ML100910333

ENG-004, Revision 001, Calculation of Enrico Fermi 1 Derived Concentration Guideline Levels for Soil.

ML100910333
Person / Time
Site:	Fermi
Issue date:	12/16/2009
From:	Dionne B J Bartlett
To:	NRC/FSME
References
ENG-004, Rev 001
Download: ML100910333 (57)

Text

V BARTLETT ENGINEERING CALCULATION Calculation Number: ENG-004 Revision Number: 001 Calculation Title: Calculation of Enrico Fermi 1 Derived Concentration Guideline Levels for SoilDiorme Preparer:

q /ruJc ,. e Reviewer: , , Approva: CorpIate Project Manager Approval:

e oi-Director of Quality Assurance Date /2--o9 Date /2.--Date __-____-___

Date: Bartlett.60 Industrial Park Road Plymouth, MA 02360 Bartlett Engineering Calculation ENG-004 Calculation of DTE EF-1 DCGLs for Soil Revision 01 1. PURPOSE The purpose of this calculation is to develop derived concentration guideline levels (DCGLs) for Detroit Edison's (DTE) Enrico Fermi 1 (EF-1) Fast Breeder Reactor located in Newport, Michigan.This calculation is part of the scope of work defined in the DTE Contract No. 4400001090 associated with DTE Fermi 1 DCGL Development.

Revision 1 is being performed in order to correct the nuclide used in the DCGL RESRAD input file for Nb-94. The Revision 0 input file used Nb-95 instead of Nb-94. This revision used Nb-94 and corrected the Peak of the Mean Dose/DCGL.

Minor typographical errors have also been corrected.

2. APPLICABILITY This calculation addresses only the development of DCGLs for soils at the DTE EF 1 site using the resident farmer scenario and the RESRAD Version 6.4 software.3. REFERENCES 3.1. ANL/EAIS-8, Data Collection Handbook to Support Modeling the Impacts of Radioactive Material in Soil; U.S. Department of Energy -Argonne National Laboratory, April 1993.3.2. NUREG/CR-5512, Volume 3, Residual Radioactive Contamination from Decommissioning:

Parameter Analysis, Draft Report for Comment, U.S. Nuclear Regulatory Commission, October 1999.3.3. ANL/EAD-4, User's Manual for RESRAD Version 6, U.S. Department of Energy -Argone National Laboratory, July, 2001.3.4. NUREG/CR-6697, Development of Probabilistic RESRAD 6.0 and RESRAD-BUILD 3.0 Computer Codes, U.S. Nuclear Regulatory Commission, December 2000.3.5. Detroit Edison Co., Enrico Fermi 2 Final Safety Analysis Report, Hydrology, section 2.4.1.2 Rev 9, April 1999.3.6. Golder Associates, Report on Groundwater Characterization:

Enrico Fermi I License Termination, October 2007.3.7. Health Physics, Regional and Site-specific Absolute Humidity Data for Use in Tritium Dose Calculations, Vol 39, August 1980, p. 319.3.8. Conestoga Rover & Associates E-mail date July 1, 2008

Subject:

Soil Results-CRA BNI 08-C-006 Rev 000.3.9. M. Erickson -DTE LTP Manager, E-mail June 18, 2008, 11:08

Subject:

Protected Area Area.Page 1 of 24 Bartlett Engineering Calculation ENG-004 Calculation of DTE EF- 1 DCGLs for Soil Revision 01 3.10. DTE site meteorological data (10 m) X/Q and D/Q Joint Frequency Distribution Tables 2003 -2007.3.11. www.rssWeather.

Corn/climate/Michigan/Detroit from 1971 -2000.3.12. NUREG-1727, NMSS Decommissioning Standard Review Plan, U.S. Nuclear Regulatory Commission September 2000.3.13. Bartlett Engineering Procedure ENG-AP-02, Verification of Software Operability, June 2008.3.14. NUREG/CR-6692, Probabilistic Modules for the RESRAD 6.0 and RESRAD-BUILD 3.0 Computer Codes, LePoire, D., et al., U.S. Department of Energy-Argonne National Laboratory, November 2000.3.15. NUREG/CR-6676, Probabilistic Dose Analysis Using Parameter Distributions Developed for RESRAD and RESRAD-Build Codes, U.S. Nuclear Regulatory Commission, May 2000.3.16. U. S. Environmental Protection Agency, Limiting Values of Radionuclide Intake and Air Concentration and Dose Conversion Factors for Inhalation, Submersion and Ingestion, EPA/520/1-88-020, September 1968.3.17. Bartlett Engineering Calculation ENG-002, Sensitivity Analysis to Support Enrico Fermi I Derived Concentration Guidelines Levels for Soil, Revision 1, September 5, 2008.3.18. U.S. Environmental Protection Agency, Exposure Factors Handbook, Update to Exposure Factors Handbook, EPA/600/8-89/043

-May 1989, EPA/600/P-95/002F August 1997.4. METHOD OF CALCULATION The operability of the RESRAD Version 6.4 code was verified on each computer used for code executions in accordance with Bartlett Engineering procedure ENG-AP-02, Verification of Software Operability (ref. 3.13). The RESRAD User's manual (ref. 3.3) provided guidance for code operation and execution.

The RESRAD code has undergone extensive review, benchmarking, verification, and validation.

Details on reviews, benchmarking, verification, and validation for the RESRAD code are summarized in Sections 5.1-5.4 of RESRAD User's Manual (ref. 3.3).The RESidual RADioactivity (RESRAD) model and computer code was developed by Scientists and Engineers at Argonne National Laboratory (ANL) as a multifunctional tool to assist in developing radiological criteria for unrestricted release and assessing the dose or risk associated with residual radioactive material.

The RESRAD computer code is a pathway analysis model designed to evaluate the potential radiological dose associated with residual radioactive material for a defined receptor scenario:

in this case resident farmer. Eight environmental pathway models are considered in this software application:

1) direct radiation exposure, 2) inhalation of airborne dust, 3) ingestion of plants, 4) ingestion of meat, 5) ingestion of milk, 6) ingestion of groundwater, and 7).Page 2 of 24 Bartlett Engineering Calculation ENG-004 Calculation of DTE EF- I DCGLs for Soil Revision 01 ingestion of aquatic foods, and 8) inadvertant ingestion of soil contaminates.

All these pathways were applied for the DTE EF-I DCGL computer runs.In the previous Bartlett Engineering Calculation ENG-002 (ref. 3.17), the probabilistic modules in RESRAD Ver. 6.4 (ref. 3.14 and 3.15) were used to perform a sensitivity analysis to identify parameters that have the greatest impact on dose. The results from these RESRAD Ver. 6.4 Uncertainty Analysis output reports were used to determine which stochastic parameters were sensitive based on an absolute value of the PRCC exceeding the sensitivity threshold

(+/-0.25). The RESRAD Ver. 6.4 Interactive Report was then used to identify the 2 5 th or 7 5 th percentile values for the sensitive parameters shown in Table 1 and Attachment I (ref. 3.17).In this calculation ENG-004, the applicable parameters, including the values for the sensitive parameters, for each of the 25 nuclides of concern at DTE EF-Iwere inputed into the RESRAD software.

The probablalistic module of RESRAD software was used to compute the single nuclide DCGLs. The Peak of the Mean Doses, PMDi ,were calculated by RESRAD ver. 6.4. The Peak of the Mean Dose result from each of the Uncertainty Reports was extracted.

To calculate the DCGLs, it was assumed that the DTE EF- 1 decommissioning dose limit, DLTEDE, will be set at 25 mrem/yr which is the NRC's dose criteria established in 10CFR20.1403 (see 5.1.5 below). The single nuclide DCGL, for the nuclides of concern at DTE EF-1 were calculated using the equation below: DCGLi = DL TEDE/PMDi.

5. ASSUMPTIONS AND INPUT 5.1. Assumptions 5.1.1. Soil: Soil is defined as unconsolidated earth material including rubble and debris that may be present. Sandy loam was assumed to be the types of soil in the vadose and saturated zone (ref. 3.6 & 3.8).5.1.2. Radionuclides of Concern. Twenty-five radionuclides were assumed for the Fermi 1 site: Ag-108m, Am241, C-14, Co-60, Cm-242, Cm-243, Cs-134, Cs-137, Eu-152, Eu-154, Eu-155, Fe-55, H-3, Mn-54, Na-22, Nb-94, Ni-59, Ni-63, Pu-238, Pu239, Pu-240, Pu-241, Sb-125, Sr-90, and Tc-99. This list of nuclides of concern was provided by the client for this contract i.e., DTE.5.1.3. Resident Farmer Scenario:The dose model used to perform the sensitivity analyses is based upon the Resident Farmer Scenario defined in NUREG/CR-5512 Volume 3 (Ref. 3.2). The average member of the critical group is the resident farmer that lives on the plant site, grows all or a portion of his / her diet onsite, and drinks water from a groundwater source onsite. The potential pathways used to estimate human radiation exposure resulting from residual radioactivity in the soil for this scenario includes the following:

Page 3 of 24 Bartlett Engineering Calculation ENG-004 Calculation of DTE EF-I DCGLs for Soil Revision 01* Direct exposure to external radiation from soil containing residual radioactivity;

• Internal dose from inhalation of airborne radionuclides;" Internal dose from ingestion of:-Plant foods grown in the soil material containing residual radioactivity;

-Meat and milk from livestock fed with fodder grown in soil containing residual radioactivity and water containing residual radioactivity;

-Drinking water containing residual radioactivity from a well;-Aquatic food from a pond containing residual radioactivity; and-Soil containing residual radioactivity.

5.1.4. Conceptual Model: EF-I Protected Area GeoHydrology:

The conceptual hydrological model for this resident farmer scenario has three geological strata: 1) a contaminated zone, 2) an uncontaminated unsaturated zone, and 3) a saturated zone (ref.3.6). The residual radioactive material was assumed to be contained in the contaminated zone assumed equivalent in size to the EF-I Protected Area (see Figure 1). The contaminated zone was assumed to include only top soil (0 to 15 cm deep): It was assumed that no cover material exists over the contaminated zone.The soil between the topsoil and the groundwater table, namely the unsaturated zone, is initially uncontaminated.

On July 1, 2007, grain size distributions were determined for seven soil samples obtained near the Protected Area fence at the EF-1 site. The results indicated that the soil collected from the unsaturated zone is classified using the USDA method as sandy loam (ref. 3.8).The third zone is the saturated zone. It is assumed that the ground water is initially uncontaminated.

The depth of the groundwater table is variable at EF-1, but the average depth to groundwater as measured in 2005 and 2006 was 6.5 feet or 1.8 meters (see section 6.1.20). The soil in the saturated zone is sandy loam (see section 5.1.1).5.1.5. DTE EF-1 Decommissioning Dose Limit: The DTE Dose Limit for decommissioning can be set at the NRC's 10CFR20.1402 (ref 3.12) dose criteria which states that a site is considered acceptable for unrestricted use if the residual radioactivity that is distinguisable from background radiation results in a dose to an average member of the critical group that does not exceed 25 mrem/yr and.... Therefore, it is assumed that the DTE EF-1 dose limit will be set at 25 mrem/yr or below.5.2. Inputs Attachment I summarizes the parameter name, type, priority, treatment, values/distribution and the reference source that provides the bases for each input parameter used for the DTE EF-1 soil DCGL development.

Table I lists the sensitive parameters that were identified in the sensitivty analysis and the associated sensitive parameter values (ref. 3.17). These sensitive parameters, as well as, the the site specific and other selected values will be used for the soil DCGL input parameters.

Page 4 of 24 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLs for Soil ENG-004 Revision 01 Table 1 Sensitive Parameters:

DTE EF-1 Soil DCGLs Radionuclide Sensitive Parameter Units Value H-3 Depth of roots m 1.225 Saturated Zone Hydraulic Conductivity m/y 370.578 Kd of H-3 in unsaturated zone cm3/g 0.0429964 C-14 Depth of roots m 1.225 Thickness of evasion layer of C-14 m 0.426683 Kd of C-14 in contaminated zone cm 3/g 95.7876 Na-22 External gamma shielding factor Unit-less 0.3982 Kd of Na-22 in contaminated zone cm 3/g 1342.29 Mn-54 External gamma shielding factor Unit-less 0.3982 Kd of Mn-54 in contaminated zone cm 3/g 733.382 Fe-55 Meat transfer factor for Fe pCi/kg per pCi/d 0.0391293 Kd of Fe-55 in contaminated zone cm 3/g 1252.41 Depth of Soil Mixing Layer m 0.149928 Ni-59 Milk transfer factor for Ni pCi/1 per pCi/d 0.0320793 Plant transfer factor for Ni pCi/g plant per pCi/g soil 0.091145 Depth of roots m 1.225 Depth of Soil Mixing Layer m 0.149928 Ni-63 Milk transfer factor for Ni pCi/1 per pCi/d 0.0320793 Plant transfer factor for Ni pCi/g plant per pCi/g soil 0.091145 Depth of roots m 1.225 Depth of Soil Mixing Layer m 0.149928 Co-60 External gamma shielding factor Unit-less 0.3982 Kd of Co-60 in contaminated zone cm 3/g 1289.53 Page 5 of 24 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLs for Soil ENG-004 Revision 01 Table 1 Sensitive Parameters:

DTE EF-1 Soil DCGLs Radionuclide Sensitive Parameter Units Value Sr-90 Plant transfer factor for Sr- pCi/g plant per pCi/g soil 0.589716 Depth of roots m 1.225 Kd of Sr-90 in contaminated cm 3/g 130.78 zone Milk Transfer Factor for Sr pCi/I per pCi/d 0.00281171 Nb-94 External gamma shielding Unit-less 0.3982 factor Kd of Nb-94 in contaminated cm 3/g 3301.51 zone Tc-99 Kd of Tc-99 in contaminated cm 3/g 4.27099 zone Plant transfer factor for Tc pCi/g plant per pCi/g soil 9.15863 Depth of roots m 1.225 Evapotranspiration Unit-less 0.687414 Coefficient Ag-108m External gamma shielding Unit-less 0.3982 factor Kd of Ag-108m in cm 3/g 888.945 contaminated zone Sb-125 External gamma shielding Unit-less 0.3982 factor Kd of Sb-125 in contaminated cm3 /g 3322.31 zone Cs-134 External gamma shielding Unit-less 0.3982 factor Plant transfer factor for Cs pCi/g plant per pCi/g soil 0.078229 Depth of roots m 1.225 Kd of Cs-134 in contaminated zone cm3/g 2131.38 Cs-137 External gamma shielding Unit-less 0.3982 factor Plant transfer factor for Cs pCi/g plant per pCi/g soil 0.078229 Depth of roots m 1.225 Milk transfer factor for Cs pCi/1 per pCi/d 0.0139265 Depth of Soil Mixing Layer m 0.149928 Meat transfer factor for Cs pCi/kg per pCi/d 0.0651616 Page 6 of 24 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLs for Soil ENG-004 Revision 01 Table 1 Sensitive Parameters:

DTE EF-1 Soil DCGLs Radionuclide Sensitive Parameter Units Value Eu-152 External gamma shielding Unit-less 0.3982 factor'Kd of Eu-152 in contaminated zone cm3/g 7211 Eu-154 External gamma shielding Unit-less 0.3982 factor Kd of Eu-154 in contaminated zone cm3/g 7202.14 Eu-155 External gamma shielding Unit-less 0.3982 factor Kd of Eu-155 in contaminated zone cm3/g 7202.14 Pu-238 Plant transfer factor for Pu pCi/g plant per pCi/g soil 0.00182691 Depth of roots m 1.225 Depth of Soil Mixing Layer m 0.149928 Pu-239 Plant transfer factor for Pu pCi/g plant per pCi/g soil 0.00182691 Depth of roots m 1.225 Depth of Soil Mixing Layer m 0.149928 Pu-240 Plant transfer factor for Pu pCi/g plant per pCi/g soil 0.00182691 Depth of roots m 1.225 Depth of Soil Mixing Layer m 0.149928 Pu-241 Plant transfer factor for Am pCi/g plant per pCi/g soil 0.00182691 Depth of roots m 1.225 Depth of Soil Mixing Layer m 0.149928 Kd of Am-241 in contaminated zone cm 3/g 1281.1 Plant transfer factor for Pu pCi/g plant per pCi/g soil 0.00182691 Kd of Pu-241 in contaminated zone cm3/g 1281.1 Am-241 External Gamma Shielding Factor Unit-less 0.3982 Depth of roots m 1.225 Depth of Soil Mixing Layer m 0.149928 Plant transfer factor for Am pCi/g plant per pCi/g soil 0.00182659 Page 7 of 24 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLs for Soil ENG-004 Revision 01 Table 1 Sensitive Parameters:

DTE EF-1 Soil DCGLs Radionuclide Sensitive Parameter Units Value Cm-242 Plant transfer factor for Cm pCi/g plant per pCi/g soil 0.00182659 Depth of roots m 1.225 Depth of soil in mixing layer m 0.149928 Plant transfer factor for Pu pCi/g plant per pCi/g soil 0.00182691 Cm-243 External gamma shielding factor Unit-less 0.3982 Plant transfer factor for Cm pCi/g plant per pCi/g soil 0.00182659 Depth of roots m 1.225 Depth of soil in mixing layer m 0.149928 6. CALCULATIONS AND RESULTS 6.1. Calculations Some parameter values listed in Attachment 1 required calculations.

