual sediment loss,
             average annual evapotranspiration,
             average annual recharge,
             C,s, and
             T«.

All of the parameters identified in the sensitivity analysis described in Section 4 were included
with the exception of curve number CN. The CN is used to compute the amount of runoff (and
hence infiltration) associated with a given increment of rainfall.  It is known to vary seasonally,
and 3 separate values for CN are required in the PRZM-3 input file. The effect of variation in CN
was  considered  by including average annual  values for precipitation,  infiltration,  runoff,
evapotranspiration, and recharge. Separate consideration of each of these hydrologic water budget
parameters allowed a more rigorous investigation of the effect of these parameters  on computed
values for Css and Tss.  The average annual values were computed from data parsed from the
PRZM-3 output files.
                                                                             g:c. I.-c. 9/L99

-------
  A statistical analysis was performed, the objective of which was to determine a set of functions
  that would fit the existing model runs reasonably well.  Two  functions were desired:  one to
  predict Css, and one to predict Tss.  This approach required balancing the two opposing goals of
  equation fit and equation simplicity.  If allowed to use all the input parameters, an equation could
  be constructed which would match the model output very closely. This equation would be too
  complex and cumbersome to be practical, however.  A simpler equation was therefore desirable.

  The following discussion describes the search for an equation to fit Css data. The same approach
  was used in the search for an equation to fit Tss data.

  The analysis involved attempting to construct a function with the highest correlation coefficient
  (R2) using the least number  of terms and variables.  The desired function would calculate Css in
  terms of one or more independent input variables. Some of the prospective input variables were
  rejected  as possible candidates  due to the difficulty in determining  them without extensive
  modeling efforts. These included total evapotranspiration, and all of the average annual the loss
  terms. The list of potential  predictor variables was then narrowed to these:
              percent organic carbon in the soil,
              average annual precipitation,
              average annual evaporation,
              average annual runoff,
              average annual infiltration, and
              total recharge.

 Some of the variables on the above list were considered more likely candidates than others based
 on the results of the model sensitivity analysis.

 The first steps taken in the search involved looking for a suitable function of a single variable
 using Microsoft Excel.  In Excel, separate x-y plots were generated using each of the candidate
 variables as the independent variable with Css  as the dependent variable.  For each of the x-y
 relationships plotted, an R2 value was computed for each of the following best fit curves:  linear,
 logarithmic, polynomial (up to degree 6), power, and exponential. None were found to be useful.
 The highest reported R2 value in this series  was less than 0.5.  Smaller data sets- one for each
 compound - were generated and, where appropriate, analyzed using the same methodology.  (For
 instance, this  would not be appropriate for Kj, since Kj is constant for a given compound.)  A
 slightly higher R2  value (0.7) was found in  isolated cases, but in general this  approach did not
 provide acceptable results.

 In pursuit of a possible single-variable function, more analysis was performed using another piece
 of software.  NCSS 2000,  from Number Cruncher Statistical Systems, is a  robust, elaborate
statistical analysis package with a large number of available fit models.  The existing spreadsheet
data were imported into NCSS and all of the single-variable fit  models were attempted.  As in

F:,Prcj.:csEPA>EPA_(X4_:;iO;',R;X-99.157.wpd                   J~~                             Hyi-cGeoLos*:. !-c. 9'2/99

-------
 Excel, none of these models had an acceptable R2 value. At this point, the search for a single-
 variable function was abandoned.

 Next, the NCSS software was employed in the search for a suitable multi-variable function. The
 number of possible/o/ras of a multi-variable function is more limited, but the number of possible
 functions is staggering.  Fortunately, NCSS provides a method for evaluating possible functions
 without having to construct each  and every one.   Using a process called "multivariate ratio
 search, " NCSS will evaluate whole classes of possible functions in sequence, and report the results
 ranked by R2 value.  The basic approach is to construct a rational function (one in which there is
 a polynomial function in the numerator and another in the denominator) based on certain types of
 combinations of the independent variables.  The user can specify the types of combinations to be
 considered, but in this case no limitations were placed on the search.  In addition to the basic
 independent variables,  this process can also  utilize some transformations of the independent
 variables in the search.  The allowable transformations are:
                     x' = -
                         X
                     x' = ln(x)
                     x' = V*
                     .x' = x2

In most cases, all of these transformations were tested. A special situation occurred, though, when
Kj  was used as  one  of  the independent variables.   Since kepone has a  K, of 0,  some
transformations (e.g., ln(x)) would result in an overflow or underflow condition.  Two approaches
to this problem were  taken.  In one case,  K^ was allowed to go  to 0 and error-producing
transformations were not considered.  In the other, K, was allowed to go only to IxlO"15, and all
transformations were considered.

Using the multivariate ratio search capabilities  of NCSS, all possible combinations of two and
three of the independent variables were explored.  (Combinations of four variables  were also
considered briefly, but most of these tests produced functions with more than 50 terms. This was
deemed too many terms for a useful application.) For each combination,  all possible allowable
functions were evaluated using all the available transformations.  The best R2 value for each
combination  was noted, along with  the  number of variables involved in the equation, the
transformations applied, and the form of the equation itself. These were then ranked by R2, and
the top  echelon in each category (two- and  three-variable functions) were chosen  for closer
inspection.

