Text

Calculation YA-CALC-00-004-04, Analysis of Dose to Future Residents from Soil, Concrete & Steel Debris Deposited at the Waste Control Specialists Disposal Facility
	ML043630467
Person / Time
Site:	Yankee Rowe
Issue date:	12/22/2004
From:	Harrington C; Yankee Atomic Electric Co
To:	; NRC/FSME
References
	BYR 2004-136 YA-CALC-00-004-04
	Download: ML043630467 (93)
	v • d • e

Docket No. 50-29 BYR 2004-136 Yankee Nuclear Power Station Resident/Farmer Dose Assessment December 2004

12/23/2004 02:43 9784561291 CN ASSOCIATES PAGE 1/ 81 CALCULATION TITLE PAGE Analysis of Dose to Future Residents from Soil, Concrete, and Steel Debris Deposited at the Waste Control Specialists Disposal Facility Title YA-CALC-00-004-04 Calculation Number Executive Summary:

Three dose analyses were performed using RESRAD Version 6.21 to assess the dose from residual radioactivity in soll. concrete, and steel debris to the future hypothetical resident farmer at the Waste Control Specialists, LLC hazardous waste landfill. This calculation presents the methodology used to define key input parameters for the analyses and presents the results.

Approvals (Print & Sign Name)

Preparer Cynthia Harrington Date:

Preparer Estella Keefer Date:

Reviewer Ron Cardarelli Y,

/fae Az/2 Sectlons: A-E, Attachment 2 Date: 12-22-04 Reviewer. A LLc, ck-KS W0

-.--ection:

-L Date:

Reviewer Section:

Date:

Approver (Cognizant Maneger):Gl I

hed man jy\\

Date: t 9 c1-/b41 DOM FORM 1.5-1A Page 1

12/22/2004 21: 8a 5088241161 STAPLES 259 PAGE 02 STAPLES 259 PAGE 82 12/22/2B4 21:a 5888241181 CALCULATION TITLE PAGE Analysis of Dose to Future Residents from Soil, C4ncrele, and Steel Debris Deposited.at the Waste Control.Gpedalists Oisposal Facility Title YA-CALC-OG-004-04.

Calculation Number Executlve Summary:

Three dose analyses were performed using RESRAD Version 6.21 'to assess the dose from residual radioaclivity In soil, Concrete, and steel debris to the future hypothqticat resident farmer at the Waste Control Specialists, LLC hazardous waste landfill. This calculationipresents the methodology used to define

-key input parameters for the analyses and presents the results.

a Approvals (Print & Sign Name)

Preparer. Cynthia Harrington Preparer Estella Keefer Data Reviewer:

Section:

Date:

Reviewer_

Section:

Date.,

Reviewer:

Section:

Date:

Approver (Cognizant Manager):

Date:

I I

ii I.

I I

DCM FORM 1.5-1A Page 1

Dec 23 04 11 :39a STAPLES l1US 6175472375 p.1 CALCULATION TITLE PAGE 9

Analysis of Dose to Future Residents from Soil, Concrete, and Steel Debris Deposited at the Waste Control Specialists Disposal Facility Title YA-CALC-00-004-04 Calculation Number Executive Summary:

Three dose analyses were performed using RESRAD Version 6.21 to assess the dose from residual radioactivity in soil, concrete, and steel debris to the future hypothetical resident farmer at the Waste Control Specialists, LLC hazardous waste landfill. This calculation presents the methodology used to define key input parameters for the analyses and presents the results.

Approvals (Print & Sign Name)

Preparer: Cynthia Harrington Date:

Preparer: Estella Keefer Date: /I-Z. -

t Reviewer: Ron Cardarelli Sections: A-E, Attachment 2 Date: 12-22-04 Revlewer Section:

Date:

Reviewer Section:

Date:

Approver (Cognizant Manager):

Date:

DOM FORM 1.5-1A Page 1 I

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete, and Steel Debris at WCS Page: 2 TABLE OF CONTENTS Paoe A.

PURPOSE:.............................................

3 B.

SUMMARY

OF RESULTS:.............................................

3 C.

REFERENCES:

4 D.

ASSUMPTIONS:.............................................

5 E.

METHOD / BODY OF CALCULATION:.............................................

6 TABLES Table 1. Dose/Source Ratios for YNPS Debris Materials.3 Table 2. YNPS Radionuclide List................................................................... ;

5 Table 3. WCS and YNPS Specific Parameters

.7 Table 4. Dose/Source Ratios for YNPS Debris Materials

.8 ATTACHMENTS No. of Pages. Internal Communications.

3. RESRAD Parameter Calculations.

2. RESRA D 6.21-Input Parameters for Soil Analysis.

4. RESRA D 6.21-Input Parameters for Concrete Analysis.

5. RESRA D 6.21-Input Parameters for Steel Analysis.

4. RESRAD Input/Output Files for Analysis of Soil, Concrete, and Steel Debris.64

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete, and Steel Debris at WCS Calculation No. YA-CALC-00-004-04 Page: 3 A. PURPOSE:

The purpose of this calculation is to identify key input parameters used in the RESRAD Resident Farmer Scenario and to present the results of dose analyses for soil, concrete, and steel debris. The debris originated from decommissioning activities at the Yankee Rowe site. The dose analysis results will be used to evaluate the possibility of alternative disposal of the debris at the Waste Control Specialists, LLC hazardous waste landfill, in accordance with I OCFR20.2002 (Ref. 1).

B.

SUMMARY

OF RESULTS:

The maximum hypothetical doses to the critical group, for all three media, are due to radon. The radon water independent pathway doses are attributable to the burial of waste containing Pu-238 and are maximized at 1000 years. Ratios for all other radionuclides of importance at the Yankee Rowe site (Table 2) are less than 1.OE-30 mremlyear per pCi/g. The dose conversion factors or dose/source ratios (mrem/year per pCi/g) from the soil, concrete, and steel are given in Table 1 below.

Table 1 Dose/Source Ratios for YNPS Debris Materials Nuclide Soil Concrete Steel mrem/yr per pCEg mremlyr per pCi/g mrem/yr per pCig Ag-108m 1.1 E-40 1.1 E-40 1.1 E-40 Am-241 O.OE+00 O.OE+00 O.OE+00 C-14 O.OE+00 O.OE+00 O.OE+00 Cm-243 O.OE+0O O.OE+00 O.OOE+00 Co-60 1.6E-32 1.6E-32 1.6E-32 Cs-I34 4.3E-39 4.3E-39 4.3E-39 Cs-1 37 2.6E-40 2.6E-40 2.6E-40 Eu-152 1.5E-35 1.5E-35 1.5E-35 Eu-I 54 1.6E-34 1.6E-34 1.6E-34 Eu-I 55 O.OE+00 O.OE+00 O.OE+00 Fe-55 O.OE+00 O.OE+00 O.OE+00 H-3 I.1E-32*

6.OE-29 2.8E-33*

Nb-94 3.6E-38 3.6E-38 3.6E-38 Ni-63 O.OE+OO O.OE+OO O.OE+OO Pu-238 6.2E-07*

1.2E-06 3.6E-07*

Pu-239 O.OE+OO O.OE+OO O.OE+OO Pu-241 O.OE+OO O.OE+OO O.OE+0O Sb-125 1.OE-42 1.OE-42 1.OE-42 Sr-90 O.OE+OO O.OE+OO O.OE+OO Tc-99 O.OE+OO O.OE+OO O.OE+OO

Dose at t = 1000 years. All other doses are at t = 0 years.

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-O0-004-04 Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete, and Steel Debris at WCS Page: 4 C.