These calculations are documented below.641.1. Area of the Contaminated Zone Figure 1, Area of the Contaminated Zone (DTE Drawing) was generated with AutoCAD.The area of the contaminated zone was calculated by the AutoCAD software.

The value for the area was documented in an e-mail from Martin C. Erickson, DTE EF-1 Licensee Termination Manager (ref. 3.9), RE: NOL divided.dwg dated June 18, 2008, as 7,855.06 square meters. The area of the contaminated zone is assumed equivalent to the area of the ERI Protected Area (outlined with a bold line in Figure 1).Page 8 of 24 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLs for Soil ENG-004 Revision 01 Figure 1- EF-1 Area of Contaminated Zone 6.1.2. Length of Parallel The Length of Parallel is defined (Ref 3.1) as the maximum horizontal distance measured in the contaminated zone, from its up gradient edge to the down gradient edge, along the direction of the groundwater flow in the underlying aquifer. It was assumed that the area of the contaminated zone could be approximated by a circle with an area of 7,855 m 2.The diameter of the circle is equivalent to the length of parallel and is calculated as follows: Area of a Circle A=7rr 2 Where A is the Area in m2 and r is the radius in meters.r =50 m D = 2 x r =2*50 D= 100m Therefore, the length of parallel is 100 m.Page 9 of 24 Bartlett Engineering Calculation ENG-004 Calculation of DTE EF- I DCGLs for Soil Revision 01 6.1.3. Contaminated Zone Erosion Rate The slope of the contaminated zone was determined from Figure 9 in Ref 3.6 entitled Groundwater Elevation Map February 7, 2006 Detroit Edison Fermi I (reproduced here as Figure 2). The line extending perpendicular from the contour line between MW- EFT-IOS and MW-EF-8S is a run of 313 feet with a decreasing change in elevation from 588.5 feet to 582.5 feet. The slope at the DTE Contaminated Area is 6ft per 313ft, which corresponds to a 1.9% slope. Figure 2 shows the monitoring wells, MW- EFT-lOS and MW-EF-8S, that were used for their ground elevation data.Page 10 of 24 ZC)U-r).C.2 w U~'-I o0 0 0=---- -FIENCE-PROTECTW AREA BOUNDARY C1 SUMP SHNS ~ AU.OW/bW'MONITOR wELL--- --TERMIiNA71ON 8OUNDARY ,0 wA, GROUNDWATER ELEVATION POTEN71OM~1If IC 56I9.6I' OROIINDWATER ELEV~loN OROIND WAlER EVLEWON COMMfUR Notes 1. Drowing to adopted from the tallaoing leistelt Edimon Company drosingr-6MI-56 (Perlmalte, read and general buldin Ia vaut)U76E21-43-1 "Scalod disy~ensko of xodium/go.

buildings.

reactor wal FARB)-P721-1074-1 (Sodium tunnel)-60721-10,10-1 (F~ARB interior)-E2 ( Ent sodium gallery)-P721-1117-1 (Health ph~oiks building and draine)-6P721-1116-1 (Radioactive wool.dischage line)-~6P721-1830-20 (fisionsl products detector building)Cl 0 Cl C.)bfl I 1 I AS %W~l GROUNDWATER ELEVATION MAP DPR DETROIT EDISON o no FERMI I DETROIT, MI 1- .il M a Iwas I UTiI'J-EKMI 1JIM i ..

Bartlett Engineering Calculation Calculation of DTE EF-1 DCGLs for Soil ENG-004 Revision 01 Data from NUREG/CR-6697, Attachment C, Section 3.8, 2nd paragraph of the Discussion Section on pages 3-25 & 3-26, was used to select the appropriate Erosion Rate that corresponds to the DTE EF-1 Site slope of 1.9%.The data in Table 2 below was generated using NUREG/CR-6697's row-crop Erosion Rate of 6.0 x 0-4 for a 2 % slope. As recommended in this section of NUREG/CR-6697, the remaining Erosion Rates were calculated for 5, 10 and 15 percent slopes using the rate increase factors on p. 3-25.Table 2 displays the results of the erosion rate calculations.

Table 2 -Erosion Rate Percent Erosion Rate Slope (m/y)2 6.OE-4 5 1.8E-3 10 4.2E-3 15 9.OE-3 Using the above Erosion Rate/Slope data the DTE EF- 1 site slope of -1.9 % corresponds to an Erosion Rate of approximately 6 x 10-4 m/y.Page 13 of 24 Bartlett Engineering Calculation ENG-004 Calculation of DTE EF- I DCGLs for Soil Revision 01 6.1.4 Field Capacity:

Contaminated Zone, Unsaturated zone and Saturated zone ANL/EAIS-8, Data Collection Handbook to Support Modeling the Impacts of Radioactive Material in Soil, (ref. 3.1) defines the relationship of field capacity (residual water content) to effective porosity.

The field capacity is the ratio of the volume of water retained in the soil sample, after all drainage has ceased, to the total volume of the soil sample. Equation 4.4 of ref. 3.1 relates Total and Effective Porosities to Field Capacity as follows: Effective Porosity = Total Porosity -Field Capacity Rearranging this equation: Field Capacity = Total Porosity -Effective Porosity The total porosity of 0.410 and the effective porosity value of 0.346 were used for each of the three zones. These values are the mean values of the NUREG/CR-6697 distributions for sandy loam.Therefore the field capacity is approximately:

Field Capacity = 0.4 10 -0.346 = 0.064 6,1.5 Runoff Coefficients Table 10.1 of ref. 3.1 provides the equation below to calculate the Runoff Coefficient, Cr, for an agricultural environment.

Table 10.1, Runoff Coefficient Values, also lists values for cl, c 2 and c 3 for various environments:

The conservative value of 0.1 was selected for C, since the DTE EF-1 site has relatively flat terrain.C,. I i-c 1-c 2-c 3 cl = 0.3 for Flat land with an average slope between 0.3 and 0.9 m/mi.C2 = 0.4 for open sandy loam as identified at the EF-1 Protected Area (Ref. 3.8).C3 = 0.1 for cultivated lands which also fits the scenario for the EF- 1 site.Therefore the runoff coefficient is approximately:

Cr= 1 -0.3 -0.4- 0.1 = 0.2 6.1.6. Watershed Area for Nearby Streams and Ponds The Detroit Edison EF 2 Final Safety Analysis Report (ref. 3.5) states in section 2.4.1.2.2 that "The Fermi site is in the Swan Creek drainage basin. The watershed is an area of 109 square miles, elongated in shape from northwest to southeast.

The basin is about 25 miles long with a maximum topographic relief of about .130 ft". Converting the watershed area of 109 square miles to square meters.Area = 109 mi2 x 2.59 kmi2/ mi 2 x 106 M 2/ km 2= 2.82 x 10 8 m 2 Page 14 of 24 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLs for Soil ENG-004 Revision 01 6.1.7. Fraction of Time Spent Indoors NUREG/CR-5512 (ref. 3.2) Table 6.87 provides default values for the residential parameters the exposure period indoors is given as 240 days. Dividing by 365.25 days/year gives a fraction of time spent indoors of 0.6571.6.1.8. Fraction of Time Spent Outdoor NUREG/CR-5512 (Ref. 3.2) Table 6.87 provides default values for the residential parameters for the exposure period outdoors of 40.2 days and the exposure period gardening of 2.92 which yields a sum of 42.92 days outdoor. Dividing by 365.25 days/year gives a fraction of time spent outdoors of 0.1175.6.1.9. Inhalation Rate: NUREG/CR-6697 (ref 3.4) in Attachment C section 5.1 states "the ICRP's best estimate, which is based on 16 hours1.851852e-4 days <br />0.00444 hours <br />2.645503e-5 weeks <br />6.088e-6 months <br /> of light activity and 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> of rest as 23 m 3/d for adult males." This results an annual inhalation rate of approximately 8400 m 3/y.6.1.10 Soil Ingestion Rate NUREG/CR-5512 (Ref. 3.2) Table 6.87 provides default values for the residential parameters the soil ingestion rate is given as 0.05 g/d. Multiplying by 365.25 days/year gives a soil ingestion rate of 18.26 g/yr.6.1.11 Drinking Water Intake NUREG/CR-5512 (ref. 3.2) Table 6.87 provides default values for the residential parameters the drinking water ingestion rate is given as 1.31 liters/d.

Multiplying by 365.25 days/year gives a drinking water ingestion rate of 478.5 liters/yr.

6.1.12 Miscellaneous Consumption Rates NUREG/CR-5512 (ref. 3.2) Table 6.87 provides default values for the residential parameters for other ingestion rates used by this resident farmer scenario.

These parameters and the ingestion rates are listed in Table 3.Table 3 Miscellaneous Consumption Rates-Parameter Value (NUREG//CR-5512 Vol. 3, Table 6.87)Fruit, veg & grain consumption 112 kg/yr Leafy vegetable consumption 21.4 kg/yr Milk consumption 233 L/yr Meat & poultry consumption 65.1 kg/d Fish consumption 20.6 kg/yr Page 15 of 24 1.Bartlett Engineering Calculation ENG-004 Calculation of DTE EF- I DCGLs for Soil Revision 01 6.1.13 C-14 Evasion Flux Rate for Soil The RESRAD Users Manual (ref. 3.3) provides on p L-16 the value for the C-14 evasion loss rate constant of 22 1/ yr. RESRAD requires that this parameter be expressed in units of 1/sec.Converting 22 1/yr to inverse seconds by dividing by 31,557,600 sec/y gives approximately, 7 x 10-7 1/sec.6.1.14 C-12 Evasion Flux Rate for Soil The RESRAD Users Manual (ref. 3.3) provides on p L-16 the value for the C-12 evasion rate factor of 0.0032 l/y. RERAD requires that this parameter be expressed in units of 1/sec. Converting 0.0032 per year to inverse seconds by dividing by 31,557,600 sec/y gives 1.01 x 10-10 1/sec.6.1.15 Humidity in Air The technical article entitled, "Regional and Site-Specific Absolute Humidity Data for Use in Tritium Dose Calculations", which is found in Health Physics, Vol.39, pp. 318-320, 1980 (ref. 3.7)provides a table of absolute humidity for selected locations in the United States. These values were calculated from data from the National Oceanic and Atmospheric Administration, 1977, Climatological Data, Annual Summary, volume 28, U.S. Dept. of Commerce.

The value of 4.6 g/m 3 (Detroit, Michigan) was chosen from Table 1 of this technical article for the RESRAD humidity in air parameter.

6.1.16 Average Annual Wind Speed The joint frequency distributions from 2003 to 2007 for Detroit Edison's Enrico Fermi site contain wind speed and direction data (Ref 3.10). These data were used to calculate the average annual wind speed. The mid-range value and the associated frequency for each of the wind speed ranges over this five year period are shown in Table 4. An average wind speed was calculated by sunming the product of the mid-range value for each range and the fraction of time the wind was recorded to be within the range. A value of 2.91 m/s was calculated for the average annual wind speed.Page 16 of 24 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLs for Soil ENG-004 Revision 01 Table 4 -DTE EF-1 Average Wind Speed 2003 Wind Measured at 10 m.Avg. Wind Speed (m/s)Frequency 2004 Wind Measured at 10 m.Avg. Wind Speed (m/s)Frequency 2005 Wind Measured at 10 m.Avg. Wind Speed (m/s)Frequency 2006 Wind Measured at 10 m.Avg. Wind Speed (m/s)Frequency 2007 Wind Measured at 10 m.Avg. Wind Speed (m/s)Frequency Avg Annual ws (m/s)2.748 2003 Avg WS 100 0.168 0.726 1.565 0.65 12.8 22.87 2.459 3.353 23.83 18.84 4.47 5.812 7.376 9.388 13.85 4.91 1.83 0.42 0.168 0.726 1.565 1.42 8.7 18.5 2.459 3.353 22.1 20.91* 4.47 5.812 7.376 9.388 19.11 6.74 2.17 0.35 3.038 2004 Avg WS 100 0.168 0.726 1.565 0 6.83 21.92 2.459 3.353 26.26 22.09 4.47. 5.812 7.376 9.388 15.44 5.45 1.79 0.22 2.939 2005 Avg WS 100 0.168 0.726 1.565 0 8.07 21.54 2.459 3.353 24.68 21.68 4.47 5.812 7.376 9.388 16.7 5.77 1.46 0.09 2.928 2006 Avg WS 99.99 0.168 0.726 1.565 0.39 10.28 20.49 2.459 3.353 23.9 20.67 4.47 5.812 7.376 9.388 16.56 5.44 1.94 0.34 2.908 2007 Avg WS 100 2.91 5yrAvgWS Page 17 of 24 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLs for Soil ENG-004 Revision 01 6.1.17 Precipitation Table 5 provides monthly mean precipitation totals for Detroit, Michigan.

These rain guage measurements were taken over the period 1971 to 2000 (ref. 3.11). This information was based on precipitation data from the the website called rssWeather.com.

Table 5 -Precipitation Rate Detroit, MI Monthly Mean Precipitation Totals (inches of water)Period:1971-2000 Month Precipitation (inches)Jan 1.91 Feb 1.88 Mar 2.52 April 3.05 May 3.05 Jun 3.55 Jul 3.16 Aug 3.1 Sept 3,27 Oct 2.23 Nov 2.66 Dec 2.51 Year Total 32.89 Converting to meters/year:

32.89 inches/year divided by 39.37inches/meter

= 0.8354 meters/year.

The precipitation rate was assigned a value of 0.84 meters/year 6.1.18 Irrigation Rate (Evapotranspiration and Runoff Coefficients)

NUREG/CR-6697 Attachment C, Section 4.3 discusses the Irrigation Rate in terms of the Evapotranspiration Coefficient.

Equation 4.3-1 expresses the Evapotranspiration Coefficient as: Ce =ETr (1-Cr)(Pr)

+ IRr Where: ETr Pr IRr Cr= the Evapotransporation Rate (m/y)= the Precipitation Rate (m/y)= the Irrigation Rate (m/y) and= the Runoff Coefficient.

Page 18 of 24 Bartlett Engineering Calculation ENG-004 Calculation of DTE EF- I DCGLs for Soil Revision '01 Rearranging this equation, the Irrigation Rate can be expressed as: IRr = ETr -(1-Cr)(Pr)

Ce The input values for the variables in the equation above follow: 1. The Average Annaul Potential Evapotranspiration Rate, ETr, in inches per year is provided in ANL/EIS-8 (Ref 3.1) Figure 12.1. This reference provides a map of the United States showing the regional Evapotranspiration Rates. The midpoint of the average anuual evapotranspiration rate for the region around Newport, Michigan is 30 inches/year.

Converting to m/yr by multipling by 2.54 cm/in and dividing by 100 cm/m yields 0.762 m/yr for the ETr, evapotranspiration rate.2. The Precipitation Rate, Pr, has been assigned a site-specific value of 0.84 m/yr as discussed in item 6.1.17 above.3. The Runoff Coefficient Values, Cr, has been assigned a site-specific value of 0.2 as discussed in item 6.1.5 above 4. The Evapotranspiration Coefficient, Ce, is defined in NUREG/CR-6697, Attachment C, Section 4.3 as the ratio of the total volume of water (a combination of evaporation from soil surfaces and transpiration .from vegetation) transferred to the atmosphere to the total volume of water available within the root zone of the soil. This NUREG/CR recommends the use of a uniform distribution with a minimum and maximum values of 0.5 and 0.75, respectively.