Closer inspection of each function consisted of generating several plots and exploring the overall
behavior of the function. In each case, plots were generated showing the concentration predicted
by PRZM-3 for each compound, with values predicted by the function overlaid for comparison.
F:\Pro,«ec-j,E?A'.EPA OOi_:i;C3'RC6-99.167.u.pd                   -'"•'                              Hyd-cCecLogic. Ix. 9 -'99

-------
  These plots gave an indication of how well each function predicted the model output for specific
  compounds. Additional plots were generated for some of the two-variable cases. These were x-y
  plots which showed a curve generated by fixing one of the two variables  and allowing the other
  to vary over the range found in the data set.  The specific model output data points were graphed
  against these curves, providing further evidence of how well each function might predict the
  behavior of similar compounds.

  Two  tools were employed in exploring the overall behavior of each  function.  First,  simple
  mathematical tests were applied to determine discontinuities, local maxima and minima, and other
  behavior patterns. Second, a small visualization program was written which graphed each function
  over the range of independent variables.

  The three-variable functions generally had very high R2 values (>0.96)  when compared to the
  model data points, but had an exorbitant number of terms. Table 5.1 shows the best of the three
  variable predictive functions which were considered.

                                        Table 5.1
              Summary of Candidate Three-Variable Functions to Predict C^
Variables
1
Kh
Da:r
Kh
Organic Carbon
Kh
Da,
Organic Carbon
Organic Carbon
Kh
Da,
Orsanic Carbon
2
K,
K,
K,
Kh
K,
K,
Kh
K,
K,
K,
K^
3
Infiltration
Infiltration
Precipitation
Infiltration
Runoff
Precipitation
Precipitation
Runoff
Recharge
Recharge
Infiltration

R2
0.975
0.969
0.696
0.968
0.963
0.960
0.959
0.959
0.958
0.953
0.951
number of terms
26
26
26
26
26
26
26
26
26
26
18
Ultimately  all the  three-variable  functions  were  rejected  due to  behavior  problems or
computational complexities.

The highest R2 values for  the two-variable functions were all around  0.9.  The two-variable
functions were generally more well-behaved than the three-variable ones, and there were several
from which to choose in the top echelon. Table 5.2 shows the best of the two variable predictive
functions which were considered.
r:' Project EPA '-E?AJX>i_:i !03 J-.06-99.167.wpJ
                                          5-4
                                                                          HydroGcoLogic. Inc. 91.99

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                                       Table 5.2
              Summary of Candidate Two-Variable Functions to Predict C&
Variables
1
K,
Kh
Organic Carbon
Organic Carbon
Organic Carbon
Dair
K*
Organic Carbon
2
K-
K,
Kd
Kh
K«
Kd
Koc
Da,

R2
0.901
0.900
0.898
0.893
0.893
0.893
0.888
0.852
number of terms
6
8
10
8
10
8
16
8
After considering the model sensitivity analysis, the function utilizing K^ and K^ was chosen as the
primary candidate  (this function was developed with the option of allowing Ks to go to 0; this
option was adopted for all subsequent analyses). Further analysis of this function showed that it
did a good job of fitting the data already produced by the model, but had problems elsewhere.
The range of values for K, for the existing compounds was wide but highly concentrated (see Table
3.2).  This caused the function to fit well on opposite ends of the range, but allowed wide latitude
in between.  To overcome this problem, additional  PRZM-3 simulations were designed and
conducted using existing site and meteorological data, but with compound characteristics made up
to fill the data gaps.  These simulations are described  hi the next section.

5.2    ADDITIONAL PRZM-3 SIMULATIONS

PRZM-3 simulations were conducted using  "made  up" compound  characteristics that were
designed primarily to include solid phase decay rate values (K,) that fell within the range between
the value for methoxychlor (K,  = 1.89E-03/day) and toxaphene (K, = 1.92E-04/day). A total of
5 different K^ values were used for these new compounds, which were designated A through E.
The K, values for these POPs are shown in Table 5.3.
F:'.Pro;scts\EP.VEPA_(XXi_:iIC3'R06-99.I67.»-?d
                                                                          Hvd-oGeoLosic. I.-x. 97.99

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                                       Table 5.3
                                  Values for "New" POPs
POP
A
B
C
D
E
K^day1
4.70E-04
8.20E-04
1.12E-03
1.36E-03
1.61E-03
A total of forty additional PRZM-3 simulations were conducted using the K, data shown in Table
5.3;  eight simulations were conducted  for each of these values for  solid phase decay rate.
Simulations were conducted by using the PRZM-3 input data files from the base simulations, and
modifying them to reflect a range of IQ and JQ values required to fill in the  data gaps described
in Section 5.1.  For each K, value shown in Table 5.3, a series of K^  values were assumed to
reflect the effect of variation in the percent of organic carbon.  Simulations were conducted using
"default" input data files for both dieldrin and toxaphene, and using sites 5 and 27. Table 5.4
summarizes the distinguishing characteristics for the additional PRZM-3 simulations, and presents
simulation results.