REFERENCES:

1. CFR Title 10, Section 20.2002, "Method for Obtaining Approval of Proposed Disposal Procedures."

2. 'Petition for Adoption of Rules," submitted by Waste Controls Specialists, LLC to the Texas Department of Health, July 26, 2002.

3. YA-REPT-00-001-03, "Radionuclide Selection for DCGL Determination," October 2003.

4. NUREG/CR-5512, "Residual Radioactive Contamination From Decommissioning" Volume 1: "Technical Basis for Translating Contamination Levels to Annual TEDE,"

October 1992.

Volume 2: "User's Manual DandD Version 2.1," April 2001.

Volume 3: "Parameter Analysis, Draft Report for Comment," October 1999.

5. ANUEAD-4, "Users Manual for RESRAD Version 6.0," Yu, C. et al., July 2001.

6. YA-CALC-01-001-03, " RESRAD 6.21 Sensitivity Analysis for Resident Farmer Scenario-Soil," December 2003.

7. YA-CALC-00-002-04, "RESRAD 6.21 Sensitivity Analysis and Derived Concentration Guideline Levels (DCGLs) for Concrete Debris," September 2004.

8. Attachment 1, Internal Communication, 2004.

9. "Data Collection Handbook to Support Modeling Impacts of Radioactive Material in Soil,"

Yu, C., et al, Argonne National Laboratory, April 1993.

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete, and Steel Debris at WCS Page: 5 D. ASSUMPTIONS:

1. Waste Control Specialist (WCS) Waste Disposal Facility Description WCS operates a RCRA Subtitle C disposal facility in Andrews County in western Texas. This facility has submitted a proposal to the Texas Department of Health to request the ability to dispose of certain low activity licensed radioactive material in a RCRA disposal cell. The site characteristics, taken from the proposal (Ref. 2), are consistent with a "dry" waste site classification and have been used to determine site-specific input parameter values for the dose analysis. The site is described as being comprised of a RCRA compliant cell underlain by a compacted-clay unsaturated zone extending 300 m. The assumed media for the saturated zone is sand, with clay assumed as the cover material for cell closure.

2. YNPS Debris Description Three types of debris, soil, concrete, and steel, are being considered for disposal at the WCS site. The five million pounds of soil being modeled is representative of the soil type identified for the YNPS site in Reference 6. The assumptions concerning the characteristics of the concrete debris are consistent with those made for the evaluation of concrete that is expected to remain at the YNPS site (Ref. 7) and for the density and weight information found in Reference 8. For the steel debris, the assumption is made that the contamination resides on the surface of the steel, and will be immediately transferred to surrounding soil at the WCS site, upon burial. Thus, the WCS contaminated zone soil type is applied to the steel analysis, and a volume of soil equal to the volume of steel is assumed.

3. Radionuclide List The dose analysis runs for the RESRAD Resident Farmer scenario were performed for the radionuclides listed in Table 2. This list of radionuclides was developed by consideration of historical data for the Rowe site, waste stream analyses, and source terms in NUREG guidance to encompass the radionuclides that may present a significant dose impact (Ref. 3).

Table 2 YNPS Radionuclide List H-3 Tc-99 Eu-1 55 C-14 Ag-108m Pu-238 Fe-55 Sb-125 Pu-239 Co-60 Cs-134 Pu-241 Ni-63 Cs-137 Am-241 Sr-90 Eu-1 52 Cm-243 Nb-94 Eu-1 54

4. Dose Model: The Resident Farmer Scenario of RESRAD 6.21 The dose model used to perform the analyses and to calculate subsequent dose conversion factors (mrem/yr per pCi/g) is based upon the Resident Farmer Scenario defined in NUREG/CR-5512 Volumes 1, 2, and 3 (Ref. 4). The dose model translates residual soil radioactivity into potential radiation dose and is defined by the scenario, exposure pathways, and the critical group. The resident farmer scenario is a reasonably conservative bounding scenario, which generally overestimates (rather than underestimates) potential dose.

In this scenario, it is assumed that the land containing the residual radioactivity will be used for residential and light farming activities. The residential farming family is postulated to live onsite, raise crops and livestock for consumption, and drink water from a ground water source onsite. The dose from residual radionuclides in the soil is evaluated for the average member of the critical group. The critical group represents the group reasonably expected to receive the greatest exposure, given the scenario, to residual radioactivity.

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete, and Steel Debris at WCS Page: 6 The potential exposure pathways that define the residential farmer scenario are:

1.

Direct exposure to external radiation from radionuclides in the soil,

2.

Internal dose from inhalation of airborne radionuclides, and

3.

Internal dose from ingestion of radionuclides in

a. Crops grown on the property and irrigated with water obtained onsite,

b. Meat and milk obtained from livestock fed fodder and water produced onsite,

c. Drinking water from an onsite well,

d. Soil.

5. Conceptual Model Underlying the Dose Model The conceptual model used in the code is based on the Yankee Rowe waste and WCS site characteristics. The model is comprised of a contaminated zone underlain by an unsaturated zone underlain by a saturated zone. The contaminated zone is covered by 4.6 meters of uncontaminated material and the ground water is initially uncontaminated. The contaminated zone area and depth are determined from the estimated waste volume, in accordance with Attachment 2. The actual dimensions of the RCRA disposal cell are 183m by 30m with a depth of 21 m, (600'x 100'x 70', Reference 8,.1). Preliminary analyses were conducted to determine the contaminated zone configuration, within the physical confines of the cell, which would result in the most conservative results. The soil and steel analyses resulted in a configuration that assumes the RESRAD default depth of 2 m and an area based on the volume of material. For the concrete analysis, the volume of debris is determined from the sum of the weights given in Reference 8 (refer to 1.2 and 1.3). For this volume, the most conservative contaminated zone configuration assumes that the material was deposited to the actual depth of the disposal cell. The model is consistent with that described by Yu et al., 1993 (Ref. 5). All pathways were included in the model except the aquatic foods pathway. Reference 2 indicates that typically no surface water exists within 50 miles of the WCS dry landfill site.

E. METHOD I BODY OF CALCULATION:

1. Parameter Selection Process The dose and conceptual models are quantified by a set of input parameters. Site-specific parameters were used where available for the WCS "dry" site in Andrews, Texas. These parameters, derived from Reference 2, are listed in Attachments 3 - 5. The contaminated zone area and length parallel to the aquifer were calculated based on the RESRAD default depth and the volume of debris. Because YNPS is considering the disposal of three types of debris: soil, steel, and concrete, media specific parameters (hydrological data and distribution coefficients) were used for the waste in the contaminated zone. The soil debris parameter values were based on the YNPS specific soil parameters found in Reference 6. The values for the concrete debris were obtained from Reference 7. The parameters for the steel analysis were consistent with the contaminated zone parameters assumed for he WCS site (Ref. 2), as indicated in Section D, above. The media specific parameters are also included in Attachments 3 - 5. All other input parameters were assigned the RESRAD default values.

Table 3 summarizes the WCS RESRAD input parameters and YNPS specific waste types.