Making the appropriate substitution of minimum and maximum values of Ce into the rearranged equation above results in the following range for the Irrigation Rate, IRr, shown in Table 6 below.Table 6 -Irrigation Rate Variable min value max value Evapotranspiration Rate (m/y) ETr 0.762 0.762 Precipitation Rate (m/y) Pr 0.84 0.84 Runoff Coefficient Cr 0.2 0.2 Evapotranspiration Coefficient Ce 0.75 0.5 Irrigation Rate (m/y) IRr 0.344 0.852 The calculated minimum and maximum IRr values are 0.344 and 0.852 m/y, respectively.

A uniform distribution was assigned for this parameter and as previously mentioned a positive input correlation to the Well Pumping Rate was assigned based on the guidance in NUREG/CR-6697 (ref.3.4) and NUJREG/CR-6676 (ref. 3.15).6.1.19 Well Pumping Rate Page 19 of 24 Bartlett Engineering Calculation Calculation of DTE EF-1 DCGLs for Soil ENG-004 Revision 01 NUREG/CR-6697 (ref. 3.4), Attachment C, Section 3.10 states that "A site-specific input distribution for well pumping rate can be determined as the sum of individual water needs." A uniform distribution was assigned for this parameter with a positive correlation to the Irrigation Rate. The household use component is calculated from the domestic use in Table 7: Table 7 -Resident Farmer Water Use Water Use Component (Family of four) Median Minimum Maximum Household* (m 3/y) 374 374 374 Livestock (m 3/y) 76.7 76.7 76.7 Contaminated fraction for Irrigation 1 1 1 I= (assumes irrigation of the entire area))Irrigation rate lr (n/y) 0.598 0.344 0.852 Irrigation water (m 3/y) f, x 1, x 2000 1196 688 1704 Drinking Water (m 3/y)** 1.91 1.91 1.91 Total for Family of Four (m 3/y) 1649 1141 2157*EPA recommends (ref 3.18) a Household Water Use for a family of four persons of 272 gallons per day (272 gal/day x 3.79E-3 gal/mi 3 x 365.25day/y

= 376 m 3/y). The household use is equivalent to 376 m 3/y minus the drinking water component of 1.91 m 3/y which equals 374 m 3/y.** EPA also recommends for Drinking Water the use of 478 L/y per individual (478 L/y-Ind x 4 Ind x lm 3/1000L = 1.91 m /y).The well pumping intake rates which use a uniform distribution will be assigned the following values for the statistical parameters:

median 1649 m 3/y, minimum = 1141 m 3/y and maximum =2157 m3/y.6.1.20. Unsaturated Zone 1, Thickness The Golder Associates Report on Groundwater Characterization for Enrico Fermi I License Termination (ref. 3.6) provided data from Groundwater Elevation measurements performed on 11/17/03 through 12/11/06.

The groundwater elevation data from 9/22/05 to 12/11/06 were used to establish average depth to groundwater since this period had full data sets forthe shallow monitoring wells. The groundwater elevations and the associated average elevation are listed in Table 8.Page 20 of 24 Bartlett Engineering Calculation Calculation of DTE EF-1 DCGLs for Soil ENG-004 Revision 01 Table 8 -Groundwater Elevations in Shallow Monitoring Wells at EF-1 EF Shallow 9/22/05 2/7/06 6/6/06 12/11/06 Average MW EFT-1S 576.93 576.73 577.64 578.5 577.45 EFT-2S 578.46 575.57 578.34 576.75 577.28 EFT-4S 579.31 582.76 581.07 580.6 580.94 EFT-5S 580.19 581.69 571.44a 580.79 578.53 EFT-6S 577.85 579.23 578.88 578.16 578.53 EFT-7S 579.4 578.11 578.02 578.74 578.57 EFT-8S 575.12 575.96 575.36 575.48 EFT-8S/D 575.83 574.25 573.92 573.25 574.31 EFT-9S 579.07 578.26 578.82 578.02 578.54 EFT-10S 570.49 575.29 574.78 574.06 573.66 Avg GW El. 577.3 a This value has been corrected subsequent to these calculations; however, there is no impact on the DCGL values (refer to NRC-09-0080, Information Regarding the Fermi I License Termination Plan, sent 12/15/09).

The Golder Associates Report also had in Appendix B Borehole and Monitoring Well Construction Logs for the shallow monitoring wells above. Table 9 lists the ground elevations that were measured when these wells were constructed.

Table 9 -Ground Elevation for Shallow Monitoring Wells at EF-1 EF Shallow MW Ground Elev (feet)EFT-1S 582.20 EFT-2S 583.40 EFT-4S 584.60 EFT-5S 584.20 EFT-6S/D 583.00 EFT-7S 582.30 EFT-8S 583.00 EFT-9S 583.10 EFT-10S 588.50 Avg. Ground Elevation 583.8 Average ground surface elevation

= 583.8 feet Average groundwater elevation

= -577.3 feet Average Depth to groundwater

= 6.5 feet Thickness of contaminated zone = -0.5 feet Unsat. Zone 1 Thickness 6.0 feet Page 21 of 24 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLs for Soil ENG-004 Revision 01 Converting 6.0 feet to meters by multiplying by 0.3048 equal 1.8 m for the Unsat. Zone Thickness.

6.2 Results This revision includes only selected pages from the RESRAD runs for Nb-94 in Attachment

2. The results of the RESRAD runs (selected pages) for each of the other 24 nuclides are provided in Attachment 2 of Revision 0. As mentioned in section 4, one of the results from the RESRAD software is the Peak of the Mean Dose, PMDi. The Peak of the Mean Dose for the average member of the critical group for the 25 nuclides are listed in the second column of Table 10.The DCGLs are the concentrations of residual radioactive material that are derived using the RESRAD pathway analysis to correspond to the dose limit established by DTE for Fermi I decommissioning (Section 5.1.5). The single nuclide DCGLi for the nuclides of concern at DTE EF-1 can be calculated using the equation below, the 25 mrem/yr Dose Limit, DL TEDE, and the Peak of the Mean Dose,. PMDi, in mrem/yr per pCi/g: DCGLI = DL TEDE/PMDi.

The single nuclide DCGLs are listed in the third column of Table 10.Table 10: Soil Peak of the Mean Dose and Single Nuclide DCGLs Radionuclide Peak of the Mean Dose DCGLi (file name) (mrem/yr per pCi/g) (pCi/g).H-3 7.951E-04 3.144E+04 (MCSUMMARH3 DCGLREP)C-14 5.527E-02 4.523E+02 (MCSUMMARSoiIDCGLC14_jwb.REP)

Na-22 4.030E+00 6.203E+00 (MCSUMMARNA22 DCGL.REP)Mn-54 1.164E+00 2.148E+01 (MCSUMMARMN54 DCGL.REP)Fe-55 7.311 E-04 3.420E+04 (MCSUMMARFE55 DCGL.REP)Ni-59 2.298E-03 1.088E+04 (MCSUMMARNI59 DCGL.REP)Ni-63 6.291 E-03 3.974E+03 (MCSUMMARNI63 DCGL.REP)Co-60 4.892E+00 5.11OE+00 (MCSUMMARSoilDCGLCo60_jwb.REP)

Sr-90 2.144E+00 1.166E+01 (MCSUMMARSR90 DCGL.REP)Page 22 of 24 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLs for Soil ENG-004 Revision 01 Radionuclide Peak of the Mean Dose DCGLi (file name) (mrem/yr per pCi/g) (pCi/g)Nb-94 3.178E+00 7.867E+00 (MCSUMMARNB94 DCGL.REP)Tc-99 2.132E-01 1.173E+02 (MCSUMMARTC99 DCGL.REP)Ag-108m 3.215E+00 7.776E+00 (MCSUMMARSoilDCGL_AlO8mjwb.REP)

Sb-125 7.276E-01 3.436E+01 (MCSUMMARSB 125 DCGL.REP)Cs-134 3.022E+00 8.273E+00 (MCSUMMAR-Soil-DCGLCs 134_jwb.REP)

Cs-137 1.493E+00 1.674E+01 (MCSUMMAR-Soil DCGLCsl37_jwb.REP)

Eu-152 2.200E+00 1.136E+01 (MCSUMMAREUI52 DCGL.REP)Eu-154 2.371 E+00 1.054E+01 (MCSUMMAREU 154 DCGL.REP)Eu-155 6.203E-02 4.030E+02 (MCSUMMAREU155 DCGL.REP)Pu-238 1.587E-01 1.575E+02 (MCSUMMARPU238 DCGL.REP)Pu-239 1.762E-01 1.419E+02 (MCSUMMARSoil DCGL Pu239 iwb.REP)Pu-240 1.761 E-01 1.420E+02 (MCSUMMARPU240 DCGL.REP)Pu-241. 4.773E-03 5.238E+03 (MCSUMMARPU241 DCGL.REP)Am-241 1.882E-01 1.328E+02 (MCSUMMARSoilDCGLAm241_jwb.REP)

Cm-242 3.245E-03 7.704E+03 (MCSUMMARSoilDCGL Cm242.jwb.REP)

Cm-243 3.225E-01 7.752E+01 (MCSUMMARSoilDCGLCm243_jwb.REP)

Page 23 of 24 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLs for Soil ENG-004 Revision 01 7 CONCLUSION This calculation package documents the calculation of the DCGLs for DTE EF- I Decommissioning Project in Newport, Michigan.

The probabilistic module of RESRAD software was used to derive the single nuclide DCGLs using the parameter values for the resident farmer scenario and site.specific values for the DTE Enrico Fermi site. The calculated single nuclide DCGls for the 25 nuclides rounded to two significant digits are provided in Table 11.Table 11: Soil DCGL Values by Radionuclide Soil DCGL Soil DCGL Soil DCGL Nuclide (pCi/g) Nuclide (pCi/g) Nuclide (pCi/g)Ag-108m 7.8 Eu-154 11 Pu-238 160 Am-241 130 Eu-155 400 Pu-239 140 C-14 450 Fe-55 34,000 Pu-240 140 Cm-242 7,700 H-3 31,000 Pu-241 5,200 Cm-243 78 Mn-54 21 Sb-125 34 Co-60 5.1 Na-22 6.2 Sr-90 12 Cs-134 8.3 Nb-94 7.9 Tc-99 120 Cs-137 17 Ni-59 11,000 Eu-152 11 Ni-63 4,000 Page 24 of 24 Bartlett Engineering Calculation Calculation of DTE EF-1 DCGLs in Soil Eng-004 Revioion 01 Attachment 1 Input Parameters Values: DTE EF-1 Soil DCGLs Bartlett Engineering Calculation Calculation of DTE EF- I DCGLS in Soil ENG-004 Revision I Basic radiation dose limit (mrem/y) 3 D 25 10 CFR 20.1402 NR NR NR NR Initial principal radionuclide P 2 D 1 Unit Value NR NR NR NR concentration in soil (pCi/)Ac-227 P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C 6.72 3.22 0.001 0.999 825 Ag-108m* P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C -applicable to 5.38 2.1 0.001 0.999 216 unsaturated and saturated zones D 888.945 75th percentile value determined in sensitivity

... ... ......analysis -applicable to contaminated zone Am-241 P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C 7.28 3.15 0.001 0.999 1445 12081.1 75th percentile value determined in sensitivity analysis -applicable only to Am-241 daughter for Pu-241 in the contaminated zone Am-243 P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C 7.28 3.15 0.001 0.999 1445 C-14* P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C -applicable to 2.4 3.22 0.001 0.999 11 unsaturated and saturated zones D 95.7876 75th percentile value determined in sensitivity analysis -applicable to contaminated zone Cm-242" P 1 s Truncated lognormal-n NUREG/CR-6697, Alt. C 8.82 1.82 0.001 0.999 6761 Cm-243" P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C 8.82 1.82 0.001 0.999 6761 Co-60* P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -applicable to 5.46 2.53 0.001 0.999 235 unsaturated and saturated zones D 1289.53 7 5 th percentile value determined in sensitivity

... ... ......analysis -applicable to contaminated zone Cs-134* P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C -applicable to 6.1 2.33 0.001 0.999 446 unsaturated and saturated zones D 2131.38 75th percentile value determined in sensitivity

... ... ......analysis -applicable to contaminated zone Cs-137 P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C 6.1 2.33 0.001 0.999 446 Bartlett Engineering Calculation Calculation of DTE EF-I DCGLS in Soil ENG-004 Revision 01_____________Attachment_

1___ -___ Input Parameter Values:u1 DT EF- Soi DC....., : .... ........ Treatment , Value/Distribution Reference Source Ds

< ,' Parameter

< lie¶ Priority" C>> Value/Distribuition Parameters_

d.<,1 2\# .~~ 3 > .4>> Median or ,< .<>>.

<,.. 77, i:::>:::t::

_:__: >'>>>> ; ,Mean Eu-152* P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -applicable to 6.72 3.22 0.001 0.999 825 unsaturated and saturated zones D 7211 7 5 th percentile value determined in sensitivity

......analysis -applicable to contaminated zone Eu-1 54* P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C -applicable to 6.72 3.22 0.001 0.999 825 unsaturated and saturated zones D 7201.14 75'h percentile value determined in sensitivity

.........analysis -applicable to contaminated zone Eu-1 55* P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -applicable to 6.72 3.22 0.001 0.999 825 unsaturated and saturated zones O 7201.14 755h percentile value determined in sensitivity

.........analysis -applicable to contaminated zone Fe-55* P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -applicable to 5.34 2.67 0.001 0.999 209 unsaturated and saturated zones D 1252.41 75 percentile value determined in sensitivity

... .. ..analysis -applicable to contaminated zone Gd-152 P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C 6.72 3.22 0.001 0.999 825 H-3* P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -applicable to -2.81 0.5 0.001 0.999 0.06 contaminated and saturated zones 0.0429964 2 5 th percentile value determined in sensitivity

.........analysis -applicable to unsaturated zone Mn-54* P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -applicable to 5.06 2.29 0.001 0.999 158 unsaturated and saturated zones o 733.382 75th percentile value determined in sensitivity

.........analysis -applicable to contaminated zone Na-22* P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C -applicable to 5.04 3.22 0.001 0.999 154 unsaturated and saturated zones D 1342.29 75th percentile value determined in sensitivity

-__analysis -applicable to contaminated zone 2 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLS in Soil ENG-004 Revision 01 NUREG/CR-6697, Alt. C -applicable to unsaturated and saturated zones ID 3301.51 7 5 th percentile value determined in sensitivity analysis -applicable to contaminated zone Ni-59" P 1 S Truncated lognormal-n NUREG/CR-6697, Alt: C 6.05 1.46 0.001 0.999 424 Ni-63" P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C 6.05 1.46 0.001 0.999 424 Np-237 P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C 2.84 2.25 0.001 0.999 17 Pa-231 P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C 5.94 3.22 0.001 0.999 380 Pb-210 P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C 7.78 2.76 0.001 0.999 2392 Po-210 P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C 5.20 1.68 0.001 0.999 181 Pu-238" P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C 6.86 1.89 0.001 0.999 953 Pu-239" P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C 6.86 1.89 0.001 0.999 953 Pu-240* P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C 6.86 1.89 0.001 0.999 953 Pu-241 P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -applicable to 6.86 1.89 0.001 0.999 953 unsaturated and saturated zones D 3400.37 7 5t percentile value determined in sensitivity

._analysis -applicable to contaminated zone Ra-226 p 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C 8.17 1.7 0.001 0.999 3533 Ra-228 P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C 8.17 1.7 0.001 0.999 3533 Sb-1 25* P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -applicable to 5.94 3.22 0.001 0.999 380 unsaturated and saturated zones D 3322.31 7 5 th percentile value determined in sensitivity

... ... ......analysis -applicable to contaminated zone Sr-90* P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -applicable to 3.45 2.12 0.001 0.999 32 unsaturated and saturated zones D 130.78 7 5 th percentile value determined in sensitivity

.........analysis -applicable to contaminated zone Tc-99* p 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -applicable to -0.67 3.16 0.001 0.999 0.51 unsaturated and saturated zones D 4.27099 75th percentile value determined in sensitivity

.........analysis -applicable to contaminated zone Te-125m P 1 Truncated iognormal-n NUREG/CR-6697, Att. C 3.64 3.22 0.001 0.999 38.1 3 Bartlett Engineering Calculation Calculation of DTE EF-1 DCGLS in Soil ENG-004 Revision 01:i ;