                                      Table 5.4
  Summary of Additional PRZM-3 Simulations  Conducted to Support Development of
                             Screening Level Methodology
Sim #
1
2
3
4
5
6
7
8
9
10
11
12
Site
5
5
5
5
5
5
5
5
5
5
5
5
Crop
Com
Corn
Corn
Corn
Corn
Corn
Com
Com
Corn
Com
Com
Corn
Default Input File
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Toxaphene
POP
A
A
A
A
B
B
B
B
C
C
C
C
Ka
7920
22090
32410
51180
9890
16100
31000
45610
2910
11110
45610
71280
C^, mg/kg
2.120
2.148
2.154
2.158
1.289
1.289
1.294
1.296
0.939
0.961
0.967
0.968
T«, yrs
25.67
25.67
25.67
25.67
17.75
17.75
17.75
17.75
15.33
15.92
15.33
14.58
                                         5-6

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                             Table 5.4 (continued)
Summary of Additional PRZM-3 Simulations Conducted to Support Development of
                         Screening Level Methodology
Sim#
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Site
5
5
5
5
5
5
5
5
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
Crop
Com
Corn
Corn
Corn
Com
Com
Com
Corn
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Wheat
Default Input File
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Toxaphene
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
Dieldrin
POP
D
D
D
D
E
E
E
E
A
A
A
A
B
B
B
B
C
C
C
C
D
D
D
D
E
E
E
E
K,
4210
21200
31000
49060
710
10020
14810
26300
7920
22090
32410
51180
9890
16100
31000
45610
2910
11110
45610
71280
4210
21200
31000
49060
710
10020
14810
26300
Css, mg/kg
0.791
0.803
0.804
0.805
0.632
0.681
0.682
0.684
2.44
2.54
2.56
2.58
1.50
1.52
1.54
1.54
1.06
1.13
1.15
1.16
0.91
0.95
0.95
0.96
0.66
0.80
0.80
0.81
TB,yrs
13.67
13.67
13.67
13.67
12.17
12.17
12.17
12.17
26.42
26.42
24.83
24.83
18.42
18.42
18.42
18.42
17.58
17.58
17.58
17.58
17.58
17.58
17.58
17.58
15.75
16.17
16.17
16.25
                                     5-7
                                                                  HvdrcGecLotic. !-.c. 9.1'99

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 5.3    FINAL STATISTICAL ANALYSIS OF PRZM-3 DATA

 The new model runs described in Section 5.2 were incorporated into the existing data set and a
 new function of K, and Kj was generated. The revised function is shown in Equation 5.1, with
 coefficients rounded to two decimal places.
                          -9.39+581.45,/F + 2.44,/F -  61.99,/FF
                   (^   - 	V 5	V »	V  s "                 -.- jx
                    •^    1+8.31,/F - 2.76xlO"2,/F - 20.66,/FF
                                 y .s            y ^         y s d


 Equation 5.1 produced an overall R2 value of 0.906 for the PRZM-3 simulations considered.

 Using the same approach, an equation which estimates Tss was also  developed. The Tss equation
 is also a function of K,  and Kj only.  The best fit time prediction equation is presented in Equation
 5.2.
              Tss  --477.04+43638.61 ^F - 763761.24^ +
                   - 14257.37yFln(/tp + 239032.10^1n(A'^)                        (5.2)
                   -11.161n(F)2 + 896.57,/Fln(A-)2  -  14847.59 A-In (F)2
                           ^ dj           y  3   ^ d'             s  ^ d'

 Equation 5.2 produced an overall R2 value of 0.811 for the PRZM-3 simulations considered.
 Equations 5.1 and 5.2 are interesting in that both are functions of K^ and K^ only. In other words,
 the only site specific information that is required to apply these equations is the percent organic
 carbon in the top 15 cm of the soil (since %OC is used in the determination of K
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      1.E+06
      1.E+05
      1.E+04
      1.E+03
 Kd  1.E+02
      1.E+01
      1.E+00
       1.E-01
       1.E-02
             1.E-10    1.E-08   1.E-06   1.E-04   1.E-02   1.E+00
                                          Ks

                Figure 5.1   Behavior of Numerator Function in Equation 5.1.
Figure 5.2 shows the behavior of the function in the denominator in Equation 5.1. This figure
shows the regions where the denominator function will predict positive, zero, and negative values.
1.E+07
1.1
1.1
1.1
1.1
1.1
1.E+01
 Kd
                                                    — Denominator = 0
             1.E-10   1.E-08   1.E-06   1.E-04    1.E-02   1.E+00
                                          Ks
               Figure 5.2   Behavior of Denominator Function in Equation 5.2.
F:\ Pro; :c s\ E? A' EPA_OW_211031RC6-99.! 67. -*-pd
                                  5-9
                                                           Hyi-cGceLog:c, I-c.