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete, and Steel Debris at WCS Calculation No. YA-CALC-00-004-04 Page: 7 Table 3 WCS and YNPS Specific Parameters Parameter Parameter value Basis Parameters specific Cover thickness 4.6m Ref. 2 to WCS Cover soil type red-bed clay Ref. 2 Cover density 2.1gm/cm 3, 1.1 Cover erosion rate 1.83E-06 m/yr Ref. 2 Evapotranspiration coefficient 0.95 Ref. 2 Precipitation 0.355 m/yr Ref. 2 Runoff coefficient 0.4 Ref. 2, Ref. 9 Unsaturated zone thickness 300m Ref. 2 Unsaturated zone soil type red bed clay Ref. 2 Unsaturated zone density 2.1 gm/cm 3, 1.1 Unsaturated zone effective porosity 0.06 Ref. 2, Ref. 5 Unsaturated zone hydraulic conductivity I E-06 Ref. 2 Contaminated/saturated zone soil type sand Ref. 2 Parameters specific to YR Waste: Soil YR soil type sand Ref. 6 Weight 5E+06 lb, 1.2 Waste: Concrete YR media type concrete/gravel Ref. 7 Weight 3.48E+07 lb, 1.2 and 1.3 Waste: Steel WCS soil type sand Ref. 2 Weight:

2E+06 lb, 1.2

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete, and Steel Debris at WCS Calculation No. YA-CALC-00-004-04 Page: 8

2. Results The Dose/Source Ratios (DSRs), mrem/yr per pCi/gm, shown in Table 4 were obtained from pages 36 and 37 of the RESRAD summary.rep result report for each media type. The non-zero values may be applied to the nuclide activity concentrations identified in the Rowe waste. Table 4 presents the DSRs for all nuclides of interest at YNPS, for each debris type, at the time of the maximum dose. Excerpts from the result reports and the input echoes are given in Attachment 6.

Table 4 Dose/Source Ratios for YNPS Debris Materials Nuclide Soil Concrete Steel mrem/yr per pCi/g mrem/yr per pCi/g mrem/yr per pCi/g Ag-108m 1.083E-40 1.083E-40 1.083E-40 Am-241 O.OOOE+00 O.OOOE+00 O.OOOE+00 C-14 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 O.OOOE+00 O.OOOE+00 O.OOOE+00 Co-60 1.592E-32 1.592E-32 1.592E-32 Cs-1 34 4.310E-39 4.310E-39 4.31 OE-39 Cs-137 2.620E-40 2.620E-40 2.620E-40 Eu-152 1.546E-35 1.546E-35 1.546E-35 Eu-1 54 1.572E-34 1.572E-34 1.572E-34 Eu-i 55 O.OOOE+00 O.OOOE+00 O.OOOE+00 Fe-55 O.OOOE+00 O.OOOE+0O O.OOOE+00 H-3 1.117E-32*

5.984E-29 2.786E-33*

Nb-94 3.585E-38 3.585E-38 3.585E-38 Ni-63 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 6.21 E-07*

1.208E-06 3.59E-07*

Pu-239 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 O.OOOE+O0 O.OOOE+00 O.OOOE+00 Sb-125 1.037E-42 1.037E-42 1.037E-42 Sr-90 O.OOOE+O0 O.OOOE+00 O.OOOE+00 Tc-99 O.OOOE+00 O.OOOE+00 O.OOOE+00

Dose at t = 1000 years. All other doses are at t = 0 years.

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Attachment I Page 1 Attachment I Internal Communications

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Attachment I Page 2 Reference 1.1

--- Original Message----

From: Bill Dornsife [1]

Sent: Thursday, December 02, 2004 4:11 PM To: e.keefer~comcast.net

Subject:

Fw: WCS Site This is the data you requested. Sorry it took so long to get.

-Original Message -

To: Bill Dornsife Sent: Thursday, December 02, 2004 3:40 PM

Subject:

Re: WCS Site Current Cell size is about 600' x 100' x 70' deep.

Red Bed Clay ranges from 1.8 to 2.3 gmicc with 2.1 being average.

Reference 1.2 From: Greg Babineau [mailto:babineau~yankee.com)

Sent: Thursday, November 11, 2004 5:23 PM To: acarsonl967@comcast.net; edaroisoaol.coM

Subject:

20.2002 exemptioin stuff Alice & Eric, Joe Darmon and I worked with Rod Dee this afternoon and have what I think can be the initial info needed for the process.

Joe will be e-mailing you three part6l analyses that we feel are representative of steel, soil, and concrete.

We have taken an additional soil sample that is out for part6l analysis to confirm the soil one.

I'll put together the waste type stuff and forward that in the morning.

Basically we are looking at 2 million lbs of steel, 5 million lbs of concrete, and 5 million lbs of soil.

WCS will be the home for rad material that is also >50 ppmPCB's.

Looks like all our other stuff is going to RACE (for the most part).

Eric, has the guy I ordered for you arrived yet?

Greg Reference 1.3

Original Message-----

From: Marty [2]

Sent: Wednesday, December 15, 2004 7:15 AM To: acarsonl967ecomcast. net

Subject:

RSS Information Bill Barley asked me to provide you with this information. Any questions please feel free to call me for supporting info.

Marty

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-004-04 Page 3 Component tot surface activity in pci wt in lbs wt in gms Upper biowall 1.56E+07 1.86E+06 8.45E+08 lower outer cylinder 1.75E+07 7.80E+06 3.54E+09 slope floor and bdb 1.64E+07 2.79E+06 1.27E-09 chg floor 3.89E+07 6.45E+05 2.93E+08 radial walls 6.85E+06 4.04E+05 1.83E+08 RCP slabs 1.70E+06 4.28E+05 1.94E+08 upper inner cylinder 4.93E+06 8.13E+06 3.69E+09 nozzle area 3.42E+06 8.19E+05 3.72E+08 lower inner cylinder walls 1.65E+08 4.65E+06 2.11 E+09 lower inner cylinder floor 5.70E+07 5.66E+05 2.57E+08 RSS Inner Legs 3.58E+05 1.63E+08 RSS Outer Legs 1.35E+06 6.13E+08 Total 2.98E+07l 1.35E+10 The following values were calculated from information gathered from previous studies and from prints. If one wanted to determine the volume of the RSS a rule of thumb use 150 Ibslft3 for 40001b compression strength concrete. Surface activity values were calculated based upon scan survey results that were averaged and then applied across the particular component of the RSS. Surface areas were computed by using cylindrical and trapezoidal geometric modeling of the individual components. Although these surface areas are not exact they err on the conservative side. Individual spreadsheets are available for the scan survey results. Any questions feel free to call me.

Marty Erickson

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-004-04, Page 1 ATTACHMENT 2 RESRAD Parameter Calculations

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 2

1. Area of the Contaminated Zone The area of the contaminated zone was determined from the estimated weight of the debris provided in Reference 8 according to the equation below. An area was calculated for each debris type.

area = weight(lb)

453.59(gm /lb)

1X1006 (cm3 /M 3 )

density(gm /cm 3 )

depth(m)

The length parallel to the aquifer was calculated as the diameter of a circular contaminated zone, for the soil and steel analyses. Because of the larger volume of concrete, the length parallel to the aquifer was calculated from the diagonal distance across a rectangular contaminated zone, based on the actual width of the disposal cell.

2. Field Capacity: Contaminated Zone, Unsaturated Zone I and Saturated Zone The "Data Collection Handbook to Support Modeling the Impacts of Radioactive Material in Soil," (Ref. 9) 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 Reference 9 relates Total and Effective Porosity to Field Capacity as follows:

Effective Porosity = Total Porosity - Field Capacity Rearranging this equation:

Field Capacity = Total Porosity - Effective Porosity The total and effective porosity values for the various zones are the mean values of the NUREG/CR-6697 distributions for sand.