1 ,ipu F- SilD,~Treatment

..Value/bDistribution Reference S'ource~ Distribution's Statistical

.. .Parameter Type.. Prioritb Value/Distribution

$ K .Parametersd

________1>*~. 2 434 <4 Median or T8 .6 0.01 0Mean Th-228 P 1 S Truncated lognormal-n NUREG/CR-6697, All. C 8.68 3.62 0.001 0.999 5884 Th-229 P 1 S Truncated lognormal-n NUREG/CR-6697, All. C 8.68 3.62 0.001 0.999 5884 Th-230 P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C 8.68 3.62 0.001 0.999 5884 Th-232 P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C 8.68 3.62 0.001 0.999 5884 U-233 P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C 4.84 3.13 0.001 0.999 126 U-234 P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C 4.84 3.13 0.001 0.999 126 U-235 P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C 4.84 3.13 0.001 0.999 126 U-236 P 1 S Truncated lognormal-n NUREG/Cc-6697, Att. C 4.84 3.13 0.001 0.999 126 Initial concentration of radionuclides P 3 D 0 Ground water uncontaminated NR NR NR NR present in groundwater (pCi/O)< 2i 4 ; 7 2 ::Calculation t imes NR Time since placement of material (y) P 3 D 0 NR NR NR NH Time for calculations (y) j P 3 __D 0, 1,3,110, 30, 100, 300, RESRAD Defaults NR NH NH NH Time fo calcultions

() P 3 D1000NR R NRR_________________

____ ____ <->~ ,Contaminated Zone .Araofcnamntd oe M 2D785.6 Site-specific Value -contaminated zone NR NR NR NR Area of contaminated zone (in) P 2 D 7,855.06 area set equivalent to size of EF-1 PA.Thickness of contaminated zone (m) P 2 D 0.1524 Assumed thickness of contaminated zone. NR NR NR NR Length parallel to aquifer flow (in) P 2 D 100 Site-specific Value -Diameter of circle with NR NR NR NR an area = EF-1 Protected Area.___________________.~Cove'ran Cotmntd2ýheýyr-oia Data_Cover depth (m) P 2 D 0 Site-specific Value -no cover assumed NR NR NR NH Density of contaminated zone (g/cm3) P 1 S Bounded Normal NUHEG 6697 distribution for site soil type 1.5635 0.2385 0.827 2.3 1.5635 (g/cm 2)sandy loam Contaminated zone erosion rate Site-specific Value -Calculated value based (m/y) P 2 D 6.OOE-04 on site-specific slope of dx/dz and NR NR NR NR interpolated value in Figure 3.8-11 from NUREG/CR-6697.

Contaminated zone total porosity P 2 S Bounded Normal NUREG 6697 distribution for site soil type -0.41 0.0899 0.1322 0.6878 0.41 Contaminatedzonetotalporosity P 2 SBoundedNormal sandy loam Site-specific Value -Calculated value using Contaminated zone field capacity P 3 D 0.064 Equation 4.4 for the Field Capacity (from the NR NR NR NR RESRAD Data Collection Handbook).

Contaminated zone hydraulic PSite-specific Value -Used distribution from conductivity (m/y) P 2 S Bounded Log Normal -n NUREG/CR-6697 Table 3.4-1 for site soil 5.022 1.33 2.49 9,250 5.022 codctvt_(/-type

-sandy loam p. 3-13..Contaminated zone b parameter P 2 S Bounded Lognormal-n NUREG 6697 distribution for site soil type -0.632 0.282 0.786 4.50 0.632 Contaminatedzonebparameter P_ 2_ S _ _oundedLgnormal-n sandy loam 4 Bartlett Engineering Calculation Calculation of DTE EF-1 DCGLS in Soil ENG-004 Revision 01~4 < < ~AttachMent I -Input Parameter' Vaes: lDlE EF-1 Soil DCGi-s Treatment

'<< Value/Distribution Reference Source Distribution's Statisticala' P t -:Value Distributioni

< eParameterS

_.... .1 ~ 2 ~.3 >,4~ Median or.2 ~<.~. ~.~ ~ 9 _ _ ~ ~ 2-Mean Humidity in air (g/m 3) P 3 D 4.6 Regional value from Health Physics, Vol. 39. NR NR NR NR Evapotranspiration coefficient P 2 S Uniform Site-specific Value -NUREG/CR-6697 Alt. 0.5 0.75 NR NR. 0.625 C, (Median = midpoint).

D 0.687414 75 percentile value determined in sensitivity

... ... ......analysis -applicable for Tc-99 Site-specific Value -DTE site Average annual wind speed (m/s) P 2 D 2.91 meteorological data (10 m) Tables: 2003 -NR NR NR NR 2007.P 2 0.84 Regional value for Detroit, MI (1971 -2000). NR NR NR NR Precipitation (m/y) P 2. D 0.84 CaIc. ENG-002 Section 6.1.Site-specific Value -calculated using Irrigation (m/y) B 3 S Uniform NUREG/CR-6697, All C methodology.

CaIc. 0.344 0.852 NR NR 0.598_ENG-002 Section 6.1.Irrigation mode B 3 D Overhead Site-specific Value -overhead irrigation is NR NR NR NR standard practice in Midwest.Site-specific Value -Calculated value using Runoff coefficient P 2 D 0.2 Equation 10.1 for Runoff Coefficient.

Calc. NR NR NR NR ENG-002 Section 6.1.Watershed area for nearby stream or Site-specific Value- drainage area listed in NH NH NH NH pond (M 2) P 3 D 2.82E8 EF2 FSAR. I NRNRNR Accuracy for water/soil computations 3 D 1.OOE-03 RESRAD Default N NH NR NR NR 9.29:: , <~<'~~~' 9~< .~. .~ ~< Saturated ZoneHydrologicalData a,~ ._________

Density of saturated zone ( P 1 5 Bounded Normal NUREG 6697 distribution for site soil type -1.5635 0.2385 0.827 2.3 1.5635 n(g/cm 3) Psandy loam Saturated zone total porosity P 1 S Bounded Normal NUREG 6697 distribution for site soil type 0.41 0.0899 0.1322 0.6878 0.41_________________sandy loam Saturated zone effective porosity P 1 S Bounded Normal NUREG 6697 distribution for site soil type -0.346 0.0915 0.0629 0.628 0.346 sandy loam Site-specific Value -Calculated value using Saturated zone field capacity P 3 D 0.064 Equation 4.4 for the Field Capacity (from the NR NR NR NR RESRAD Data Collection Handbook).

Calc ENG-002 section 6.1.Saturated zone hydraulic conductivity P 1 Bounded Log Normal-n NUREG 6697 distribution for site soil type -5.022 1.33 2.49 9,250 (m/y) sandy loam p. 3-13.5.022 D 7 5 th percentile value -applicable to H-3 370.578 RESRAD run Saturated zone hydraulic gradient P 2 D 0.002 Site-specific Value -Golder Associates NR NR NR NR ahIent P I D_0.002 Report on Groundwater Charecterization Saturated zone b parameter P 2 S Bounded Lognormal-n NUREG 6697 distribution for site soil type -0.632 0.282 0.786 4.50 0.632_sandy loam 5 Bartlett Engineering Calculation Calculation of DTE EF-I DCGLS in Soil ENG-004 Revision 01..... ... -Attachmient 1 -Input Parameter Values: DTE EF-I4Soil DCGLs ...- ..: " Treatment I .'.Value/DbistributionReference Source .Distribution's Statistical Parameter Tp'Priori tyb C; Value/Distribution , Parameter S 1 2' -3 4 Median o Water table drop rate (m/y) P 3 D 1.00E-03 RESRAD Default NR NR NR NR Well pump intake depth (m below P 2 S Triangular NUREG/CR-6697, All. C. 6 30 10 10 water table)Model: Nondispersion (ND) or Mass- ND model recommended for contaminant Balance (MB) __3__NDareas

> 1,000 m 2 Site-specific Value -Min, Max, and Median Well pumping rate (ma/y) P 2 S Uniform value based on NUREG/CR-6697, Alt. C 11411 2157 1649 t(m 3/y) section 3.10 method using site irrigation method and area.7 ,. ,, ~~~ ~~$ ~ Unsaturated Zone ydrologiaI:Dý6ata<.

~ V Vs<'Site-specific Value -Golder Associates Number of unsaturated zone strata P 3 D 1 Report on Groundwater Charecterization NR NR NR NR (Table 1 and Appendix B)Site-specific Value -Golder Associates Unsat. zone 1, thickness (m) P 1 D 1.8 Report on Groundwater Charecterization

-NR NR NR NR Calc. ENG-002 Section 6.1.Unsat. zone 1, soil density (g/cm) P 2 S Bounded Normal NUREG 6697 distribution for site soil type 1.5635 0.2385 0.827 2.3 1.5635__________________sandy loam Unsat. zone 1, total porosity P 2 -S Bounded Normal NUREG 6697 distribution for site soil type 0.41 0.0899 0.1322 0.6878 0.41__________________sandy loam NUREG 6697 distribution for site soil type Unsat. zone 1, effective porosity P 2 S Bounded Normal nUE 6697 0.346 0.0915 0.0629 0.628 0.346_______sandy loam Site-specific Value -Calculated value using Unsat. zone 1, field capacity P 3 0 0.064 Equation 4.4 for the Field Capacity (from the NR NR NR NR RESRAD Data Collection Handbook)

-Calc ENG-002 section 6.1. , Unsat. zone 1, hydraulic conductivity P 2 S Bounded Log Normal-n NUREG 6697 distribution for site soil type 5.022 1.33 2.49 9,250 5.022 (m/y) sandy loam p. 3-13.Unsat. zone 1, soil-specific b P 2 Bounded Lognormal-n NUREG 6697 distribution for site soil type -0.632 0.282 0.786 4.50 0.632 parameter T _P 2 S BoundedLognormal-n sandy loam 0.632 0.22 _078 I_4.5_0.63 Inhalation rate (m 3/y) B 3 D 8,400 NUREG/CR-6697, Alt. C NR NR NR NR Mass loading for inhalation (g/m 3) P 2 S Continuous linear NUREG/CR-6697, Alt. C 2.33E-05 Exposure duration B 3 D 30 RESRAD default NR NR NR NR Indoor dust filtration factor P 2 S Uniform NUREG/CR-6697, Alt. C 0.15 0.95 0.58 6 Bartlett Engineering Calculation Calculation of DTE EF-I DCGLS in Soil ENG-004 Revision 01 J .~ >%J Attach'ment 1 -Input Parameter Values: DTE EF-1 SoilDCGLs

>Y ~Treatment .W $ K Value/Distribution Reference Source ~Distibutions Statistical

___________________

~Typeý Priity h, , Vatue Distribution

____________________

______ ____ ____~; ~ < .1 2 f3 4 Median ~or.~,. ~ Medn Shielding factor, external gamma P 2 S Bounded Lognormal-n Distribution values from NUREG/CR-6697, -1.3 0.59 0.044 1 0.273 Att. C.D 0.3982 7 5 1h percentile value determined in sensitivity

... ... ......analysis -applicable in RESRAD runs for Na-22, Mn-54, Co-60, Nb-94, Ag-1 08m, Sb-125, Cs-134, Cs-137, Eu-152, Eu-154, Eu-155, Am-241, Cm-243 Fraction of time spent indoors B 3 D 0.6571 NUREG/CR-5512, Vol. 3, Table 6.87; NR NR NR NR Calc. ENG-002 Section 6.1.Fraction of time spent outdoors (on B 3 D 0.118 NUREG/CR-5512, Vol. 3, Table 6.87 -Calc. NH NR NR NH site) ENG-002 Section 6.1. NR NR NR NR RESRAD Default -Cirdular contaminated Shape factor flag, external gamma P 3 D Circular zone assumed for EF-1 Protected area, NR NR NR NR_ANL/EAIS-8, Table 1.3________________________

Ingestion ,Dietary. , ..,',____Fruits, vegetables, grain consumption B 2 D 112 NUREG/CR-5512, Vol. 3, (other vegetables NR NR NH NR (kg/y) + fruit + grain), Table 6.87 Leafy vegetables consumption (kg/y) B 3 D 21.4 NUREG/CR-5512, Vol. 3, Table 6.87 NR NR NR NR Milk consumption (L/y) B 2 D 233 NUREG/CR-5512, Vol. 3, Table 6.87 NR NR NR NR Meal and poultry consumption (kg/y) B 3 -D 65.1 NUREG/CR-5512, Vol. 3 (beef + poultry), NH NH NH NH Meatandpoutryconsumption_(kg/y)

B_ 3 D 65.1Table 6.87. NR NR R N Fish consumption (kg/y) B 3 D 20.6 NUREG/CR-5512, Vol. 3, Table 6.87. NR NR NR NR Other seafood consumption (kg/y) B 3 D 0.9 RESRAD Default. NR NR NR NR Soil ingestion rate (g/y) B 2 D 18.26 NUREG/CR-5512, Vol. 3, Table 6.87. NR NR -NR NR Drinking water intake (L/y) B 2 D 478.5 NUREG/CR-5512, Vol. 3, Table 6.87. NR NR NR NR Contamination fraction of drinking P 3 D 1 Model assumption

-drinking water from site. NR NH NH NR water Contamination fr action of livestock P 3 D 1 Model assumption

-livestock water NH NH NH NH Contamintionfratonofivestoc P__3__D assumed contaminated.

Contarnination fraction of irrigation P 3 D 1aModel assumpeiont

-irrigation waler NR NR NR NR Contamination fraction of aquatic 3 D 1 NUREG/CH-5512, Vol. 3. NH NH NH NH food Contamination fraction of plant food P 3 D 1 NUREG/CR-5512, Vol. 3. NR NR NR NR Contamination fraction of meat P 3 D 1 RESRAD Default -- ANL/EAD-4, Table 2.3. NR NR NR NR Contamination fraction of milk P 3 D 1 RESRAD Default -- ANL/EAD-4, Table 2.3. NR NH NR NR Ingestion, Non-.Dietary I -~7 Bartlett Engineering Calculation Calculation of DTE EF-I DCGLS in Soil ENG-004 Revision 01 S

• Attachment 1 -nu aaee aus T ER-i soil DCGLs&Treatment Value/Distrbution Referenee Source Distribution's Statistical+

, V. Parameter-Type Priority b ,C, Value/Distribution

.~, ~ .~~ ParameterSd~~

'~SK./~, -/ 17 2 3, .' 4 Median or~.j~i ~j .> _____ Mean Livestock fodder intake for meat M 3 D 27.1 NUREG/CR5512, Vol. 3 Table 6.87 (beef (kg/day) cattle + poultry + layer hen)Livestock fodder intake for milk M 3 D 63.2 NUREG/CR5512, Vol. 3 Table 6.87 (forage (kg/day) + grain + hay)_Livestock water intake for meat M 3 D 50 NUREG/CR5512, Vol. 3 Table 6.87 (beef (L/day) cattle + poultry + layer hen)Livestock water intake for milk M 3 D 60 NUREG/0R5512, Vol. 3 Table 6.87.f(Lday) , Livestock soil intake (kg/day) M 3 D 0.5 RESRAD Default, ANL/AED-4.

NR NR NR NR Mass loading for foliar deposition P 34.0E-04 NUREG/CR-5512, Vol. 3 Table 6.87, NR NR NR NR (g/m**3) ________ gardening.