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 Figure 5.3 shows the region where Equation 5.1 is applicable   This figure was generated by
 overlaying Figures 5.1 and 5.2, and investigating the behavior of the predictive equation for Css at
 each point.  The figure also includes 4 discrete points labeled A, B, C, and D; these points will be
 discussed in Section 5.5.
                                                                     '»  Mum erstor = 0

                                                                    — —Denominator = 0
       1.E-01 -
       1.E-02 -
1.E-10
1.E-08
1.E-06
                                                      1.E-04
1 .E-02
1.E+00
              Figure 5.3    Region of Applicability of Predictive Methodology.
 Figures 5.4 through 5.8 demonstrate how well the predictive equation for Css matches the simulation
 results from PRZM-3 for specific compounds. Figure 5.4 shows the computed (based on PRZM-3
 simulations) vs. predicted (based on Equation 5.1) values for Css for a range of different POPs. The
 x axis on Figure 5.4 is simply an arithmetic scale utilized to allow plotting of Css data from individual
 (i.e. site specific) PRZM-3  simulations.
F:\Pngeds\EPAVEFA_004_21103VR06-99.167.wpd
                                           5-10
                                     HydroGeoLogic* Inc 9/2/99

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    120.00
    100.00
     80.00
  =  60.00
  :
  ;
     40.00
     20 00
      0 00
                                                                     o Model
                                                                     $ Equation
                                                                   New" POPs    Methoxychlor
           Figure 5.4   Computed vs. Predicted Values of C^ for Selected POPs.

Figures 5.5 through 5.8 show the computed vs predicted values for Css for kepone, toxaphene, POP
A, and methoxychlor, respectively. These figures each contain discrete points from the site specific
PRZM-3 simulations and a curve generated by applying the respective K^ values for each compound
to Equation 5.1.
F:\Projaas\EPA\EPA_004_21103\R06-99.167 wpd
                                            5-11
                                                                              HydroGeoLogrc, Inc. 9/T/99

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  O)
  c
  O
      125
      100
       75
  t5    50
 g    25
 c
 O
O     0
           0
                                                                         Equation

                                                                         Model
                      100
200
300
400
500
                                              K
        Figure 5.5   Computed vs. Predicted Values of Css for Kepone; Ks = 0/day.
      0
        0
                                                                                750
   Figure 5.6   Computed vs. Predicted Values of C^ for Toxaphene; Ks = 1.92E-04/day.
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                                         5-12
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O) q
E
_- ? -J
c *•
.0
s
(0
i: 1
c
0)
u
S n


•










•

- Equation
• Model






.









.


J
       0      10000      20000      30000      40000      50000      60000


                                          Kd
     Figure 5.7  Computed vs. Predicted Values of Css for POP A; Ks = 4.70E-04/day.
     2.0
  O)


 I)  1.5
  c  0.5
  o
  U
     0.0
          :
1000
2000
3000
   Figure 5.8 Computed vs. Predicted Values of C« for Methoxychlor; K, = 1.89E-03/day.
F:\ProJ8c6\EPA\EPA_004_2II03\R06-99.I67.wpd
         5-13
                                                                     Hy*oGeoLoglc, Inc. 9/TJ99

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  Since Equation 5.1 was developed by applying statistical methods to empirical data, one would be
  ill-advised to apply it beyond the bounds of the data used to construct the equation.  In this regard,
  the KJ values do not appear to be a limiting factor. However, the bounds of K, do provide some
  guidance. In the current study, K, varied from 0 to 1.89xlO~3 for the POPs exhibiting steady state
  behavior. The function should therefore not be applied when values of K, are greater than about
  1.9xlO~3. Additionally, care should be taken when applying the methodology to very small values of
  K,. In particular, small values of K, (lower than approximately 1x10"6) should only be combined with
  small values of Kd as shown in Figure 5.3.  (Compounds with low values of Ks and high values of Kd,
  such as chlordane and  DDE, did  not reach steady state conditions in the PRZM-3 simulations
  described in this report)

  5.5    APPLICABILITY OF THE PREDICTIVE METHODOLOGY FOR Tss

 The equation to predict Tss (Equation 5.2) is a simple polynomial (and not a rational function), it has
 no discontinuity. It is therefore possible to apply this equation to any set of parameters for which the
 concentration equation can be applied. The only limitation to the time equation is that Kd can never
 be 0, since ln(0) is not  defined. Since this condition is not likely to be satisfied, particularly for
 agriculturally managed soils, this limitation is not judged to be significant.