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-004-04, Page 1 RESRA D 6.21-Input Parameters for Soil Analysis Scenario: Resident Farmer

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-004-04, Page 2 I

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-004-04, Page 3 Table 3-1 Input Parameters for Soil Analysis Resident Farmer Scenario Parameter Basis Values Pu-239 953 550 5100 Pu-241+D 953 550 5100 Ra-226+D 3533 500 9100 Sb-125 380 45 250 Sr-90+D 32 15 110 Tc-99 0.51 0.1 1

Te-125m 3 8b 125 720 Th-229+D1 5884 3200 5800 Th-230 5884 3200 5800 U-233 126 35 1600 U-234 126 35 1600 U-235+D1 126 35 1600 Area of contaminated zone (M2)

WCS site-specific-area based on the volume of material 750 (Att. 2. Ref. 7)

Thickness of contaminated zone (m)

RESRAD default value 2

Length parallel to aquifer flow (m)

Based on the diameter of a circular contaminated zone 31 area (Aft. 2).

Cover depth (m)

WCS site-specific value (Ref. 3) 4.6 Density of cover material (g/cm"3)

WCS site-specific value (Ref. 5) 2.1 Cover erosion rate (m/yr)

WCS site-specific value (Ref. 3) 1.83 E-06 Density of contaminated zone (gfcm*3)

Value from Ref. 1 (YR soil type), based on median of dist.

1.51 for sand (Section 3.1, Ref. 2).

Contaminated zone total porosity Value from Ref. 1 (YR soil type), based on median of dist.

0.43 for sand (Section 3.2, Ref. 2).

Contaminated zone field capacity YR soil specific value calculated using Equation 4.4 from 0.05 Ref. 6.

Contaminated zone hydraulic conductivity Value from Ref. 1 (YR soil type), based on median of dist.

2506 (Miyr) for sand (Section 3.4. Ref. 2).

Contaminated zone b parameter Value from Ref. 1 (YR soil type), based on median of dist.

0.975

_for sand (Section 3.5, Ref. 2).

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-004-04, Page 4 Table 3-1 Input Parameters for Soil Analysis Resident Farmer Scenario Parameter Basis Values Evapotranspiration coefficient WCS site-specific value (Ref. 3) 0.95 Precipitation (m/yr)

WCS site-specific value (Ref. 3) 0.355 Runoff coefficient WCS site-specific value from Ref. 3, based on Table E.1 of 0.4 Ref.4 SatuiatedMare Hyrig lDa w;.

I a.')

£Basis; P

at-,;:>-i 5

~7V alue S

i Density of saturated zone (glcm*3)

Soil type from Ref. 3, based on Table 2.1 of Ref.6 - sand 1.52 Saturated zone total porosity Soil type from Ref. 3, RESRAD default Is within the range 0.4 from Table E.8 of Ref.4 - sand Saturated zone effective porosity Soil type from Ref. 3, based on Table E.8 of Ref.4 -

0.32 medium sand Saturated zone field capacity Calculated using Equation 4.4 from Ref. 6 0.08 Saturated zone hydraulic conductivity (m/yr)

Soil type from Ref. 3, based on Table E.2 of Ref.4 -sand 5500 Saturated zone b parameter Soil type from Ref. 3, based on Table E.2 of Ref. 4 - sand 4.05 Unsat. zone thickness (m)

WCS site-specific value (Ref. 3) 300 Unsat. zone soil density (g/cm""3)

WCS site-specific value (Ref. 5) 2.1 Unsat. zone total porosity Soil type from Ref. 3, based on Table E.8 of Ref.4 - clay 0.42 Unsat. zone effective porosity Soil type from Ref. 3, based on Table E.8 of Ref.4 - clay 0.06 Unsat. zone field capacity Calculated using Equation 4.4 from Ref. 6 0.36 Unsat. zone hydraulic conductivity (m/yr)

WCS site-specific value (Ref. 3) 1 E-03 Unsat. zone soil-specific b parameter Soil type from Ref. 3, based on Table E.2 of Ref.4 - clay 11.4 Notes:

"Value is calculated by RESRAD.

bValue Is taken from Table 3.9-1 of Ref. 2.

References:

I.

YA-CALC-01-001-03, "RESRAD 6.21 Sensitivity Analysis for Resident Farmer Scenario-Soil," December 2003.

2. Yu, C. et al., NUREG/CR-6697, Development of Probabilistic RESRAD 6.0 and RESRAD-BUILD 3.0 Computer Codes," Argonne National Laboratory, November 2000.

3. 'Petition for Adoption of Rules," submitted by Waste Controls Specialists, LLC to the Texas Department of Health, July 26, 2002.

4. Yu, C. et al., 'User's Manual for RESRAD Version 6," US Department of Energy - Argonne National Laboratory, July 2001.

5. Attachment 1, Reference 1.1, Email from Bill Domsife, WCS to Estella Keefer, December 2, 2004.

6. Yu, C. et al., 'Data Collection Handbook to Support Modeling the Impacts of Radioactive Material in Soil," US Department of Energy - Argonne National Laboratory, April 1993.

7. Attachment 1, Reference 1.2, Email from Greg Babineau to Eric Darois and Alice Carson, November 11, 2004.

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-004-04, Page 1 RESRA D 6.21-Input Parameters for Concrete Analysis Scenario: Resident Farmer

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-004-04, Page 2 Table 4-1 Input Parameters for Concrete Analysis Resident Farmer Scenario Parameter Basis Values Basic radiation dose limit (mrem/yr)

Proposed dose-based release standard 1

Initial principal radionuclide (pClg)

Unit Value MfCo ii~mnaed,;,

S atredh Uu d2 Ac-227+D Contaminated Zone: Values from Ref. I (concrete).

1000 450 2400 Ag-108m Saturated Zone: sand (WCS soil type) from Ref. 3, based on 6500 90 180 Am-241 Table E.3, Ref. 4) 1000 1900 8400 2Unsaturated Zone: clay (WCS soil type) from Ref. 3, based on Am-243+D Table E.3, Ref. 4) 1000 1900 8400 C-14 70.7 5

1 Cm-243 600 4000 6000 Co-60 282 60 550 Cs-134 137 280 1900 Cs-137+D 137 280 1900 Eu-152 1000

.1a

-1a Eu-154 1000

-1 1

Eu-155 1000

_1a

-1 a Fe-55 12.5 220 165 Gd-152 1000 1a 1a H-3 0

0 0

Nb-94 316 160 900 NI-63 35.5 400 650 Np-237+D 707 5

55 Pa-231 316 550 2700 Pb-210+D 47600 270 550 Po-210 10c 150 3000 Pu-238 1580 550 5100 Pu-239 1580 550 5100 Pu-241 +D 1580 550 5100 Ra-226+D 100 500 9100 Sb-125 1550 45 250

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-004-04, Page 3 Table 4-1 Input Parameters for Concrete Analysis Resident Farmer Scenario Parameter Basis Values Sr-90+D 10.5 15 110 Tc-99 13.5 0.1 1

Te-125m 38b 125 720 Th-229+D 1580 3200 5800 Th-230 1580 3200 5800 U-233 147 35 1600 U-234 147 35 1600 U-235+D 147 35 1600 Area of contaminated zone (M2)

WCS site-specific-area based on the volume of material (Att 313 2, Ref. 7)

Thickness of contaminated zone (m)

WCS site-specific depth of cell (Ref. 5) 21 Length parallel to aquifer flow (m)

Based on the diagonal distance across a rectangular 32 contaminated zone (Att. 2)

Covr andCritn-it, i 1, -

n

-A HYdrological Dace t; dat J

I>!.4:t-.,

Cover depth (m)

WCS site-specific value (Ref. 3) 4.6 Density of cover material (g/cm* 3)

WCS site-specific value (Ref. 5) 2.1 Cover erosion rate (m/yr)