Depth of soil mixing layer (m) P 2 S Triangular NUREG/CR-6697, Alt. C 0 0.6 0.15 0.15 D 0.149928 25'h percentile value determined in sensitivity analysis -applicable for Fe-55, Ni-59, Ni-63, Cs-137, Pu-238, Pu-239, Pu-240, Pu-241, Am-241, Cm-242, Cm-243 Depth of roots (m) P 1 Uniform NUREG/CR-6697, Att C 0.3 4.0 2.15 D 1.225 25 percentile value determined in sensitivity analysis -applicable for H-3, C-14, Ni-59, Ni-63, Sr-90, Tc-99, Cs-134, Cs-137, Pu-238, Pu-239, Pu-240, Pu-241, Am-241, Cm-242, Cm-243 RESRAD Default -all water assumed to be Drinking water fraction from ground P 3 D 1 supplied from groundwater, ANL/EAIS-8 NR NR NR NR water Table 1.3.Livestock water fraction from ground P 3 D 1 RESRAD Default -all water assumed to be NR NR NR NR water supplied from groundwater, ANL/EAIS-8 Table 1.3 p. 12.Irrigation fraction from ground water P 3 D 1 RESRAD Default -all water assumed to be NR NR NR NR supplied from groundwater, ANL!EAIS-8 Table 1.3 Wet weight crop yield for Non-Leafy P. 2 S -Truncated lognormal-n NUREG/CR-6697, Alt. C 0.56 0.48 0.001 0.999 0.56 (kg/m**2)

I Wet weight crop yield for Leafy P 3 D 2.88921 NUREG/CR-5512, Vol. 3 Table 6.87 NR NR NR NR (kg/m**2)Wet weight crop yield for Fodder P 3 D 1.8868 NUREG/CR-5512, Vol. 3 Table 6.87 NR NR NR NR (kg/m**2)

I I Growing Season f6r Non-Leafy P 3 D 0.246 NUREG/CR-5512, Vol. 3 Table 6.87 NR NR NR NR (years)8 Bartlett Engineering Calculation Calculation of DTE EF-I DCGLS in Soil ENG-004 Revision 01 ,Attachment 1 -Input Parameter Values: DTEEF-1SoIc s .- Soil___s:.

T tValue/Distribution Reference Source Statistical Paramneter

~ T~e2 Prort bValue/Distribution K ParameterSd.

~ I~s<2~ 3 1 4 Median o_____________________~

~ Mean>Growing Season for Leafy (years) P 3 D 0.123 NUREG/CR-5512, Vol. 3 Table 6.87 NR NR NR NH Growing Season for Fodder (years) P 3 D 0.082 NUREG/CR-5512, Vol. 3 Table 6.87 NR NR NR NR Translocation Factor for Fodder P 3 D 1 NUREG/CR-5512, Vol. 3 Table 6.87 NR NR NR NR Weathering Removal Constant for P 2 S Triangular NUREG/CR-6697, Att. C 5.1 84 18 18 Vegetation (1/yr) I Wet Foliar Interception Fraction for P 3 D 0.35 NUREG/CR-5512, Vol. 3 Table 6.87 NR NR NR NR Non-Leafy Wet Foliar Interception Fraction for P 2 S Triangular NUREG/CR-6697, All. C 0.06 0.95 0.67 0.67 Leafy Wet Foliar Interception Fraction for P 3 D 0.35 NUREG/CR-5512, Vol. 3 Table 6.87 NR NR NR NR Fodder Dry Foliar Interception Fraction for P 3 D 0.35 NUREG/CR-5512, Vol. 3 Table 6.87 NR NR NR NR Non-Leafy Dry Foliar Interception Fraction for P 3 D 0.35 NUREG/CR-5512, Vol. 3 NR NR NR NR Leafy Dry Foliar Interception Fraction for P 3 D 0.35 NUREG/CR-5512, Vol. 3 NR NR NR NR Fodder." ______

times of contaminatedfoodstuffs(day)s)K

.>. 7 _ __Fruits, non-leafy vegetables, and B 3 D 14 NUREG/CR-5512, Vol. 3 Table 6.87 NR NR NR NR grain Leafy vegetables B 3 D 1 NUREG/CR-5512, Vol. 3 Table 6.87 NR NR NR NR Milk B 3 D 1 NUREG/CR-5512, Vol. 3 Table 6.87 NR NR NR NR Meat and poultry B 3 D 20 NUREG/CR-5512, Vol. 3 Table 6.87 (holdup NR NR NR NR period for beef) I Fish B 3 D 7 RESRAD Default; ANL/EAD-4, Table D.6 NR NR NR NR Crustacea and Mollusk B 3 D 7 RESRAD Default, ANL/EAD-4, Table D.6 NR NR NR NR Well water B 3 D 1 RESRAD Default, ANL/EAD-4, Table D.6 NR NR NR NR Surface water B 3 D 1 RESRAD Default, ANL/EAD-4, Table D.6 NR NR NR NR Livestock fodder B 3 D 45 RESRAD Default, ANL/EAD-4, Table D.6 NR NR NR NR C-12 concentration in water (g/cm 3) P 3 D 2.OOE-05 RESRAD Default, ANL/EAD-4 NR NR NR NR C-12 concentration in contaminated P 3 D 3.OOE-02 RESRAD Default, ANUEAD-4 NR NR NR NR soil (g/g)C-14 evasion~layer thickness in soil p 2 D 0.426683 7 5 1h percentile value determined in sensitivity (m) analysis C-14 evasion flux rate from soil (l/s) P 3 ID 7.OOE-07 RESRAD Default, ANL/EAD-4 NR NR NR NR C-12 evasion flux rate from soil (l/s) P 3 ID 1.01E-10 RESRAD Default, ANL/EAD-4, p. L-16. See NR NR NR NR_calc. ENG-002 Section 6.1.__ _9 Bartlett Engineering Calculation Calculation of DTE EF-I DCGLS in Soil ENG-004 Revision 01 S i~ i' > Attacht -Input Parameter Values: DTE EF-1 DSoil DCGLs , Treatument Vau/itiuinRfrneSource Distribuition's Statistical Parameter Typ _Pior___ Value/Distribution

> ___ <ParameterSd.c~

.~ ~ x>'1 2 <3 4 Median or F fgrain in beef cattle feed B 3 0 0.8 NUREG/CR-6697, Table 3.2 NR N NH NH Fraction of grain in milk cow feed B 3 D 0.2 NUREG/CR-6697, Table 3.2 NR NR NR NR Fraction of vegetation carbon from P 3 D 2.00E-02 RESRAD Default, ANL/EAD-4 NR NR NR NR soil Fraction of vegetation carbon from P 3 D 9.80E-01 RESRAD Default, ANL/EAD-4 NR NR NR NR air<~>~ ~;';w~ nhalation'Dose Conversion Factors (mirem/pCi)

Ac-227 M 3 D 6.72E+00 FGR11 (RESRAD Dose Conversion Library) NR NR NR NR Ag-1 08m* M 3 D 2.83E-04 FGR11 NR NR NR NR Am-241 M 3 D 4.44E-01 FGR11 NR NR NR NR Am-243 M 3 D 4.40E-01 FGR11 NR NR NR NR C-14" M 3 D 2.09E-06 FGR11 NR NR NR NR Cm-242* M 3 D 1.73E-02 FGR11 NR NR NR NR Cm-243* M 3 D 3.07E-01 FGR11 NR NR NR NR Co-60" M 3 D 2.19E-04 FGR11 NR NR. NR NR Cs-134* M 3 D 4.63E-05 FGR11 NR NR NR NR Cs-137* M 3 D 3.19E-05 FGR11 NR NR NR NR Eu-152" M 3 D 2.21E-04 FGR11 NR NR NR NR Eu-154* M 3 D 2.86E-04 FGR11 NR NR NR NR Eu-155* M 3 D 4.14E-05 FGR11 NR NR NR NR Fe-55* M 3 D 2.69E-06 FGR11 NR NR NR NR Gd-152 M 3 D 2.43E-01 FGR11 NR NR NR NR H-3* M 3 D 6.40E-08 FGR11 NR NR NR NR Mn-54* -, M 3 D 6.70E-06 FGR11 NR NR NR NR Na-22* M 3 D 7.66E-06 FGR11 NR NR NR NR Nb-94* M 3 D 4.14E-04 FGR11 NR NR NR NR Ni-59" M 3 D 2.70E-06 FGR11 NR NR NR NR Ni-63* M 3 D 6.29E-06 FGR11 NR NR NR NR Np-237 M 3 D 5.40E-01 FGR11 NR NR NR NR Pa-231 M 3 D 1.28E+00 FGRt 1 NR NR NR NR Pb-210 M 3 D 1.38E-02 FGR11 NR NR NR NR Po-210 M 3 D 9.40E-03 FGR11 NR NR NR NR Pu-238" M 3 D 3.92E-01 FGR11 NR NR NR NR Pu-239* M 3 D 4.29E-01 FGR11 NR NR NR NR 10 Bartlett Engineering Calculation Calculation of DTE EF-1 DCGLS in Soil ENG-004 Revision 01... 'i 7+ Intaie Value/Distribution Reference Source .Distribution's Statistica Parameters Tye Proiy Val~ueIDistributionv

_________________

Pa~ranieers'

____1 2 3 4 Median or______ ~ ~Mean Pu-240* M 3 D 4.29E-01 FGRI 1 NR NH NR NR Pu-241 M .3 D 8.25E-03 EGRil 1NR NR NH NH Ra-226 M 3 D 8.60E-03 FGR11 NH NR NR NR Ra-228 M 3 D 4.77E-03 EGR1i1 NR NR NR NR Sb-125* M 3 D 1.22E-05 EGRil *NR NR NR NR Sr-90* M 3 0 1.31 E-03 EGRil NH NR NH NR Tc-99* M 3 0 8.33E-06 FGR1 1 NH NR NR NR Te-1 25m M 3 0 7.29E-06 FGH1 1 NR NH NR NH Th-228 M 3 0 3.42E-01 FGR1 I NR NH NH NR Th-229 M 3 0 2.16E+00 EGR1 1 NR NR NR NR Th-230 M 3 D 3.26E-01 EGRil1 NH NH NR NR Th-232 M 3 D 1.64E+00 FGH1 1 NR NR NH NR U-233 M .3 D 1.35E-01 EGRil NH NR NH NR U-234 M 3 01.32E-01 FGR11 NH NR NH NH U-235 M 3 D 1.23E-01 EGRil NR NH NR NH U-236 M 3 0 1.25e-01 FGH1 1 NH NR NH NH~~ ~1T'~ ~ >>> Ingestion Dose Conversio'n .Fttorsý. (rempi ___ __Ac-227 M D 1.48E-02 FGR1 1 NR NH NH NH Ag-1 08m* M 3 0 7.62E-06 FGH1 1 NH NH NH NR ___Amn-241 M 3 0 3.64E-03 FGH1 1 NR NR NH NH Am-243 M 3 0 3.63E-03 FGH1 1 NH NH NR NH C-14* M 3 D 2.09E-06 FGH1 1 NH NH NH NH Cm-242* M 3 D 2.51 E-03 FGH1 I NH NH NH NR Cm-243* M 3 D 2.69E-05 EGR1 1 NR NH NH NH Co-60* M 3 D 7.33E-05 EGR1 1 NH NR NH NH Cs-134* M 3 D 5.00E-05 EGRIl1 NR NH NH NH Cs-1 37* M 3 D 6.48E-06 FGH1 1 NH NH NH NH Eu-152* M 3 0 9.55E-06 EG~l 1NH NR NH NH Eu-1 54* M 3 D 1.53E-06 .FGH1 1 NH NR NH NH Eu-1 55* M 3 0 6.07E-07 EGRil NH NH NR NR Fe-55* M 3 0 1.61 E-04 EGR1i1 NH NH NH NR Gd-152 M 3 0 6.40E-08 FGH1 1 NH NH NH NR JH M 1 3 1 0 2.51 E-03 FGR1 1 NH NH NH NH... ....+.:+ + +++ +:++ ++ > :: +>++++::++++++:++ ;++++++++, P a a m te s + ++ ++?

Bartlett Engineering Calculation Calculation of DTE EF- I DCGLS in Soil ENG-004 Revision 01 IAttachment 1 -Input Parameter Values: DTE EF-I Soil DCGLs.Treatment Value/Distribution Reference Source' .Distributio's Statistical

~Parameter

~ Type'~ Priority b Value~/Distrib~ution ,Parametersd____

S____ ______ Mean: Mn-54* M 3 D 2.77E-06 FGR11 NR NR NR NR Na-22* M 3 D 1.15E-05 FGR11 NR NR NR NR Nb-94* M 3 D 7.14E-06 FGRI1 NR NR NR NR Ni-59" M 3 D 2.1OE-07 FGR11 NR NR NR NR Ni-63* M 3 D 5.77E-07 FGR11 NR NR NR NR Np-237 M 3 D 4.44E-03 FGR11 NR NR NR NR Pa-231 M 3 D 1.06E-02 FGR1I NR NR NR NR Pb-210 M 3 D 5.37E-03 FGR11 NR NR NR NR Po-210 M 3 D 1.90E-03 FGR1I NR NR NR NR Pu-238* M 3 D 3.20E-03 FGR1I NR NR NR NR Pu-239" M 3 D 3.54E-03 FGR11 NR NR NR NR Pu-240* M 3 D 3.54E-03 FGR11 NR NR NR NR Pu-241 M 3 D 6.85E-05 FGR11 NR NR NR NR Ra-226 M 3 D 1.33E-03 FGR11 NR NR NR NR Ra-228 M 3 D 1.44E-03 FGR11 NR NR NR NR Sb-125" M 3 D 2.81E-06 FGR11 NR NR NR NR Sr-90* M 3 D 1.53E-04 FGR11 NR NR NR NR Tc-99" M 3 D 1.46E-06 FGR11 NR NR NR NR Te-125m M 3 D 3.67E-06 FGR11 NR NR NR NR Th-228 M 3 D 4.03E-03 FGR11 NR NR NR NR Th-229 M 3 D 5.48E-04 FGR11 NR NR NR NR Th-230 M 3 D 5.48E-04 FGR11 NR NR NR NR Th-232 M 3 D 2.73E-03 FGR11 NR NR NR NR U-233 M 3 D 2.89E-04 FGR11 NR NR NR NR U-234 M 3 D 2.83E-04 FGR11 NR NR NR NR U-235 M 3 D .2.67E-04 FGR11 NR NR NR NR U-236 M 3 D 2.69E-04 FGR11 NH NR NR NR_____________________

J Pla n ti Transfer Factors ((pCi/g plant)/(pCilg soil)) W ._____ ......Ac-227 P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C -6.91 1.1 0.001 0.999 1.OE-03 Ag-108m* P 1 S Truncated Iognormal-n NUREG/CR-6697, All. C -5.52 0.9 0.001 0.999 4.0E-03 P 1 S Truncated lognormal-n Truncated Iognormal-n

-6.91 0.9 0.001 0.999 1.OE-03 Am-241D 0.00182659 7 5'h percentile value determined in sensitivity

--- ---_analysis

-applicable to Am-241 and Pu-241 12 Bartlett Engineering Calculation Calculation of DTE EF-1 DCGLS in Soil F _~~ <v ~ENG-004 Revision 01 Am-243 P 1 S Truncated Iognormal-n NUREG/CR-6697, Alt. C -6.91 0.9 0.001 0.999 1.OE-03 C-14" P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C -0.36 0.9 0.001 0.999 7.0E-01 Cm-242* P 1 D 0.00182659 75th percentile value determined in sensitivity analysis Cm-24* P 1 D 0.00182659 75 h percentile value determined in sensitivity analysis Co-60* P 1 S Truncated lognormal-n NUREG/CR-6697, All. C -2.53 0.9 0.001 0.999 8.OE-02 Cs-134* .P 1 D0.0 78229 7 5 1h percentile value determined in sensitivity

_analysis Cs-137* P 1 D 0.078229 7 5 1h percentile value determined in sensitivity analysis Eu-152" P 1 S Truncated lognormal-n NUREG/CR-6697, All. C -6.21 1.1 0.001 0.999 2.0E-03 Eu-154* P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -6.21 1.1 0.001 0.999 2.OE-03 Eu-155* P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -6.21 1.1 0.001 0.999 2.OE-03 Fe-55* P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C -6.91 0.9 0.001 0.999 1.0E-03 Gd-152 P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -6.21 1.1 0.001 0.999 2.OE-03 H-3* P 1 S Truncated lognormal-n NUREG/CR-6697, Att. C 1.57 1.1 0.001 0.999 4.8E+00 Mn-54* P 1 S Truncated lognormal-n NUREG/CR-6697, All. C -1.20 0.9 0.001 0.999 3.OE-01 Na-22* P 1 S Truncated lognormal-n NUREG/CR-6697, All. C -3.00 1.0 0.001 0.999 5.0E-02 Nb-94* P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -4.61 1.1 0.001 0.999 1.OE-02 Ni-59 P 1 D0.091145 7 5 1h percentile value determined in sensitivity analysis 7 5 I percentile value determined in sensitivity Ni-63" P 1 0 0.091145 aayi analysis Np-237 P 1 S Truncated Iognormal-n NUREG/CR-6697, All. C -3.91 0.9 0.001 0.999 2.OE-02 Pa-231 P 1 S Truncated lognormal-n NUREG/CR-6697, All. C -4.61 1.1 0.001 0.999 1.0E-02 Pb-210 P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -5.52 0.9 0.001 0.999 4.0E-03 Po-210 P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -6.90 0.9 0.001 0.999 1.0E-03 75th percentile valuedetermined in sensitivity Pu-238* P 1 D 0.00182691 analysis -value also applicable for Pu-238 daughter for Cm-242 Pu-239* P 1 D0.00182691 7 5 th percentile value determined in sensitivity analysis Pu-240* P 1 D 0.00182691 75 h percentile value determined in sensitivity analysis 75th percentile value determined in sensitivity Pu-24 P 1 0.00182691 analysis 13 Bartlett Engineering Calculation Calculation of DTE EF-1 DCGLS in Soil ENG-004 Revision 01 Attachment 1 -Input ParameterValues:DTE DCGLs> -____,__N , ~Tr~eatmenit Value/Distribution Reference Source ' Distribution's Statistical.