 Figures 5.9 through 513 demonstrate the applicability of Equation 5.2, and are a repeat of Figures
 5.4 through 5.8 for Tss instead of C,,.
   350.00



   300.00



   250.00



u>  200.00

af
E
     150.00
     100j
       0.00
                   jo   o
          Figure 5.9    Computed vs. Predicted Values of TM for Selected POPs.
FAProj«clsVEPA\EPAJ
                                          5-14
                                                                            HydroGeoLogK, Inc. 9/2/99

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  [0
 0
       300
       200
       100
          :
                                                                                500
        Figure 5.10   Computed vs. Predicted Values of T^ for Kepone; K, = 0/day.
                     150
300
450
600
750
                                             K
  Figure 5.11   Computed vs. Predicted Values of T,, for Toxaphene: K, = 1.92E-04/day.
F:\Proje05\EPA\EPA_004_21103VR06-99.167. wpd
     5-15
                                                                        HydroGeoLogic, Inc 9/2/99

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  e
  >
  &
        50
        40
30
        20
        10
         C
                                                           Equation

                                                           Model
           0      10000      20000     30000     40000     50000     60000


                                            Kd





     Figure 5.12  Computed vs. Predicted Values of Tss for POP A; K, = 4.70E-04/day.
        25
        20
         15
        10
                               1000
                                             2000
3000
                                            K,
  Figure 5.13   Computed vs. Predicted Values of TM for Methoxychlor; K, = 1.89E-03/day.
F:\Projeds\EP A\EPA_004_Zll03
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 Figures 5.9 through 5.13 show that Equation 5.2 can be used with reasonable confidence to predict
 Tss.  While the R2 value for this equation is not as high as the R2 value for the equation to predict
 Css, it is judged to be within acceptable tolerance for its intended application.  Our approach was
 based on the assumption that the critical feature of the predictive methodology described herein
 was to provide  the ability  to estimate Css.  Section 5.5 describes the analyses conducted to
 investigate the uncertainty associated with the Css predictive methodology.

 5.6    UNCERTAINTY ANALYSIS

 In order to quantify the uncertainty in the predictive analysis and provide confidence levels for the
 results, the  concentration equation (Equation 5.1) was encoded in an Excel spreadsheet and the
 software package @Risk was applied. @Risk is a spreadsheet add-in that performs Monte Carlo
 or Latin Hypercube uncertainty analysis, and provides summary statistics and graphs of the result.
 Four representative points were chosen from different regions of the domain in which the Equation
 5.1 is applicable (see Figure 5.3). The K^ and Kd values from these points were entered into a
 spreadsheet that was linked to @Risk.  Input variables in @Risk can be defined by specifying an
 underlying distribution and some descriptive  information about the distribution.

 Previous research (Baes and Sharp, 1983) in the development of a model to predict leaching
 constants for solutes in agricultural soils was conducted assuming a lognormal distribution for K-!/                             HyiroGecLog-c. Inc. 9.T99

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  as described herein. The model could easily be modified to provide this capability, but the effort
  required to do so was beyond the scope of the current study.)  Additional research is required
  before CV estimates for K^ and Kj can be refined further. However, a CV of 100% was judged
  to be suitable for the purposes of assessing the uncertainty associated with usage of the predictive
  methodology described in this report.  Since the coefficient of variation is equal to the standard
  deviation divided by the mean, a value of standard deviation was easily calculated for each of the
  four test points.  (The standard deviation in each case was set to the same value as the mean.)

  The Monte Carlo analysis spreadsheet consisted of four pairs of test values of Kj and K
-------
 .n
 C3
 .Q
 O
                           20
                                    40              60
                                    Css, mg/kg
     80
100
             Figure 5.14   Cumulative Distribution Function for C^ at Point A.
.a
 re
.a
 O
   1
0.9
0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.1
         0  ^
                              100
                                            200
                                     Css, mg/kg
300
400
      Figure 5.15   Cumulative Distribution Function for
                                                                        at Point B.
F:\Projtc3\EP A\EPA_OW_:!103\RC6-99.157. wpd
                                              5-19
                                                                                 Hyi-cGeoLog:c. I". 91'9

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 .a
 f3
 o

 CL
                                                                                      20
                                         Css, mg/kg
            Figure 5.16
Cumulative Distribution Function for CL at Point C.
_>,


!5


o
^
Q.
                                                                                       12
                                         Css, mg/kg
            Figure 5.17   Cumulative Distribution Function for C^ at Point D.
  jera' £PA'HPA_OC-4_21103'.RC<>99.1
                                          5-20

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Figures 5.14 through 5.17 indicate that the uncertainty associated with application of Equation 5.1
can be  quite large.  For instance, at point A in Figure 5.3 (where Kj =  l.OOE-06/day and Kj =
100, Equation 5.1 predicts a value for Css of 15.9 mg/kg. The cumulative distribution function
shown  in Figure 5.14 indicates that the expected value of Css would be less than or equal to about
35 mg/kg with 95%  confidence.  Similar results are evident at the other 3 points investigated.  The
wide range in predicted values for Css is associated with the relatively large coefficient of variation
adopted for this analysis.
F:\Pro:ecs\EPA'.EPA «W :il03'.R06-99.167.»7
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6.0   SUMMARY AND CONCLUSIONS

The predictive methodology described in Section 5 can be used to quickly determine whether a
particular chemical compound is likely to be persistent, that is, to degrade so slowly that repeated
applications of that compound will cause increasing concentrations in the upper soil layer.  All that
is needed is knowledge of the solid phase decay rate, K,, and the  soil partition coefficient IQ at
the site for which the analysis is required.