WCS site-specific value (Ref. 3) 1.83 E-06 Density of contaminated zone (g/cm--3)

Value from Ref. 8 2.4 Contaminated zone total porosity Value from Ref. 1, based on median of dist. for course gravel 0.3 (Table 3.2. Ref. 6)

Contaminated zone field capacity Value from Ref. 1 0.07 Contaminated zone hydraulic conductivity Value from Ref. 1, based on median of dist. for course gravel 316000 (m/yr)

(Table 5.1. Ref. 6)

Contaminated zone b parameter Value from Ref. 1, based on median of dist. for sand (Section 0.975 3.5. Ref. 2)

Evapotranspiration coefficient WCS site-specific value (Ref. 3) 0.95 Precipitation (m/yr)

WCS site-specific value (Ref. 3) 0.355 Runoff coefficient WCS site-specific value from Ref. 3, based on Table E.1 of 0.4 Ref. 4 Density of saturated zone (g/cm**3)

Soil type from Ref. 3, based on Table 2.1 of Ref. 6 - sand 1.52

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil. Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-004-04, Page 4 Table 4-1 Input Parameters for Concrete Analysis Resident Farmer Scenario Parameter Basis Values Saturated zone total porosity Soil type from Ref. 3, RESRAD default Is within the range 0.4 from Table E.8 of Ref. 4 - sand Saturated zone effective porosity Soil type from Ref. 3. based on Table E.8 of Ref. 4 - medium 0.32 sand Saturated zone field capacity Calculated using Equation 4.4 from Ref. 6 0.08 Saturated zone hydraulic conductivity (m/yr)

Soil type from Ref. 3, based on Table E.2 of Ref. 4 - sand 5500 Saturated zone b parameter Soil type from Ref. 3, based on Table E.2 of Ref. 4 - sand 4.05 nrsai

'-2'.'

tNU Unsat. zone thickness (m)

WCS site-specific value (Ref. 3) 300 Unsat. zone soil density (glcm"3)

WCS site-specific value (Ref. 5) 2.1 Unsat. zone total porosity Soil type from Ref. 3, based on Table E.8 of Ref. 4 -clay 0.42 Unsat. zone effective porosity Soil type from Ref. 3, based on Table E.8 of Ref. 4 - clay 0.06 Unsat. zone field capacity Calculated using Equation 4.4 from Ref. 6 0.36 Unsat. zone hydraulic conductivity (m/yr)

WCS site-specific value (Ref. 3) 1 E-03 Unsat. zone soil-specific b parameter Soil type from Ref. 3, based on Table E.2 of Ref. 4 - clay 11.4

.J.

Ac-227+D Plant: median values of dist. from Ref. I 1.87E-04 Ag-108m 1.47E-05 Am-241 1.87E-04 Am-243+D 1.87E-04 C-14 2.12E-02 Cm-243 1.75E-03 Co-60 2.50E-03 Cs-1 34 4.03E-02 Cs-137+D 4.03E-02 Eu-152 1.87E-04 Eu-1 54 1.87E-04 Eu-155 1.87E-04 Fe-55 7.80E-01 Gd-152 1.87E-04 H-3 4.8E+00 Nb-94 1.46E-03

Project: Yankee Rowe 20.2002 Application Ri Hict: RFSRAD 6 91 Analvsiq for Snil Connrerte annd Steel Dehris at WCS Calculation No. YA-CALC-00-004-04 Attacrhment 4. Pnnp 5

- -- i -

Table 4-1 Input Parameters for Concrete Analysis Resident Farmer Scenario Parameter Basis Values Ni-63 3.62E-01 Np-237+D1 3.47E-04 Pa-231 1.46E-03 Pb-210+D 1.88E-07 Po-210 0.001C Pu-238 8.24E-05 Pu-239 8.24E-05 Pu-241 +D 8.24E-05 Ra-226+D1 4.OE-02 Sb-125 8.50E-05 Sr-90+D 6.42E-01 Tc-99 9.60E-01 Te-125mr 0.6c Th-229+D 8.24E-05 Th-230 8.24E-05 U-233 5.71 E-03 U-234 5.71 E-03 U-235+D 5.71 E-03 Notes:

'Value Is calculated by RESRAD.

b Value Is taken from Table 3.9-1 of Ref. 2.

c RESRAD default

References:

1. YA-CALC-02-004, "RESRAD 6.21 Sensitivity Analysis and Derived Concentration Guideline Levels (DCGLs) for Concrete Debris," September 2004.

2.

Yu, C. et al., NUREG/CR-6697, 'Development of Probabilistic RESRAD 6.0 and RESRAD-BUILD 3.0 Computer Codes," Argonne National Laboratory, November 2000.

3.

'Petition for Adoption of Rules," submitted by Waste Controls Specialists, LLC to the Texas Department of Health, July 26, 2002.

4.

Yu, C. et al., 'Users Manual for RESRAD Version 6," US Department of Energy - Argonne National Laboratory, July 2001.

5., Reference 1.1, Email from Bill Domsife to Estella Keefer, December 2, 2004.

6.

Yu, C. et al., "Data Collection Handbook to Support Modeling the Impacts of Radioactive Material in Soil," US Department of Energy - Argonne National Laboratory, April 1993.

7., Reference 1.2, Email from Greg Babineau to Eric Darols and Alice Carson, November 11, 2004.

8., Reference 1.3, Email from Marty Ericson to Alice Carson, December 15, 2004.

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-00x-04, Page 1 RESRA D 6.21-Input Parameters for Steel Analysis Scenario: Resident Farmer

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-OOx-04, Page 2 Table 5-1 Input Parameters for Steel Analysis Resident Farmer Scenario Parameter Basis Values Basic radiation dose limit (mremlyr)

Proposed dose-based release standard 1

Initial principal radionuclide (pCVg)

. Unit Value 1

9~

i~dr2&4 nso6.