Parameter-

T ipe Prioritr, -Value/Distribution.

>. i A t& ParameterS.>

'1 2 3 4 Median o ,-C.:~-~ _____ Mean.Ra-226 P 1 S Truncated lognormal-n NUREG/CR-6697, All. C -3.22 0.9 0.001 0.999 4.OE-02 Ra-228 P 1 S Truncated lognormal-n NUREG/CR-6697, All. C -3.22 0.9 0.001 0.999 4.OE-02_Sb-125* P 1 S Truncated lognormal-n NUREG/CR-6697, Atl. C -4.61 1.0 0.001 0.999 1.OE-02 Sr-90* P 1 D0.589716 7 5 th percentile value determined in sensitivity Sr.90* ~~analysis_____

Tc-99* P 1 9.15863 75 th percentile value determined in sensitivity Tc-99 ~~analysis_____

Te-125m P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -2.30 1.0 0.001 0.999 1.OE-01 Th-228 P 1 S Truncated lognormal-n NUREG/CR-6697, Alt. C -6.91 0.9 0.001 0.999 1.OE-03 Th-229 P 1 S Truncaled lognormal-n NUREG/CR-6697, All. C -6.91 0.9 0.001 0.999 1.OE-03 Th-230 P 1 S Truncated lognormal-n NUREG/CR-6697, All. C -6.91 0.9 0.001 0.999 1.OE-03 Th-232 P .1 S Truncated lognormal-n NUREG/CR-6697, All. C -6.91 0.9 0.001 0.999 1.OE-03 U-233 P 1 5 Truncated lognormal-n NUREG/CR-6697, All. C 1-6.21 0.9 0.001 0.999 2.OE-03 U-234 P 1 S Truncated lognormal-n NUREG/CR-6697, All. C -6.21 0.9 0.001 0.999 2.OE-03 U-235 P 1 S Truncated lognormal n NUREG/CR-6697, All. C -6.21 0.9 0.001 0.999 2.OE-03 U-236 P 1 S Truncated lognormal-n N EGC-67Al.C621 0.9 0.001 0.999 2.OE-03 Ac-227 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -10.82 1.0 0.001 0.999 2.OE-05 Ag-i 08m* P 2 5 Truncated lognormal-n NUREG/CR-6697, All. C -6.21 0.7 0.001 0.999 2.OE-03 Am-241 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -9.90 0.2 0.001 0.999 5.OE-05 Am-243 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -9.90 0.2 0.001 0.999 5.OE-05 C-14* P 2 5 Truncated lognormal-n NUREG/CR-6697, All. C -3.47 1.0 10.001 0.999 3.1 E-02 Cm-242* P 2 5 Truncated lognormal-n NUREG/CR-6697, Alt. C -10.82 1.0 0.001 10.999 2.OE-05 Cm-243* P 2 S Truncated lognormal-n NUREG/CR-6697, Alt. C -10.82 1.0. 0.001 0.999 2.OE-05 Co-60* P 2 5 Truncated lognormal-n NUREG/CR-6697, All. C -3.51 1.0 0.001 0.999 3.OE-02 Cs-134* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -3.00 0.4 0.001 0.999 5.OE-02 Cs-17* P 2 D .065616 75h percentile value determined in sensitivity Cs-13T P 2 0.0651616 analysis_____

Eu-152* P 2 5 Truncated lognormal-n NUREG/CR-6697, All. C -6.21 1.0 0.001 0.999 2.OE-03 Eu-154* P 2 5 Truncated lognormal-n NUREG/CR-6697, All. C -6.21 1.0 0.001 0.999 2.OE-03 Eu-i 55* P 2 5 Truncated lognormal-n NUREG/CR-6697, All. C -6.21 11.0 0.001 0.999 2.OE-03 Fe-5* P D .039293 7 5~ percentile value determined in sensitivity Fe-55 P 2 0.0391293 analysis_____

Gd-152 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -6.21 1.0 0.001T 0.999 2.OE-03 H-3* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -4.42 1.0 0.001 10.999 1.2E-021 14 Bartlett Engineering Calculation Calculation ofDTE EF-I DCGLS in Soil ENG-004 Revision 01 Mn-54* P 2 S Truncated Iognormal-n NUREG/CR-6697, Alt. C -6.91 0.7 0.001 0.999 1.OE-03 Na-22* P 2 S Truncated lognormal-n NUREG/CR-6697, Alt. C -2.53 0.2 0.001 0.999 8.OE-02 Nb-94* P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -13.82 0.9 0.001 0.999 1.OE-06 Ni-59* P 2 S Truncated lognormal-n NUREG/CR-6697, Alt. C -5.30 0.9 0.001 0.999 5.OE-03 Ni-63* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -5.30 0.9 0.001 0.999 5.OE-03 Np-237 P 2 S Truncated lognormal-n NUREG/CR-6697,'Alt.

C -6.91 0.7 0.001 0.999 1.OE-03 Pa-231 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -12.21 1.0 0.001 0.999 5.OE-06 Pb-210 P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -7.13 0.7 0.001 0.999 8.OE-04 Po-210 P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -5.30 0.7 0.001 0.999 5.OE-03 Pu-238" P 2 S Truncated lognormal-n NUREG/CR-6697, Alt. C -9.21 0.2 0.001 0.999 1.OE-04 Pu-239" P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -9.21 0.2 0.001 0.999 1.OE-04 Pu-240* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -9.21 0.2 0.001 0.999 1.OE-04 Pu-241* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -9.21 0.2 0.001 0.999 1.OE-04 Ra-226 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -6.91 0.7 0.001 0.999 1.OE-03 Ra-228 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -6.91 0.7 0.001 0.999 1.OE-03 Sb-125* P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -6.91 0.9 0.001 0.999 1.OE-03 Sr-90* p 2 S Truncated lognormal-n NUREG/CR-6697, All. C -4.61 0.4 0.001 0.999 1.OE-02 Tc-99* p 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -9.21 0.7 0.001 0.999 1.OE-04 Te-125m P 2 S Truncated lognormal-n NUREG/CR-6697, Alt. C -4.96 0.9 0.001 0.999 7.OE-03 Th-228 PR 2 S Truncated lognormal-n NUREG/CR-6697, All. C -9.21 1-.0 0.001 0.999 1.OE-04 Th-229 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -9.21 1.0 0.001 0.999 1.OE-04 Th-230 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -9.21 1.0 0.001 0.999 1.OE-04 Th-232 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -9.21 1.0 0.001 0.999 1.OE-04 U-233 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -7.13 0.7 0.001 0.999 8.OE-04 U-234 P 2 S Truncated lognormal-n NUREG/CR-6697, Alt. C -7.13 0.7 0.001 0.999 8.OE-04 U-235 P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -7.13 0.7 0.001 0.999 8.OE-04 U-236 P 2 S Truncated lognormal-n NUREG/CR-6697, Alt. C -7.13 0.7 0.001 0.999 8.OE-04 Ac-227 P 2 S Truncated ognormal-n MUREG/CR-6697, Alt. C -13.12 0.9 0.001 0.999 J 2.0E-06 Ag-108m* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -5.12 0.7 0.001 0.999 6.OE-03 Am-241* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -13.12 0.7 0.001 0.999 2.OE-06 Am-243 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -13.12 0.7 0.001 0.999 2.OE-06 C-14" P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -4.4 0.9 0.001 0.999 1.2E-02 15 Bartlett Engineering Calculation Calculation of DTE EF-1 DCGLS in Soil ENG-004 Revision 01 4~ .< ' j&4 _____ ~.Attachment 1-,I~nput Paaee aus T EF-1 SoiI DCGLs ______________

STreatment Ks. Value/Distribution Reference Source -Distribution's Sttsia Parameter' T.. e.- ayp Prort b.~ c ~ Value/Distribution P.. a _______1V ,2 3 Median or_____ ~Mean-Cm-242* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -13.12 0.9 0.001 0.999 2.OE-06 Cm-243* P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -13.12 0.9 0.001 0.999 2.OE-06 Co-60* P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -6.21 0.7 0.001 0.999 2.OE-03 Cs-134* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -4.61 0.5 0.001 0.999 1.OE-02 Cs-137" P 2 D 0.0139265 75'h percentile value determined in sensitivity analysis Eu-152" P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -9.72 0.9 0.001 0.999 6.OE-05 Eu-154" P 2 S Truncated lcgnormal-n NUREG/CR-6697, All. C -9.72 0.9 0.001 0.999 6.OE-05 Eu-155" P 2 S Truncated lcgnormal-n NUREG/CR-6697, All. C -9.72 0.9 0.001 0.999 6.OE-05 Fe-55* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -8.11 0.7 0.001 0.999 3.OE-04 Gd-152 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -9.72 0.9 0.001 0.999 6.OE-05 H-3* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -4.6 0.9 0.001 0.999 1.OE-02 Mn-54* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -8.11 0.7 0.001 0.999 3.OE-04 Na-22* P 2 S Truncated lognormal-n NUREG/CR-6697,;Att.

C -3.22 0.5 0.001 0.999 4.OE-02 Nb-94* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -13.12 0.7 0.001 0.999 2.OE-06 Ni-59"2 D 0.0320793 75 percentile value determined in sensitivity analysis Ni-63" P 2 D 0.0320793 7 5 h percentile value determined in sensitivity analysis .Np-237 P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -11.51 0.7 0.001 0.999 1.OE-05 Pa-231 P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -12.21 0.9 0.001 0.999 5.OE-06 Pb-210 P 2 S Truncated lognormal-n NUREG/CR-6697, Alt. C -8.11 0.9 0.001 0.999 3.OE-04 Po-210 P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -7.82 0.7 0.001 0.999 4.OE-04 Pu-238* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -13.82 0.5 0.001 0.999 1.OE-06 Pu-239* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -13.82 0.5 0.001 0.999 1.OE-06 Pu-240* P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -13.82 0.5 0.001 0.999 1.OE-06 Pu-241* P 2 S Truncated lcgnormal-n NUREG/CR-6697, All. C -13.82 0.5 0.001 0.999 1.OE-06 Ra-226 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -6.91 0.5 0.001 0.999 1.OE-03 Ra-228 P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -6.91 0.5 0.001 0.999 1.OE-03 Sb-125* P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -9.72 0.9 0.001 0.999 6.OE-05 Sr-90* P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -6.21 0.5 0.001 0.999 2.OE-03 0.00281171 75th percentile value determined in sensitivity ,analysis Tc-99* P 2 S Truncated lognermal-n NUREG/CR-6697, All. C -6.91 0.7 0.001 0.999 1 .OE-03 16 Bartlett Engineering Calculation Calculation of DTE EF-l DCGLS in Soil ENG-004 Revision 01 Te-125m P 2 S Truncated Iognormal-n NUREG/CR-6697, Att. C -7.60 0.6 0.001 0.999 5.0E-04 Th-228 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -12.21 0.9 0.001 0.999 5.0E-06 Th-229 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -12.21 0.9 0.001 0.999 5.0E-06 Th-230 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -12.21 0.9 0.001 0.999 5.OE-06 Th-232 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -12.21 0.9 0.001 0.999 5.OE-06 U-233 P 2 S Truncated lognormal-n NUREG/CR-6697, All. C -7.82 0.6 0.001 0.999 4.OE-04 U-234 P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -7.82 0.6 0.001 0.999 4.OE-04 U-235 P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -7.82 0.6 0.001 0.999 4.OE-04 U-236 P 2 S Truncated lognormal-n NUREG/CR-6697, Att. C -7.82 0.6 0.001 0.999 4.OE-04_________________________

bioaccumulation Facto rs for Fiýsh6 ((Pd i/kg)/(p6i/"Lj))~.

~ .______><

& tt Ac-227 P 2 S Lognormal-n NUREG/CR-6697, All. C 2.7 1.1 1.5E+01 Ag-108m* P 2 S Lognormal-n NUREG/CR-6697, Att. C 1.6 1.1 5.OE+00 Am-241" P 2 S Lognormal-n NUREG/CR-6697, Att. C 3.4 1.1 3.OE+01 Am-243 P 2 S Lognormal-n NUREG/CR-6697, Att. C 3.4 1.1 3.OE+01 C-14* P 2 S Lognormal-n NUREG/CR-6697, Alt. C 10.8 1.1 4.9E+04 Cm-242" P 2 S Lognormal-n NUREG/CR-6697, All. C 3.4 1.1 3.OE+01 Cm-243* P 2 S Lognormal-n NUREG/CR-6697, All. C 3.4 1.1 3.OE+01 Co-60 P .2 S Lognormal-n NUREG/CR-6697, All. C 5.7 1.1 3.OE+02 Cs-134* P 2 S Lognormal-n NUREG/CR-6697, All. C 7.6 0.7 2.OE+03 Cs-137* P 2 S Lognormal-n NUREG/CR-6697, All. C 7.6 0.7 2.OE+03 Eu-152" P 2 S Lognormal-n NUREG/CR-6697, Att. C 3.9 1.1 4.9E+01 Eu-154" P 2 S Lognormal-n NUREG/CR-6697, Att. C 3.9 1.1 4.9E+01 Eu-155* P 2 S Lognormal-n NUREG/CR-6697, Alt. C 3.9 1.1 4.9E+01 Fe-55* P 2 S Lognormal-n NUREG/CR-6697, Alt. C 5.3 1.1 2.OE+02 Gd-152 P 2 S Lognormal-n NUREG/CR-6697, All. C 3.2 1.1 2.5E+01 H-3* P 2 S Lognormal-n NUREG/CR-6697, All. C 0 -0.1 1.OE+00 Mn'-54* P 2 S Lognormal-n NUREG/CR-6697, All. C 6 1.1 4.OE+02 Na-22* P 2 S Lognormal-n NUREG/CR-6697, All. C 3 1.1 2.OE+01 Nb-94* P 2 S Lognormal-n NUREG/CR-6697, All. C 5.7 1.1 3.OE+02 Ni-59* P 2 S Lognormal-n NUREG/CR-6697, All. C 4.6 1.1 9.9E+01 Ni-63" P 2 S Lognormal-n NUREG/CR-6697, Alt. C 4.6 1.1 9.9E+01 Np-237 P 2 S Lognormal-n NUREG/CR-6697, Alt. C 3.4 1.1 3.OE+01 Pa-231 P 2 5S Lognormal-n NUREG/CR-6697, Att. C 2.3 1.1 1.0E+01 17 Bartlett Engineering Calculation Calculation of DTE EF-1 DCGLS in Soil ENG-004 Revision 01 Pb1 2ttShment 1 LoInutParameter Values: G/C TEF-1 SoilADCIGLsC57

.1 P STreatment L Value/Distribution ReferenetSource C Distributions Statistical

~ Parameter~.