The methodology was developed assuming annual unit applications of 1  kg/ha.  However, the
methodology can be applied for other constant annual application rates. The Css value predicted
by Equation 5.1 should then be multiplied by the  ratio of (actual application rate/unit rate).
Figures 6.1  through 6.3 show the effect of doubling and tripling the unit application rate at Site
1 for chlordane, dieldrin, and kepone, respectively.  In each case, application of two and three
times the unit rate produces concentrations two  and three times as high as those for the unit rate,
respectively. (Even though chlordane is not one of the steady state compounds, the concentration
curves are included here to lend credence to the assumption of linearity.)
   --
   ~

   3
   H
   I
   I
   0
   -
   •:
                    3X unit application

                    2X unit application
                    unit application
                 10      20     30     40      50      60

                                       Number of Years
90
100
      Figure 6.1    Effect  of  Various  Application  Rates  on  Predicted Concentrations;
                    Chlordane.
F:\Proiects\EPA\EPA.004_21103\R06-991S7wpd
                                          6-1
                                                                          HydroGeoLogK. toe 131/99

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       18




       16




    oi 14
    JC

    o

    E  12
    2
    M

    2
    M
    B
    •
    •J

    0
    •J


    5

    2
10
       — 3X unit application


       — 2X unit application


      	unit application
                          ^,j^N^]WW^^^^
mm
          0      10     20      30     40     50     60      70      80     90     100


                                      Number of Years



  Figure 6.2    Effect of Various Application Rates on Predicted Concentrations; Dieldrin.



     90
     80
               	3x unit application

                — 2x unit application

               	with volatilization

               10      20     30     40      50      60     70

                                    Number of Years
                                                                 90
           100
 Figure 6.3   Effect of Various Application Rates on Predicted Concentrations; Kepone.




                                          6-2                            HydroGeoLogic, Inc 8/31/99
F:\Proj«ffl\EPA\EPA_a04__21103\RQ6-99.1S7wp
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The methodology is appropriate for compounds falling within the shaded region of Figure 5.3.
Application of the methodology  outside  that  region  is not recommended, and  may lead to
unreliable estimates of steady state concentration and the time required to reach steady state.

It is difficult to quantify the uncertainty associated with application of the predictive methodology
because too little is known about the descriptive statistics for K; and Kj .  However, the cumulative
distribution functions presented in Section 5.5 can be used  as a guide to understanding the valid
ranges of concentrations possible for a particular chemical  at a  specific site.
F:'.Projrea\EPA'.EPAO&i :i!03.SC«-99.157.»7d                    ^'^                               Hyi-oGeoLogic. Inc. 9Z'99

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7.0   REFERENCES

Baes, C.F. Ht, and R.D.  Sharp.  A Proposal for Estimation of Soil Leaching and Leaching
       Constants for Use in Assessment Models. J. Environ. Qual. Vol. 12, no. 1, 1983.

Carsel, R.F., R.S. Parrish, R.L. Jones,  J.L. Hansen, and R.L. Lamb.   Characterizing  the
       Uncertainty of Pesticide Leaching  in Agricultural  Soils.  Journal of Contain. Hydrol.,
       25:111-124. 1988.

Imhoff, J.C., P.R. Hummel, J.L. Kittle, Jr., and R.F. Carsel. PATRIOT - A Methodology and
       Decision Support System for Evaluating the Leaching Potential of Pesticides.  U.S. EPA,
       Athens, GA, 30605. 1993.

U.S. Environmental Protection Agency, National Exposure Research Laboratory. PRZM-3, A
       Model for Predicting Pesticide and  Nitrogen Fate in the Crop Root and Unsaturated Soil
       Zones: User's Manual for Release 3.0.  Athens, GA.  1998.

U.S. Environmental Protection Agency, Office of Solid Waste. Technical Support Document for
       the HWIR: Risk Assessment for Human and Ecological Receptors.  Washington, D.C.
       August, 1995.
                                                 U.S. EPA Headquarters Library
                                                        Mai: code 320'
                                                 1200 Pennsylvania Avenue NW
                                                    Washington DC  20460
                                         7 1
F:\Prtvec3\EP.V.EPA 0« :i:C3'.R06-99.167.»p!                  '~l                            HydroGccLcsic. Inc. S.1'99

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               APPENDIX A
DOCUMENTATION OF SOURCES OF DATA USED FOR
      CREATION OF PRZM-3 INPUT FILES

-------
RECORDS

       PFAC:

       SFAC:


       ANETD:
pan factor used to estimate daily evapotranspirtation; obtained from Figure
5.1 of the PRZM-3 User's Manual.
snowmelt factor; taken from Table 5-1 of the PRZM-3 User's Manual.
Range for open areas reported to be 0.20 - 0.80 (cm per degree C per day);
constant value of 0.50 used for all sites.
minimum depth from which evaporation is extracted hi the dormant season.
Values obtained from Figure 5.2 of the PRZM-3 User's Manual.
When the simulation start date occurs before the crop emergence date, we assumed an initial crop
(INICRP =1) with a surface condition of "fallow" (ISCOND =  1).
RECORD 6
       ERFLAG:
RECORD?
       USLEK:

       USLELS:

       USLEP:

       AFIELD:

       IREG:

       SLP:

       HL:
erosion flag; set to 2 for all simulations to invoke Modified Universal Soil
Loss Equation.
USLE soil erodability factor; obtained from the SOILS5 database.  The
mode of all of the values for individual samples within a county.
USLE topographic factor  LS; computed in SOILS5  spreadsheet as a
function of hydraulic length and slope.
USLE practice factor P; obtained from the SOILS5 database. The mode of
all of the values for individual samples within a county.
area of the field in hectares; assumed to be the square of the hydraulic
length.
SCS rainfall distribution region; obtained from Figure 5.12 of the PRZM-3
User's Manual.
land slope in percent; obtained from the SOILS5 database. The average of
all of the values for individual samples within a county.
hydraulic length in meters; obtained  from the SOILS5 database.  The
average of all of the values for individual samples within a county.
RECORDS
       All PRZM-3 simulations were performed for a single crop (NDC = 1).
F:',Pro;ec3\EPA'.EPA CCJ ;i;0:-'.R06-99.I67.»p
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  RECORD 9
        CINTP:
        AMXDR:
        COVMAX:
        ICNAH:
        CN:
        HTM AX:
 RECORD 9A
       CROPNO;
       NUSLEC:

 RECORD 9B
       GDUSLEC:
       GMUSLEC:

 RECORD 9C
       USLEC:
 max crop interception storage (cm); values from Table 5-4 of the PRZM-3
 User's Manual. Corn = 0.28, cotton = 0.23, soybeans = 0.23, wheat =
 0.08 (midpoint of respective ranges).
 max crop rooting depth (cm).  Based on Table 5-9 of the PRZM-3 User's
 Manual and conversations with Dr. Paul Denton of the UT Agriculture
 Extension Service, the  following values were  adopted: corn (100 cm);
 cotton (90 cm); soybeans (60 cm); wheat (50 cm). The only value outside
 of the ranges published hi Table 5-9 is wheat (range is 15-30 cm).  Dr.
 Denton felt strongly that this was too low for wheat.
 max areal  crop coverage in percent; assumed to be 95 for all crops.  The
 PRZM-3 User's Manual says this number should be between 80 and 100;
 Dr. Denton told me the number "should approach 100%".
 crop surface condition after harvest,  we assumed all crops were in residue
 condition after harvest (ICNAH = 3).
 SCS curve numbers for fallow, cropping, and residue conditions. Values
 from PATRIOT database.
 max crop canopy height. Table 5-16 of the PRZM-3 User's Manual reports
 a range of 80 - 300 cm for corn; values for our other crops  not reported.
 Based on  conversations with  Dr. Denton, the following  values were
 adopted: corn (210 cm); all others  (90 cm).
 crop number; 1 for all simulations.
 number of USLE cover management factors; 3 for all simulations.
starting days for 3 cover management factors, from PATRIOT
starting months for 3 cover management factors, from PATRIOT
USLE cover management  factors for fallow,  cropping,  and residue
conditions.  This factor reflects the tillage and erosion control practices
most widely utilized for a given site.   We assumed the cropping period
begins with plant emergence and ends  with plant harvesting, that fallow
conditions (corresponding to tilling under the old crop residue to prepare
the ground for planting of the new crop) begin one month prior to crop
emergence, and that residue conditions begin at harvest and end with tilling.
Values of C for cropping conditions were based on the  SOILS5 database
(the mode of all of the values for individual samples within a county), with
most weight given to the 1992 values (1982,  1987,  and  1992 values of C
are included in the database).   Values  of C for fallow conditions varied
from 0.4 to 0.6, and were based on the USDA map "Tillage Practices by
NRCS Region, 1995".  Where the predominant tillage practice in a region
is  conventional,  a C value  of 0.6 for fallow conditions was assigned.
F:',Pro:ccts:EP.-VEPA_OOi_: 1 !C3 R06-99.!67.»-pd
                                         A-2
                                                                        H\
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RECORD 9D
       MNGN:
RECORD 10
                    Where the predominant tillage practice  is NOT  conventional (i.e. the
                    combination of conservation tillage and reduced tillage practice), a C value
                    of 0.4 for fallow conditions was assigned.  If the area was about 50%
                    conventional and 50% other, a value of 0.5 was assigned.   C values for
                    residue conditions were chosen to be about half way between cropping and
                    fallow conditions.
Manning n roughness coefficient.  PRZM-3 User's Manual recommended
default value of 0.17 used for all seasons at all sites.
       One cropping period assumed per year: NCPDS = 1.