c-227+D Contaminated Zone: Values from Ref.1 (YR soil 825 450 2400

-108m type), based on median of distribution (Table 3.91, 216 90 180 Am-241

~~~Ref. 2) 14 9080 Am-241 Saturated Zone: sand (WCS soil type) from Ref 3, 1445 1900 8400 Am-243+D based on Table E.3, Ref. 4) 1445 1900 8400 C-14 Unsaturated Zone: clay (WCS soil type) from Ref I1 5

1 Cm-243 3, based on Table E.3, Ref. 4) 6761 4000 6000 Co-60_-

235 60 550 Cs-134 446 280 1900 Cs-137+D 446 280 1900 Eu-152 825

-1a 1 a Eu-154 825 1

1 a Eu-155 825 la

-1 '

Fe-55 209 220 165 Gd-152 825

-1"a 1

H-3 0.06 0

0 Nb-94 380 160 900 Ni-63 424 400 650 Np-237+D 17 5

55 Pa-231 380 550 2700 Po-210 181_

150 3000 Pb-210+D 2392 270 550 Pu-238 953 550 5100 Pu-239 953 550 5100 Pu-241+D 953 550 5100 Ra-226+D 3533 500 9100 Sb-125 380 45 250 t

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-OOx-04, Page 3 p

I Table 5-1 Input Parameters for Steel Analysis Resident Farmer Scenario Parameter Basis Values Sr-90+D 32 15 110 Tc-99 0.51 0.1 1

Te-125m 38b 125 720 Th-229+D 5884 3200 5800 Th-230 5884 3200 5800 U-233 126 35 1600 U-234 126 35 1600 U-235+D 126 35 1600 Area of contaminated zone (i 2)WCS site-specific-area based on the volume of 58 material (Att. 2, Ref. 7)

Thickness of contaminated zone (m)

RESRAD default value 2

Length parallel to aquifer flow (m)

Based on the diameter of a circular contaminated 9

zone area (Aft. 2)

Cver'a i on minate'd AZ n

<iT§'

4 o Cover depth (m)

WCS site-specific value (Ref. 3) 4.6 Density of cover material (gIcm^^3)

WCS site-specific value (Ref. 5) 2.1 Cover erosion rate (mlyr)

WCS site-specific value (Ref. 3) 1.83 E-06 Density of contaminated zone (g/cm"3)

Value from Ref. 1 (YR soil type), based on median 1.51 of dist. for sand (Section 3.1, Ref. 2)

Contaminated zone total porosity Value from Ref. 1 (YR soil type), based on median 0.43 of dist. for sand (Section 3.2, Ref. 2)

Contaminated zone field capacity YR soil specific value calculated using Equation 0.05 4.4 from Ref. 6 Contaminated zone hydraulic conductivity Value from Ref. 1 (YR soil type), based on median 2506 (m/yr) of dist. for sand (Section 3.4, Ref. 2)

Contaminated zone b parameter Value from Ref. 1 (YR soil type), based on median 0.975 of dist. for sand (Section 3.5, Ref. 2)

Evapotranspiration coefficient WCS site-specific value (Ref. 3) 0.95 Precipitation (m/yr)

WCS site-specific value (Ref. 3) 0.355 Runoff coefficient WCS site-specific value from Ref. 3, based on 0.4 Table E.1 of Ref. 4 Saturated Zoite Midr'olo~lgi~il Dat,^i,9B,'$i tc<

~

s o "2' X

t

~ >

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-OOx-04, Page 4 I

q Table 5-1 Input Parameters for Steel Analysis Resident Farmer Scenario Parameter Basis Values Density of saturated zone (g/cmr-3)

Soil type from Ref. 3, based on Table 2.1 of Ref. 6 1.52

- sand Saturated zone total porosity Soil type from Ref. 3, RESRAD default is within 0.4 the range from Table E.8 of Ref. 4 -sand Saturated zone effective porosity Soil type from Ref. 3, based on Table E.8 of Ref. 4 0.32

- medium sand Saturated zone field capacity Calculated using Equation 4.4 from Ref. 6 0.08 Saturated zone hydraulic conductivity (m/yr)

Soil type from Ref. 3, based on Table E.2 of Ref. 4 5500

- sand Saturated zone b parameter Soil type from Ref. 3, based on Table E.2 of Ref. 4 4.05 Urn's-aturaeioi&Hyd16hiclDa2

<<4>wtX+Basis~s7'- tt mvF>2A Unsat. zone thickness (m)

WCS site-specific value (Ref. 3) 300 Unsat. zone soil density (g/cm*3)

WCS site-specific value (Ref. 5) 2.1 Unsat. zone total porosity Soil type from Ref. 3, based on Table E.8 of Ref. 4 0.42

- clay Unsat. zone effective porosity Soil type from Ref. 3, based on Table E.8 of Ref. 4 0.06

- clay Unsat. zone field capacity Calculated using Equation 4.4 from Ref. 6 0.36 Unsat. zone hydraulic conductivity (m/yr)

WCS site-specific value (Ref. 3) 1 E-03 Unsat. zone soil-specific b parameter Soil type from Ref. 3, based on Table E.2 of Ref. 4 11.4

- clay Notes:

'Value is calculated by RESRAD.

bValue is taken from Table 3.9-1 of Ref. 2.

References:

1. YA-CALC-01-001-03, " RESRAD 6.21 Sensitivity Analysis for Resident Farmer Scenario-Soil," December 2003.

2.

Yu, C. et al., NUREGICR-6697, 'Development of Probabilistic RESRAD 6.0 and RESRAD-BUILD 3.0 Computer Codes,' Argonne National Laboratory, November 2000.

3. 'Petition for Adoption of Rules,' submitted by Waste Controls Specialists, LLC to the Texas Department of Health, July 26, 2002.

4.

Yu, C. et al., 'Users Manual for RESRAD Version 6,' US Department of Energy - Argonne National Laboratory, July 2001.

5. Attachment 1, Reference 1.1, Email from Bill Domsife to Estella Keefer, December 2, 2004.

6.

Yu, C. et al., 'Data Collection Handbook to Support Modeling the Impacts of Radioactive Material in Soil,' US Department of Energy - Argonne National Laboratory, April 1993.

7. Attachment 1, Reference 1.2, Email from Greg Babineau to Eric Darois and Alice Carson, November 11, 2004.

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-00x-04 I

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS. Page 1 RESRAD Input/Output Files for Analysis of Soil, Concrete, and Steel Debris

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 2 1RESRAD, Version 6.21 To Limit -

30 days 12/08/2004 08:53 Page 1

Summary : YR Material to WCS -

soil run File: YR to WCS soil.RAD Table of Contents Part I: Mixture Sums and Single Radionuclide Guidelines Dose Conversion Factor (and Related) Parameter Summary...

2 Site-Specific Parameter Summary.......

9 Summary of Pathway Selections.....

18 Contaminated Zone and Total Dose Summary....

19 Total Dose Components Time -

0.OOOE+00........

20 Time -

1.000E+00....

22 Time -

3.OOOE+00.24 Time -

1.000E+01.26 Time -

3.000+E01........

28 Time -

1.OOOE+02........

30 Time -

3.000+E02..

32 Time -

1.000E+03............................

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

36 Single Radionuclide Soil Guidelines.....

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