Type Priorir Valu'e/Distribution

_________________

arametersd

-~~ ' .~ ~ vA 2 3 4 Median'or PPo lE 6 ..Mean Pb-210 P 2 S Lognormal-n NUREG/CR-6697, Att. C 5.7 1.1 3.OE+02 Po-210 P 2 S Lognormal-n NUREG/CR-6697, All. C 4.6 1.1 9.9E+-0l Pu-238* P 2 S Lognormal-n NUREG/CR-6697, All. C 3.4 1.1 3.OE+01 Pu-239 P 2 S Lognormal-n NUREG/CR-6697, Att. C 3.4 1.1 3.OE+01 Pu-242 P 2 S Lognormal-n NUREG/CR-6697, All. C 3.4 1.1 3.OE+01 Pu-245 P 2 S Lognormal-n NUREG/CR-6697, Att. C 3.4 1.1 3.OE+01 Ra-226 P 2 S Lognormal-n NUREG/CR-6697, All. C 3.9 1.1 4.9E+01 Ra-228 P 2 S Lognormal-n NUREG/CR-6697, All. C 3.9 1.1 4.9E+01 Sb-125* P 2 S Lognormal-n NUREG/CR-6697, All. C 4.6 1.1 9.9E+01 Sr-902 P 2 S Lognormal-n NUREG/CR-6697, All. C 4.1 1.1 6.OE+01 Tc-99 P 2 S Lognormal-n NUREG/CR-6697, Att. C 3 1.1 2.OE+01 Te-125m P 2 S Lognormal-n NUREG/CR-6697, All. C 6.0 1.1 Th-228 P 2 S Lognormal-n NUREG/CR-6697, All. C 4.6 1.1 9.9E+01 Th-229 P 2 S Lognormal-n NUREG/CR-6697, All. C 4.6 1.1 9.9E+01 Th-230 P 2 S Lognormal-n NUREG/CR-6697, All. C 4.6 1.1 9.9E+01 Th-232 P 2 S Lognormal-n NUREG/CR-6697, Alt. C 4.6 1.1 9.9E+01 U-233 P. 2 S Lognormal-n NUREG/CR-6697, All. C 2.3 1.1 1.OE+01 U-234 P 2 S Lognormal-n NUREG/CR-6697, All. C 2.3 1.1 1.:E+01 U-235 P 2 S Lognormal-n NUREG/CR-6697, All. C 2.3 1.1 1.OE+01 U-236 P 2 S Lognormal-n NUREG/CR-6697, All. C 23 111.OE+01_________________________

Bloaccumulation Factors for Crustacea/Mollusks (C/k /pC/L) .-Ac-227 P 3 D 1.OOE+03 RESRAD Default NR NR NR NR Ag-108m* P 3 D 7.70E+02 RESRAD Default NR NR NR NR Am-241* P 3 D 1.00E+03 RESRAD Default NR NR NR NR Am-243 P 3 D 1.00E+03 RESRAD Default NR NR NR NR C-14* P 3 D 9.10E+03 RESRAD Default NR NR NR NR Cm-242" P 3 D 1.OOE+03 RESRAD Default NR NR NR NR Cm-243" P 3 D 1.OOE+03 RESRAD Default NR NR NR NH Co-60* P 3 D 2.OOE+02 RESRAD Default NR NR NR NR Cs-134* P 3 D 1.OOE+02 RESRAD Default NR NR NR NR Cs-137" P 3 D 1.OOE+02 RESRAD Default NR NR NR NR Eu-152* P 3 D 1.00E+03 RESRAD Default NR NR NR NR Eu-154* P 3 D 1.OOE+03 RESRAD Default NR NR NR NR 18 Bartlett Engineering Calculation Calculation of DTE EF- I DCGLS in Soil ENG-004 Revision 01 Attachmenti 1 -Input Parameter Values: DTE EF-1 Soil DCGLs Trrea~tment

-'-<VValue/DistributionReference Source VDistibution's Statistical

~.. Parameter..

Pype Prrority h ,Value/Distribution Par 1 2 3~ 4 Medianror V <~Mean Eu-155* P 3 D 1.OOE+03 RESRAD Default NR NR NR NR Fe-55* P 3 D 3.20E+03 RESRAD Default NR NR NR NR Gd-1 52 P 3 D 1.OOE+03 RESRAD Default NH NH NH NR Hd-3 P 3 D 1.OOE+00 RESRAD Default NR NR NR NR Mn-54* P 3 D 9.OOE+04 RESRAD Default NR NR NR NR Na-22* P 3 D 2.OOE+02 RESRAD Default NR NR NR NR Nb-94* P 3 D 1.OOE+02 RESRAD Default NR NR NR NR Ni-59* P 3 D 1.OOE+02 RESRAD Default NR NR NR NR Ni-63* P 3 D 1.OOE+02 RESRAD Default NR NR NR NR Np-237 P 3 D 4.OOE+02 RESRAD Default NR NR NR NR Pa-231 P 3 D 1.10E+02 RESRAD Default NR NR NR NR Pb-210 P 3 D 1.OOE+02 RESRAD Default NR NR NR NR Po-210 P 3 D 2.OOE+04 RESRAD Default NR NR NR NR Pu-238* P 3 D 1.OOE+02 RESRAD Default NR NR NR NR Pu-239* P 3 D 1.OOE+02 RESRAD Default NR NR NR NR Pu-2403 P 3 D 1.OOE+02 RESRAD Default NR NR NR NR Pu-241* P 3 D 1.OOE+02 RESRAD Default NR NR NR NR Pa-226 P 3 D 2.50E+02 RESRAD Default NR NR NR NR Ra-228 P 3 D 2.50E+02 RESRAD Default NR NR NR NR Sb-125 P 3 D 1.OOE+01 RESRAD Default NR NR NR NR Sr-90* P 3 D 1.OOE+02 RESRAD Default NR NR NR NR Tc-99* P 3 D 5.OOE+00 RESRAD Default NR NR NR NR Te-125m P 3 D 5.OOE+00 RESRAD Default Th-228 P 3 D 5.OOE+02 RESRAD Default NH NH NH NH Th-229 P 3 D 5.OOE+02 RESRAD Default NR NR NR NR Th-230 P 3 D 5.OOE+02 RESRAD Default NR NR NR NR Th-232 P 3 D 5.OOE+02 RESRAD Default NR NR NR NR U-233 P 3 D 6.OOE+01 RESRAD Default NR NR NR NR U-234 P 3 D 6.OOE+01 RESRAD Default NR NR NR NR U-235 P 3 D 6.OOE+01 RESRAD Default NR NR NR NR U-236 P 3 D 6.00E+01 RESRAD Default NR NR NR NR Number of points 32 RESRAD Default I NR NR NR NR 19 Bartlett Engineering Calculation ENG-004 Calculation of DTE EF- I DCGLS in Soil Revision 01>. i;h Attachment 1 -sIput Para.meter Values:DTE EF-1 SoilDC(:GLs

Treatment

~,Value/Distribution Reference Source, Distribution's Statistical Parameter P rty c V

__________....___________-_...

Parameters")-<, 1 ... 3 4... M thean or :..... :! Spacing log RESRAD Default NR NR NR NR Maximum number of points forose I 17 RESRAD Default NR I I NR a p = physical, B = behavioral, M = metabolic; (see NUREG/CR-6697, Attachment B, Table 4.)b 1 = high-priority parameter, 2 = medium-priority parameter, 3 = low-priority parameter (see NUREG/CR-6697, Attachment B, Table 4.1)c D = deterministic, S = stochastic d Distributions Statistical Parameters:

Lognormal-n:

1 = mean, 2 = standard deviation Bounded lognormal-n:

1= mean, 2 = standard deviation, 3 = minimum, 4 = maximum Truncated lognormal-n:

1 = mean, 2 = standard deviation, 3 = lower quantile, 4 = upper quantile Bounded normal: 1 = mean, 2 = standard deviation, 3 = minimum, 4 = maximum Triangular:

1 = minimum, 2 = maximum, 3 = most likely Uniform: 1 = minimum, 2 = maximum* Designates principal radionuclide-of-concern; undesignated radionuclides are included as daughter products.20 11 1 .N Bartlett Engineering Calculation Calculation of DTE EF-I DCGLs in Soil Attachment 2 RESRAD Soil Single Nuclide DCGL Printouts (Selected Pages for Nb-94 only)Eng-004 Revioion 01

Z~ll le ýýC44 ý-Il WC -I6Y Nb-94 I el I )

RESRAD, Version 6.4 T Limit 0- dasO 12/16/2009 12:01 Page 1 F&-oo" Summary EF1 sensitivity analysis soil Nb-94 File. : C:\RESRAD FAMILY\RESRAD\NB94_DCGLBJD NB-95\EFI SOIL DCGLNB-94.RAD Rey I Table of Contents Part I: Mixture Sums and Single Radionuclide Guidelines Dose Conversion Factor (and Related) Parameter Summary ... 2 Site-Specific Parameter Summary .............................

3 Susmmary of Pathway Selections

...............................

7 Contaminated Zone and Total Dose Summary ...................

B Total Dose Components Time = 0.DOOE+00

..... ..................................

9 Time = 1.000E+00

... ....................................

10 Time = 3.000E+00

... ....................................

11 Time = 1.000E+01........................................

12 Time 3.000E+01

... ....................................

13 Time = 1.000E+02

... ....................................

14 Time = 3.000E+02

... ....................................

15 Time -1.000E+03

... ....................................

16 Dose/Source Ratios Summed Over All Pathways ..............

17 Single Radionuclide Soil Guidelines

........................

17 Dose Per Nuclide Summed Over All Pathways ................

18 Soil Concentration Per Nuclide ............................

1i RESRAD, version (.4 1T; Limit- = 30 days 12/16/2009 12:01 Page 2 Summary : EFI sensitivity analysissoilNb-94 File C:\RESRADFAMILY\RESRAD\NB94_DCIGLBJDNB-95\EFI SdIL DCGLNB-94.RAD Dose Conversion Factor (and Related) Parameter Summary Dose Library: FGR 11 Current Base Parameter Menu Parameter Value# Case* Name I I Iga -ott, R" A-I DCF's for external ground radiation, (mrem/yr)/(pCi/g)

A-i Nb-94 (Source: FGR 12)B-i Dose conversion factors for inhalation, mrem/pCi: B-i Nb-94 D-1 Dose conversion factors for ingestion, mrem/pCi: D-1 Nb-94 D-34 Food transfer factors: D-34 Nb-94 , plant/soil concentration ratio, dimensionless D-34 Nb-94 , beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

D-34 Nb-94 , milk/livestock-intake ratio, (pCi/L)/(pCi/d)

D-5 Bioaccumulation factors, fresh water, L/kg: D-5 Nb-94 , fish D-5 Nb-94 , crustacea and mollusks 9.677E+00 4.140E-04 7.140E-06 1.OOOE-02 3.OOOE-07 2.000E-06 3.000E+02 1.OOOE+02 9.677E+00 DCF1(4.140E-04 i DCF2(7.140E-06 DCF3(1.000E-02 RTF(3.000E-07 RTF(2.000E-06 RTF(3.OOOE+02 BIOFA(i.O00E+02 BIOFA(1)1)1~)1,2)1,3)( 1,1)C( 1,2)#For DCFI(xxx) only, factors are for infinite depth & area. See*Base Case means Default.Lib w/o Associate Nuclide contributions.

ETFG table in Ground Pathway of Detailed Report.3ý4/11 RESSAD, Version 614 V TI Limit.= 30 days 12/16/2009 i2:01 Page 3 Summary : EF! sensitivity analysis soil Nb-94 o File : C:\RESRADFAMILY\RESRAD\NB94_DCGLBJDNB-95\EFl SOIL DCGL_NB-94.RAD Site-Specific Parameter Summary User Used by RESRAD Parameter Menuj Parameter Input Default (If different from user input) Name Roll Area of contaminated zone (m**2) 7S855E+03 1.OOOE+04

--- AREA R011 Thickness of contaminated zone (m) 1.524E-01 2.000E+00

--- THICKO Roll Length parallel to aquifer flow (m) 1.000E+02 1.000E+02

-- LCZPAQ R011 Basic radiation dose limit (mrem/yr) 2.500E+01 3.000E+01

--- BRDL Roll Time since placement of material (yr) 0.000E+00 0.OOOE+00

--- TI Roll Times for calculations (yr) 1.000E+00 1.000E+00

--T( 2)Roll Times for calculations (yr) 3.000E+00 3.000E+00

--- T( 3)Roll Times for calculations (yr) 1.000E+01 1.000E+01

--T( 4)Roll Times for calculations (yr) 3.000E+01 3.000E+01

--- T( 5)R011 Times for calculations (yr) 1.000E+02 I1.000E+02

--T( 6)R011 Times for calculations (yr) 3.000E+02 3.0O0E+02

--- T( 7)Roll Times for calculations (yr) 1.000E+03 1.000E+03

--- T( 8)Roll Times for calculations (yr) not used 0.000E+00

--- T( 9)Roll Times for calculations (yr) not used 0.000E+00

--- T(10)R012 Initial principal radionuclide (pCi/g): Nb-94 [-i.000E+00 0.OO0E+00-I

--- Si(1)R012 Concentration in groundwater (pCi/L): Nb-94 not used 0.00E+00I

--- J Wit 1)R013 Cover depth (m) 0.000E+00 0.000E+00

--- COVERO R013 Density of cover material (g/cm**3) not used 1.500E+00

--- DENSCV R013 Cover depth erosion rate (m/yr) not used 1.005E-03

--- VCV R013 Density of contaminated zone (g/cm**3) 1.696E+00 1.500E+00 DENSCZ R013 Contaminated zone erosion rate (m/yr) 6.0005-04 1.000E-03

--- VCZ R013 Contaminated zone total porosity 3.600E-81 4.000E-01

--- TPCZ R013 Contaminated zone field capacity 6.400E-02 2.000E-01 j-FCCZ R013 Contaminated zone hydraulic conductivity (m/yr) 1.670E+00 1.000E+01 HCCZ R013 Contaminated zone b parameter 9.875E+00 5.300E+00

--- BCZ R013 Average annual wind speed (m/sec) 2.910E+00 2.000E+00

--- WIND'R013 Humidity in air (g/m**3) not used 8.000E+00

--- HUMID R013 Evapotranspiration coefficient 5.005E-01 5.000E-01

--- EVAPTR R013 Precipitation (m/yr) 8.400E-01 1.000E+00

--- PRECIP R013 Irrigation (m/yr) 2.000E-01 2.000E-01

--- RI R013 Irrigation mode overhead overhead j--- DITCH R013 Runoff coefficient 2.000E-01 2.000E-01

--- RUNOFF R013 Watershed area for nearby stream or pond (in**2) 2.820E+08 1.005E+06 WAREA R013 Accuracy for water/soil computations 1.006E-03 1.000E-03 EPS R014 Density of saturated zone (g/cm**3) 1.696E+00 1.500E+0 R014 Saturated zone total porosity 3.600E-01 4.000E-01

-- TPSZ R014 Saturated zone effective porosity 3.000E-02 2.0005-01

--- EPSZ R014 Saturated zone field capacity 6.400E-02 2.000E-01

--- FCSZ R014 Saturated zone hydraulic conductivity (m/yr) 1.335E+03 1.000E+02

--- HCSZ R014 Saturated zone hydraulic gradient 2.000E-03 2.000E-02

--- HGWT R014 Saturated zone b parameter 9.875E+00 5.300E+00

--- BSZ R014 Water table drop rate (m/yr) 1.000E-03 I1.O0E-03

--- VWT R014 Well pump intake depth (m below water table) 1.000E+01 1.OOOE+01

--- DWIBWT R014 Model: Nondispersion (ND) or Mass-Balance (MR) D ND ---N MODEL R014 Well pumping rate (m**3/yr) 2.500E+02 2.500E+02