RECORD 11

       Crop emergence, maturation, and harvest dates per PATRIOT.

RECORD 13

       A typical simulation is for 100 years, with 1 pesticide application per year; NAPS = 100.
       For most simulations, the number of pesticides (NCHEM) is 1;  for DDT/DDD/DDE
       simulations,  NCHEM =  3.  The (FRMFLG = 1) flag was used to test for ideal soil
       moisture conditions, and bi-phase half lives were not used (DKFLG2 = 0).
RECORD 15

       APD:
       APM:
       LAPYR:
       WINDAY:
       CAM:

       DEPI:
       TAPP:
       APPEFF:
       DRFT:

RECORD 17

       FILTRA:
       UPTKF:
target application day; assumed to be 5 days after crop emergence.
target application month.
target application year.
number of days to check for ideal soil moisture; 10 days at most sites.
chemical application  method, set equal to  1  (soil  applied, default
incorporation depth, linearly decreasing with depth).
depth of pesticide application (cm); set to 4 cm for all simulations.
target application rate; set to 1 kg/ha for all simulations.
application efficiency; set to 1 for all simulations to preserve unit load.
not used.
not used, set to 0.
plant uptake factor, set to 0 to indicate no plant uptake.
F:\Prci«cs'.EPA\EPA OW 21103'R06-99.iS7.wp
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  RECORD 19
        Soil type identified from PATRIOT; most common agricultural soil for the specified crop
        in a given county used.
 RECORD 20

        CORED:
        BDFLAG:
        THFLAG:
        KDFLAG:
        HSWZT:
        MOC:
        IRFLAG:
        ITFLAG:
        IDFLAG:
        BIOFLG:

 RECORD 26
 soil core depth in cm; from PATRIOT.
 bulk density flag; set to 0 to allow input by user.
 field capacity and wilting point flag; set to 0 to allow input by user.
 adsorption coefficient flag; set to 0 to allow input by user.
 drainage flag;  set to 0 to allow free drainage.
 method of characteristics flag; set to 0 (not used).
 irrigation flag, set to 1 if irrigation simulated, 0 otherwise.
 soil temperature simulation flag; set to 0 (not used).
 thermal conductivity and heat capacity flag; set to 0.
 biodegradation flag; set to 0  (not used).
       DAIR:       diffusion coefficient, see Table 3.2 of this report.
       HENRYK:    Henry's law constant, see Table 3.2 of this report.
       ENPY:       enthalpy of vaporization, see Table 3.2 of this report.

 RECORD 27 (for irrigated sites only)
       IRTYP:
       PLEACH:
       PCDEPL:
       RATEAP:

 RECORD 34

       HORIZN:
       THKNS:
       BD:
       THETO:
       AD:
       DISP:
       ADL:
type of irrigation; set to 4 (under canopy sprinkler);
leaching factor as a fraction of irrigation water depth;.set to 0.0.
fraction of water capacity at which irrigation is applied; set to 0.5.
maximum rate at which irrigation is applied; set to 1.3 cm/hr.
horizon number, obtained from PATRIOT.
horizon thickness, obtained from PATRIOT.
bulk density, obtained from PATRIOT.
initial soil water content in the horizon, obtained from PATRIOT.
soil drainage parameter, set to 0.
pesticide hydrodynamic solute dispersion coefficient, set to 0.
lateral soil drainage parameter, not used.
F: Projeca'.EPA'EPA OC-J 2!1
                                        A-4

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RECORD 36

       DWRATE:
       DSRATE:
       DGRATE:

RECORD 37

       DPN:
       THEFC:
       THEWP:
       OC:
       KD:
RECORD 39 (used only for DDT/DDE/DDD parent-daughter simulations)

       DKRW12:   dissolved phase transformation rate for DDT to DDE, set to 4.04E-04.
       DKRW13:   dissolved phase transformation rate for DDT to DDD, set to 4.04E-04.
       DKRW23:   dissolved phase transformation rate for DDE to DDD, set to 0.0.
       DKRS12:    adsorbed phase transformation rate for DDT to DDE, set to 6.56E-05.
       DKRS13:    adsorbed phase transformation rate for DDT to DDD, set to 6.56E-05.
       DKRS23:    adsorbed phase transformation rate for DDE to DDD, set to 0.0.
dissolved phase decay rate, see Table 3.2 of this report.
adsorbed phase decay rate, see Table 3.2 of this report.
vapor phase decay rate, set to 0.0.
thickness of compartments in the horizon, obtained from PATRIOT.
field capacity in the horizon, obtained from PATRIOT.
wilting point in the horizon, obtained from PATRIOT.
percent organic carbon in the horizon, obtained from PATRIOT.
pesticide partition coefficient, computed as Kd = (^OC)*!!^); values of
   from Table 3.2 of this report.
r:'P:c;«-j'EPA\EPA OOi_:i!03'.R06-99.I67.wpd
                                        A-5
                                                                       HydroGeolcgic. Inc. 9199

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