40 Soil Concentration Per Nuclide......

42

I Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-00x-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS. Page 3 lRESRAD, Version 6.21 Te Limit -

30 days Summary : YR Material to WCS - soil run 12/08/2004 08:53 Page 2

File: YR to WCS soil.RAD Dose Conversion Factor (and Related) Parameter Summary File: FGR 13 Morbidity 0

3 Menu Parameter B-1 Dose conversion factors for inhalation, mrem/pCi:

B-1

' Ac-227+D B-1 i

Ag-108m+D B-1 3 Am-241 B-1 3 Am-243+D B-1 i

C-14 B-1 3 Cm-243 B-1

' Co-60 B-1 i

Cs-134 B-1

' Cs-137+D B-1 i

Eu-152 B-1

' Eu-154 B-1 Eu-155 B-1 Fe-55 B-1 i

Gd-152 B-1 i

H-3 B-1 3 Nb-94 B-1 3 Ni-63 B-1 3 Np-237+D B-1 3 Pa-231 B-1 3 Pb-210+D B-1 i

Po-210 B-1 i

Pu-238 B-1 Pu-239 B-1 Pu-241+D B-1 Ra-226+D B-1 3 Sb-125 B-1 I Sr-90+D B-1 i

Tc-99 B-i Te-125m B-1 Th-229+D B-1 3 Th-230 B-1 3 U-233 B-1 i

U-234 B-1 I U-235+D D-1 3 Dose conversion factors for ingestion, mrem/pCi:

D-1 Ac-227+D D-1 Ag-108m+D D-1 Am-241 D-1 Am-243+D D-1 C-14 D-1 Qn-243 D-1 Co-60 D-1 3 Cs-134 D-1 Cs-137+D D-1 Eu-152 D-1 3 Eu-154 D-1

' Eu-155 D-1 Fe-55 D-1 I Gd-152 ULA-AAAA:

Current Parameter Value Default Name 6.720E+00 6.720E+00 DCF2( 1) 2.830E-04 2.830E-04 DCF2( 2) 4.440E-01 4.440E-01 DCF2( 3) 34.400E-01 4.400E-01 DCF2( 4) 2.090E-06 2.090E-06 DCF2( 5) 3.070E-01 3.070E-01 DCF2( 6) 2.190E-04 2.190E-04 DCF2(

8) 4.630E-05 4.630E-05 3DCF2( 9) 3.190E-05 3.190E-05 2DCF2(10)

I2.210E-04 2.210E-04 DCF2(11) 2.860E-04 2.860E-04 DCF2(13) 4.140E-05 4.140E-05 DCF2(14) 2.690E-06 2.690E-06 DCF2(15) 32.430E-01 2.430E-01 DCF2(16) 6.400E-08 6.400E-08 DCF2(17) 34.140E-04 34.140E-04 DCF2(18)

$6.290E-06 6.290E-06 DCF2(19) 35.400E-01 35.400E-01 DCF2(20) 31.280E+00 1.280E+00 2DCF2(21) 1.380E-02 1.380E-02 DCF2(22) 9.400E-03 9.400E-03 DCF2(23) 3.920E-01 3.920E-01 DCF2(24) 4.290E-01 4.290E-01 3DCF2(25) 8.250E-03 8.250E-03 DCF2(26)

I8.600E-03 8.600E-03 DCF2(28) 31.220E-05 1.220E-05 DCF2(29) 1.310E-03 1.310E-03 DCF2(31) b8.330E-06 8.330E-06 DCF2(32) 7.290E-06 7.290E-06 3DCF2(33)

I2.160E+00 2.160E+00 DCF2(34) 33.260E-01 I3.260E-01 DCF2(35) 31.350E-01 1.350E-01 DCF2(36) 1.320E-01 '1.320E-01 DCF2(37) 1.230E-01 1.230E-01 DCF2(38) 1.480E-02 1.480E-02 DCF3( 1) 7.620E-06 7.620E-06 DCF3( 2) 3.640E-03 3.640E-03 DCF3(

3) 33.630E-03 3.630E-03 DCF3( 4) 2.090E-06 2.090E-06 DCF3( 5) 2.510E-03 2.510E-03 DCF3( 6) 2.690E-05 2.690E-05 DCF3( 8) 7.330E-05 7.330E-05 DCF3( 9) 5.000E-05 5.000E-05 DCF3(10) 6.480E-06 6.480E-06 DCF3(11) 9.550E-06 9.550E-06 DCF3(13) 31.530E-06 31.530E-06 DCF3(14) 6.070E-07 6.070E-07 DCF3(15) 1.610E-04 1.610E-04' DCF3(16)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 4 lRESRAD, Version 6.21 Ta Limit -

30 days 12/08/2004 08:53 Page 3

Summary : YR Material to WCS -

soil run File: YR to WCS soil.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: FGR 13 Morbidity 0

Current Parameter Menu Parameter 2

Value Default I

Name D-1 2 H-3 3 6.400E-08 3 6.400E-08 2 DCF3(17)

D-1 Nb-94 I 7.140E-06 2 7.140E-06 $ DCF3(18)

D-1 Ni-63 2 5.770E-07 2 5.770E-07 2 DCF3(19)

D-1 Np-237+D 2 4.440E-03 3 4.440E-03 3 DCF3(20)

D-1 3 Pa-231 I 1.060E-02 3 1.060E-02 3 DCF3(21)

D-1 3 Pb-210+D 5.370E-03 5.370E-03 3 DCF3(22)

D-1 Po-210 1.900E-03 1.900E-03 2 DCF3(23)

D-1 Pu-238 3 3.200E-03 3.200E-03 2 DCF3(24)

D-1 I Pu-239 3 3.540E-03 I 3.540E-03 2 DCF3(25)

D-1 I Pu-241+D 3 6.850E-05 2 6.850E-05 2 DCF3(26)

D-1 s Ra-226+D 3 1.330E-03 2 1.330E-03 DCF3(28)

D-1 2 Sb-125 2 2.810E-06 2 2.810E-06 DCF3(29)

D-1 Sr-90+D 3 1.530E-04 3 1.530E-04 3 DCF3(311 D-1 I Tc-99 2 1.460E-06 3 1.460E-06 3 DCF3(32)

D-1 I Te-125m 3 3.670E-06 3 3.670E-06 3 DCF3(33)

D-1 3 Th-229+D 3 4.030E-03 2 4.030E-03 DCF3(34)

D-1 Th-230

' 5.480E-04 5.480E-04 DCF3(35)

D-1 2 U-233 2.890E-04 3 2.890E-04 DCF3(36)

D-1 U-234 2.830E-04 3 2.830E-04 2 DCF3(37)

D-1 U-235+D 2 2.670E-04 3 2.670E-04 3 DCF3(38)

D-34 2 Food transfer factors:

D-34 Ac-227+D, plant/soil concentration ratio, dimensionless 2 2.500E-03 3 2.500E-03 3 RTFC 1,1)

D-34 Ac-227+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 2.000E-05 3 2.000E-05 2 RTF( 1,2)

D-34 Ac-227+D, milk/livestock-intake ratio, (pCi/L)/(pci/d) 2 2.000E-05 2 2.000E-05 2 RTF( 1,3)

D-34 3 3

D-34 2 Ag-108m+D, plant/soil concentration ratio, dimensionless I 1.500E-01 1.500E-01 RTFC 2,1)

D-34 Ag-108m+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 3.000E-03 3.000E-03 3 RTF( 2,2)

D-34 Ag-108m+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 2.500E-02 2 2.500E-02 ' RTF( 2,3)

D-34 2

3 D-34 2 Am-241

, plant/soil concentration ratio, dimensionless 3 1.OOOE-03 2 1.OOOE-03 3 RTFC 3,1)

D-34 2 Am-241

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2 5.OOOE-05 2 5.000E-05 2 RTF( 3,2)

D-34 3 Am-241

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-06 3 2.000E-06 2 RTF( 3,3)

D-342 3

2 3

D-34 2 Am-243+D, plant/soil concentration ratio, dimensionless I 1.000E-03 1.OOOE-03 RTFC 4,1)

D-34 3 Am-243+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 5.000E-05 3 5.000E-05 ' RTFC 4,2)

D-34 3 Am-243+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 2.000E-06 2.000E-06 RTF( 4,3)

D-34 2

D-34 3 C-14

, plant/soil concentration ratio, dimensionless I 5.500E+00 2 5.500E+00 3 RTFF 5,1)

D-34 C-14

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2 3.100E-02 3.100E-02 RTF( 5,2)

D-34 2 C-14

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2 1.200E-02 2 1.200E-02 2 RTF( 5,3)

D-34 2

D-34 Cm-243

, plant/soil concentration ratio, dimensionless 2 1.000E-03 1.OOOE-03 2 RTFC 6,1)

D-34 2 Cm-243

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2 2.000E-05 2 2.000E-05 2 RTF( 6,2)

D-34 2 Cm-243

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 2.000E-06 2.000E-06 2 RTF( 6,3)

D-343 32 D-34 3 Co-60

, plant/soil concentration ratio, dimensionless 2 8.000E-02 8.000E-02 3 RTF( 8,1)

D-34 Co-60

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

I 2.000E-02 2 2.000E-02 3 RTF( 8,2)

.D-34 I Co-60

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

' 2.000E-03 2.000E-03 2 RTF( 8,3)

D-34 2