--- UW R015 Number of unsaturated zone strata NS tiI wic.-E J/ j .-r ' V t.-LC-. a'- OI.2/6/00 2:1 ag RESHAD, Version 6.4 TL2 Limit = 30 day? 1/16/2009 12:01 Page 4 Summary : EFl sensitivity analysis soilNb-94 File C:\RESRADFAMILY\RESRAD\NB94_DCGLBJUDNB-95\EFI SOIL DCGL_NB-94.HAD Site-Specific Parameter Summary (continued) r.ev N User Input Default Used by RESRAD (If different from user input)Parameter Name Parameter i i i i R015 R015 R015 R015 R015 HO015 R015 R016 R016 R016 R016 R016 R016 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 Unsat.Unsat.Unsat.Unsat.Unsat.Unsat.Unsat.zone zone zone zone zone zone zone 1, 1, 1,'V 1, 1, 1, thickness (m)soil density (g/cm**3)total porosity effective porosity field capacity soil-specific b parameter hydraulic conductivity (m/yr)Distribution coefficients for Nb-94 Contaminated zone (cm**3/g)Unsaturated zone 1 (cm**3/g)Saturated'zone (cm**3/g)Leach rate (/yr)Solubility constant Inhalation rate (m**3/yr)Mass loading for inhalation (g/m**3)Exposure duration Shielding factor, inhalation Shielding factor, external gamma Fraction of time spent indoors Fraction of time spent outdoors (on site)Shape factor flag, external gamma Radii of shape factor array (used if FS = -1): Outer annular radius (m), ring 1: Outer annular radius (m), ring 2: Outer annular radius (m), ring 3: Outer annular radius (m), ring 4: Outer annular radius (m), ring 5: Outer annular radius (m), ring 6: Outer annular radius (m), ring 7: Outer annular radius (m), ring 8: Outer annular radius (m), ring 9: Outer annular radius (m), ring 10: Outer annular radius (m), ring 11: Outer annular radius (i), ring 12: -1.800E+00 1.696E+00 3.600E-01 5.000E-02 6.400E-02 9.875E+00 1.670E+00 3.302E+03 0.0003+00 0.000E+00 0.0003+00 0 .o000+00 8.4001+03 2.330E-05 3.0003+01 5.500E-01 30982E-01 6.571E-01 1.181E-01 1.000E400 not used not used not used not used not used not used not used not used not used not used not used not used 4.000E+00 1.500E+00 4.000E-01 2.000E-01 2. 000E-01 5.300E+00 1.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 8.400E+03 1.000E-04 3.000E+01 4.000E-01 7.000E-01 5.000E-01 2.500E-01 1. 000E+00 5.000E+01 7.071E+01 0.000E+00 0.000E+00 0.000E+00 0.00OE+00 0.000E+00 0.0003+00 0.0003+00 0.0001+00 0.000E+00 0.000E+00 H(1)DENSUZ(1)TPUZ(1)EPUZ (1)FCUZ (1)BUZ (1)HCUZ (1)5. 109E-04 not used>0 shows circular AREA.DCNUCC(DCNUCU(DCNUCS(ALEACH(SOLU0 K(1)1,1)1)1)1)INHALR MLINH ED SHF3 SHFI FIND FOTD FS HADSHAPE( 1)RAD_SHAPE( 2)RADSHAPE( 3)SAD_SHAPE( 4)SAD SHAPE( 5)SAD SHAPE( 6)SADSHAPE( 7)RADCSHAPE( 8)RADSHAPE( 9)PAD_SHAPE(10)

BADSHAPE(11)

SAD SHAPE(12)s&4I RES=RAD, TýV' timt = Ye 1 t' V V 1'2/'1'6/2 0 0 9 12:01 Page 5 Summary : EF1 sensitivity analysissoil Nb-94 File : C:\RESRADFAMILY\RESRAD\NB94 DOUL BJDN9B-95\EFI SOIL DCGLNB-94.RAD Site-Specific Parameter Summary (continued)

EN~ At) CL)Atv I Menu R017 R017 R017 R017 ROY7 R017 R017 R017 R017 R017 R017 R017 R017 R018 R018 R018 R018 R018 R018 R018 R018 R018 R018 R018 R018 RO18 RO1 R018 R018 R019 R019 R019 R019 R019 R019 R019 R019 R019 R019 R019 R019 L DC C C C C C Parameter Fractions Ring 1 Ring 2 Ring 3 Ring 4 Ring 5 Ring 6 Ring 7 Ring 8 Ring 9 Ring 10 Ring 11 Ring 12 of annular areas within AREA: Fruits, vegetables and grain consumption (kg/yr)eafy vegetable consumption (kg/yr)Milk consumption (L/yr)feat and poultry consumption (kg/yr)Fish consumption (kg/yr))ther seafood consumption (kg/yr)oil ingestion rate (g/yr)Irinking water intake (L/yr)ontamination ontamination ontamination ontamination ontamination ontamination ontamination ontamination fraction of drinking water fraction of household water fraction of livestock water fraction of irrigation water fraction of aquatic food fraction of plant food fraction of meat fraction of milk no no no no no no no no no no no no 1.2.2.6.2.9.4.I.no 1.5.4.2.2.1.2.6.5.6.5.4.2.2.1.no 1.1.2.2.1.2.4 1.S.User Input Default it used 1.000E+00 it used 2.732E-01 it used O.O0OE+00.t used 0.000E+00*t used 0.000E+00.t used 0.000E+00.t used 0.000E+00 t used 0.000E+00 t used j0000E+00.t used j0000E+00 t used 0.000E+00 t used 0.000E+00 120E+02 1.600E+02 140E+01 1.400E+01 330E+02 9.200E+01 510E+01 6.300E+01 060E+01 5.400E+00 000E-01 9.000E-01 826E+01 3.650E+01 785E+02 5.100E+02 000E+00 1.000E+00 t used 1.000E+00 000E+00 1.000E+00 000E+00 1,000E+00 OOOE+00 5.000E-01 000E+00 1-I 000E+00 1-i 000E+00 1-I 710E+01 6.800E+01 320E+01 5.500E+01 000E+01 5.000E+01 000E+01 1.600E+02 000E-01 5.006E-01 000E-04 1.000E-04 300E-01 1.500E-01 050E+00 9.000E-01 000E+00 1.000E+00 t used 1.000E+00 000E+00 1.000E+00 000E+C0 1.000E+00 880E+00 7.000E-01 889E+00 1.500E+00 887E+00 1.100E+00 460E-01 1.700E-01 230E-01 2:500Z-01 200F-02 8.000F-02 Used by RESRAD (If different from user input)FRACA 1I)FRACA( 2)FRACA 3)FRACA( 4)FRACA 5)FRACA 6)FRACA 7)FRACA B )FRACA 9)FRACA (10)FRACA (11)FRACA(12)DIET (1)DIET (2)DIET (3)DIET (4)DIET(5)DIET)(6)SOIL DWI FDW FHHW FLW FIRW FR9 FPLANT FMEAT FMILK LFI5 LFI6 LWIS LWI6 LSI NLFD DM DROOT PGWDW FGWH1 FGWLW FGWIR YV (1)YV(2)YV (3)TE(1)TE(2)TE (3)Parameter Name Livestock fodder intake for meat (kg/day)Livestock fodder intake for milk (kg/day)Livestock water intake for meat (L/day)Livestock water intake for milk (L/day)Livestock soil intake.(kg/day)

Mass loading for foliar deposition (g/m**3)Depth of soil mixing layer (m)Depth of roots (m)Drinking water fraction from ground water Household water fraction from ground water Livestock water fraction from ground water Irrigation fraction from ground water Wet weight crop yield for Non-Leafy (kg/m**2)Wet weight crop yield for Leafy (kg/m*i2)Wet weight crop yield for Fodder (kg/m**2)Growing Season for Non-Leafy (years)Growing Season for Leafy (years)Growing Season for Fodder (years)1' &/i RESAD~ronI "6 &~Ysi~~o h~" -?2Ylt 2009 12:01 Page 6 Page6N& -ooV Summary : EF sensitivity analysissoil Nb-94 File : C:\RESRAD_FAMILY\RESRAD\NB94_DCGL BJD NB-95\EFI SOIL DCGL_NB-94.RAD Site-Specific Parameter Summary (continued)

User Used by RESRAD Parameter Menu Parameter Input Default (If different from user input) Name RI1B Translocation Factor for Non-Leafy 1.OOOE-01 1.000E-01 j TIV(i)Ri9B Translocation Factor for Leafy 1.000E+00 1.000E+00

--- TIV(2)Ri1B Translocation Factor for Fodder 1.000E+00 1.000E+00 TIV(3)R19B Dry Foliar Interception Fraction for Non-Leafy 3.500E-01 2.500E-01

--- RDRY(l)R19B Dry Foliar Interception Fraction for Leafy 3.500E-01 2.500E-01

-RDRY(2)R19B Dry Foliar Interception Fraction for Fodder 3.500E-01 2.500E-01

--- RDRY(3)R19B Wet Foliar Interception Fraction for Non-Leafy 3.500E-01 2.500E-01

--- RWET(1)R19B Wet Foliar Interception Fraction for Leafy 5.800E-01 2.500E-01

-- RWET(2)R19B Wet Foliar Interception Fraction for Fodder 3.500E-01 2.500E-01

--- RWET(3)R19B Weathering Removal Constant for Vegetation 3.300E+01 2.OCO0+01

--- WLAM C14 C-12 concentration in water (g/cm**3) not used 2.000E-05

--- C12WTR C14 C-12 concentration in contaminated soil (g/g) not used 3.COOE-02

--- CI12CZ C14 Fraction of vegetation carbon from soil not used 2.OCCE-02

--- CSOIL C14 Fraction of vegetation carbon from air not used 9.800E-01

--- CAIR C14 C-14 evasion layer thickness in soil (m) not used 3.000E-01

--- DMC C14 C-14 evasion flux rate from soil (1/sec) not used 7.000E-07

--- EVSN C14 C-12 evasion flux rate from soil (1/sec) not used 1.000E-10

--- REVSN C14 Fraction of grain in beef cattle feed not used 8.000CE-01

--- AVFG4 C14 Fraction of grain in milk cow feed not used 2.000W-C1 AVFG5 STOR Storage times of contaminated foodstuffs (days): STOR Fruits, non-leafy vegetables, and grain 1.400E+01 1.400E+01

-- STORT(l)STOR Leafy vegetables 1.000E+00 1.000E+00 -STORT(2)STOR Milk 1.000E+00 1.000E+00

--- STORT(3)STOR Meat and poultry 2.000E+01 2.000E+01

--- STORT(4)STOR Fish 7.000E+00 7.000E+00

--- STOR T(5)STOR Crustacea and mollusks 7.000E+00 7.CCCE+00

--- STORT(6)STOR Well water 1.000E+00 1.000E+00

--- STOR T(7)STOR Surface water 1.000E+00 1.000E+00 STOR T(8)STOR Livestock fodder 4.500E+01 4.500E+01

---STORT(9)R021 Thickness of building foundation (m) not used 1.500E-01 j-FLOOR1 R021 ]-Bulk density of building foundation (g/cm**3) not used 2.400E+00

--- DENSFL R021 Total porosity of the cover material not used 4.000E-01

--- TPCV R021 Total porosity of the building foundation not used 1.00E TPFL R021 Volumetric water content of the cover material not used 5.000E-02

---PH2CV R021 Volumetric water content of the foundation not used 3.000E-02

--PH2OFL R021 Diffusion coefficient for radon gas (m/sec): R021 in cover material not used 2.00CE-06

--- DIFCV R021 in foundation material not used 3.000E-07

--DIFFL R021 in contaminated zone soil not used 2.00-E-06

--- DIFCZ R021 Radon vertical dimension of mixing (m) not used 2.000E+00 HMIX R021 Average building air exchange rate (l/hr) not used 5.000E-01

--- REXG R021 Height of the building (room) (m) not used 2.500E+00 j-HRM R021 Building interior area factor not used 0.000E+00

--- FAI R021 Building depth below ground surface (m) I not used I-l.000E+00 I --- DMFL R021 Emanating power of Rn-222 gas j not used 2.500E-01

--- EMANA(l)R021 Emanating power of Rn-220 gas not used 1.50CE-0l I I EMANA(2)TI I TITIL Number of graphical time points 32 -- I--NPTS R SAD-, Vert .W bLlmit' ..=ay ) 6/2009 12:01 Page 7 Summary EFI sensitivity analysis soil Nb-94 File C:\RESRADFAMILY\RESRAD\NB94_DCGLBJDNB-95\EF1 SOIL DCGLNB-94.RAD Site-Specific Parameter Summary (continued)

-,. , S 4~Cr~V9 t~e 'I i i User Input I Used by RESRAD Default I (If different from user input)Parameter Name Parameter TITL Maximum number of integration points for dose I 17 I --- I --- LYMAX TITL Maximum number of integration points for risk 1 --- KYMAX Summary of Pathway Selections Pathway User Selection 1 -- external gamma active 2 -- inhalation (w/o radon) active 3 -- plant ingestion active 4 -- meat ingestion active 5 -- milk ingestion active 6 -- aquatic foods active 7 -- drinking water active 8 -- soil ingestion active 9 -- radon suppressed Find peak pathway doses active t'4~~~s~~rvdu 6/§4cA~~ 2 009 12:01 Page Probabilistic results summary : EFI sensitivity analysis soil Nb-94 File : C:\RESRADFAMILY\RESRAD\NB94_DCGLBJDDNB-95\EFl SOIL DCGL NB-94.RAD Table of Contents Part VI: Uncertainty Analysis UNQ-bo RESRAD Uncertainty Analysis Results Probabilistic Input .................................

Total Dose ..........................................

Total Risk ..........................................

Dose vs Pathway: Ground External ...................

2 3 4 Dose vs Dose vs Dose vs Dose vs Dose vs Dose vs Dose vs Dose vs Dose vs Dose vs Dose vs Pathway: Pathway: Pathway: Pathway: Pathway: Pathway: Pathway: Pathway: Pathway: Pathway: Pathway: Inhalation (w/o Radon) ............

Radon .(Water Ind.) ................

Plant (Water Ind.) ................

Meat (Water Ind.) ................

Milk (Water Ind.) ................

Soil Ingestion

....................

Water Ingestion

...................

Fish Ingestion

....................

Radon (Water Dep.) ................

Plant (Water Dep.) ................

Meat (Water Dep.) ................

Milk (Water Dep.) ................

6 7 8 9 i0 12 13 14 15 16 17 18 19 20 21 Dose vs Pathway: Cumulative Probability Summary .......................

Summary of dose at graphical times, reptition 1 .....Peak of the mean dose at graphical times .............

Correlation and Regression coefficients (if any) .....Qd(11if RSAVersionf 67 "I~ %aZt Zht ~'s /Z 16O/ 16/20/0oo 12: 01 Page 2 Probabilistic results summary :EF1 sensitivity analysissoilNb-94 File : C:\RESRADFAMILY\RESRAD\NB94_DCGLBJDNB-95\EF1 SOIL DCGL_NB-94.RAD Probabilistic Input Number of Sample Runs: 2000 ,-.~ .'teA) 1 Number Name Distribution Parameters 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 DENSCZ TPCZ BCZ DENSAQ TPSZ BSZ DENSUZ(1)TPUZ (1)BUZ (1)EPSSZ EPUZ(1)SHF3 MLINH DROOT DM WLAM RWET (2)YV (1)EVAPTR DWIBWT UW RI HCCZ HCSZ HCUZ (1)BRTF(41, 1)BRTF(41,2)

BRTF(41, 3)BBIO (41,1)DCACTUI(1)

OCACTS(1)BOUNDED NORMAL BOUNDED NORMAL BOUNDED LOGNORMAL-N BOUNDED NORMAL BOUNDED NORMAL BOUNDED LOGNORMAL-N BOUNDED NORMAL BOUNDED NORMAL BOUNDED LOGNORMAL-N BOUNDED NORMAL TRUNCATED NORMAL UNIFORM CONTINUOUS LINEAR UNIFORM TRIANGULAR TRIANGULAR TRIANGULAR TRUNCATED LOGNORMAL-N UNIFORM TRIANGULAR UNIFORM UNIFORM BOUNDED LOGNORMAL-N BOUNDED LOGNORMAL-N BOUNDED LOGNORMAL-N TRUNCATED LOGNORMAL-N TRUNCATED LOGNORMAL-N TRUNCATED LOGNORMAL-N LOGNORMAL-N TRUNCATED LOGNORMAL-N TRUNCATED LOGNCRMAL-N 1.5635 .2385.41 .0899.632 .282 1.5635 .2385.41 .0899.632 .282 1.5635 .2385.41 .0899.632 .282.346 .0915.346 .0915.15 .95 8 0.3 4 0 .15 5.1 18.06 .67.56 .48.5 .75 6 10 1141 2157.344 .852 5.022 1.33 5.022 1.33 5.02 1.33-4.61 1.1-13.82 .9-13.12 .7 5.7 1.1 5.94 3.22 5.94 3.22.827.1322.786.827.1322.786.827.1322.786.0629.0629 2.3.6878 4.5 2.3-.6878 4.5 2.3.6878 4.5-.628 -.628 0.000008 .0151 .000016 .1365 .0000W.6 84.95.001.999 30 2.49 2.49 2.49.001.001.001 9250 9250 9250L.999.999.999.001 .999,.001 .999/0 ý il S TY '&Ct h' '3',a 10/2/16/2009 12:01 Page 20 Probabilistic results summsary : EFT sensitivity analys is soil Nb)-94 File : C:\RESRADFAMILY\RESRAD\NB94_DCGLBJDNB-95\EFI SOIL DCGL_NB-94.RAD A Peak of the mean dose (averaged over observations) at graphical times Repetition Time of peak mean dose Peak mean dose Years mrem/yr 1 0.000E+00 3.178E+00 I, ~if