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-00x-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 5 1RESRAD, Version 6.21 Ta Limit -

30 days 12/08/2004 08:53 Page 4

Summary : YR Material to WCS -

soil run File: YR to WCS soil.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: FGR 13 Morbidity 0

Current Parameter Menu Parameter Value Default Name D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34

Cs-134

Cs-134

Cs-134 3

s13+

Cs-137+D

Cs-137.0

Cu-1372

Eu-152 3Eu-152 2Eu-152

Eu-154 3 Eu-154

Eu-155

Eu-155

Eu-155 Fe-55 Fe-55 Fe-55 Gd-152 3Gd-152 3Gd-152

'M-3

H-3

b-34 Nb-94 Nb-94 3Ni-63 3Ni-63 3Ni-63 Np23+

I 2Np-237+D I Np-237+D 1 3Pa-231 I 3 Pa-231 I Pa-231 b-10+0 i Pb-210+D J Pb-210.0 plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/dJ milk/livestock-intake ratio, (pCi/L)/(pCi/d) plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d) plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d) plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d) plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d) plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d) plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d) plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d) plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d) plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d) plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d) plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d) plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kg)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d) 4.000E-02 3.000E-02 8.000E-03 4.000E-02 3.000E-02 8.000E-03 2.500E-03 2.000E-03 3 2.000E-05 2.500E-03 2.000E-03 2.000E-05 2.500E-03 2.000E-03 2.000E-05 1.OOOE-03 2.000E-02 3.000E-04 2.500E-03 2.000E-03 2.000E-05 3 4.800E+00 1.200E-02 1.OOOE-02 1.OOOE-02 3.000E-07 2.000E-06 5.000E-02 5.OOOE-03 2.000E-02 2.000E-02 1.000E-03 5.000E-06 1.OOOE-02 5.000E-03 5.000E-06 1.OOOE-02 8.000E-04 3.000E-04 4.000E-02 3.000E-02 8.000E-03 4.OOOE-02 3.000E-02 8.000E-03 2.500E-03 2.000E-03 2.OOOE-05 2.500E-03 2.000E-03 2.OOOE-05 2.500E-03 2.000E-03 2.OOOE-05 1.OOOE-03 2.000E-02 3.OOOE-04 2.500E-03 2.OOOE-03 2.000E-05 4.800E500 1.200E-02 1.000E-02 1.OOOE-02

' 3.000E-07 2.000E-06 5.000E-02 5.000E-03 2.000E-02 2.000E-02 1.000E-03

'5.OOOE-06 s 5.000E-02 I.OOOE-02 3 5.OOOE-03 3 5.OOOE-06 1.OOOE-02 3 8.000E-04 3 3.000E-04 3RTF( 9,1)

RTF( 9,2)

RTF(. 9,3)

RTFUlO,l1) 3RTF (10,2)

RTF(10,3)

RTF(11, 1)

RTF(11,2)

RTF(11,3)

'RTF (13, 1)

RTF(13,2)

RTF~(13,3)

RTF(14, 1) 3RTF(14,2)

RTF(14,3)

RTF(15,1)

RTF(15,2)

RTF(15,3)

RTF(16, 1)

RTF(16,2)

RTF(16,3)

RTF (17, 1) 3 RTF(17,2) 3RTF(17,3)

RTF (18, 1)

RTF(18,2) 3RTF(18,3)

RTF (I9,l2) 3 RTF(19,2)

RTF(19,3) 3 RTF (20,l1)

RTF (20, 2) aRTF( 20, 3)

RTF (21,l1) 3 RTF(21,2) 3RTF(21,3)

RTF(22, 1)

RTF(22,2)

RTF(22,3)

l Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 6 lRESRAD, Version 6.21

'r Limit -

30 days 12/08/2004 08:53 Page 5

Summary : YR Material to WCS -

soil run File: YR to WCS soil.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: FGR 13 Morbidity O

Current 3

Parameter Menu Parameter Value 3

Default Name D-34 3Po-210

,plant/soil concentration ratio, dimensionless

' l.OOOE-03 2l.OOOE-03 ' RTF(23,l)

D-34 3Po-210

,beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 5.OOOE-03 35.OOOE-03 2 RTF(23,2)

D-34 3Po-210

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

'3.400E-04

' RTF(23,3)

D-343 3

3 D-34 I Pu-238

, plant/soil concentration ratio, dimensionless

' l.OOOE-03

' 1.OOOE-03 3 RTF(24,l)

D-34 3 Pu-238 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3l.OOOE-04

' l.000E-04 3 RTFC24,2)

D-34 '

Pu-238 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 31.OOOE-06

'1.OOOE-06 3 RTF(24,3)

D-34' 2

D-34 ' Pu-239 plant/soil concentration ratio, dimensionless 31.000E-03 I 1.OOOE-03 3 RTF(25,1)

D-34 'Pu-239 beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

'1.000E-04 2 1.OOOE-04 ' RTF(25,2)

D-34 '

Pu-239

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 1.OOOE-06 1.OOOE-06 2 RTF(25,3)

D-34' 3 2

2 D-34 ' Pu-241+D,

plant/soil concentration ratio, dimensionless

'1.OOOE-03

' 1.000E-03 3 RTF(26,1)

D-34 3 Pu-241+D,

beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 1.OOOE-04 3 1.000E-04 ' RTF(26,2)

D-34 IPu-241+D,

milk/livestock-intake ratio, (pCi/L)/(pCi/d)

I1.OOOE-06 1.OOOE-06 ' RTF(26,3)

D-34 2 '

D-34 I Ra-226+D, plant/soil concentration ratio, dimensionless 2 4.000E-02 3 4.000E-02 3 RTF(28,l)

D-34 2 Ra-226+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

I1.OOOE-03 2 1.OOOE-03 3 RTF(28,2)

D-34 '

Ra-226+D,

milk/livestock-intake ratio, (pCi/L)/(pCi/d) 31.OOOE-03 1.000E-03 ' RTF(28,31 D-34' 32 2

D-34 2 Sb-125

, plant/soil concentration ratio, dimensionless I 1.000E-02 3 1.OOOE-02 ' RTF(29,I)

D-34 3Sb-125

,beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2 1.000E-03 I 1.OOOE-03 3 RTF(29,2)

D-34 3Sb-125

,milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2 l.OOOE-04 2 l.OOOE-04 RTF(29,3)

D-34' 32 D-34 ' Sr-90+D plant/soil concentration ratio, dimensionless 3 3.000E-01 3 3.000E-01 ' RTF(31,1)

D-34 3 Sr-90+D beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 38.000E-03 2 8.OOOE-03 I RTF(31,2)

D-34 3 Sr-90+D milk/livestock-intake ratio, (pCi/L)/(pCi/d)

' 2.000E-03 ' 2.000E-03 ' RTF(31,3)

D-34' 33 D-34 3Tc-99 plant/soil concentration ratio, dimensionless I 5.000E+00 2 5.000E+ 003 RTF(32,1)

D-34 3 Tc-99

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2 1.OOOE-04 ' 1.000E-04 3 RTF(32,2)

D-34 3 Tc-99 milk/livestock-intake ratio, (pCi/L)/JpCi/d)

'1.OOOE-03 1.000E-03 ' RTF(32,3)

D-34 3 2

D-34 3Te-125m

, plant/soil concentration ratio, dimensionless 6.000E-01 ' 6.000E-01 ' RTF(33,1)

D-34 2'Te-125m beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

'7.000E-03

' 7.000E-03 3 RTF(33,2)

D-34 '

Te-125m

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

I 5.000E-04 2 5.000E-04 ' RTF(33,3)

D-34' 3 D-34 Th-229+D, plant/soil concentration ratio, dimensionless 2 1.OOOE-03 3 1.000E-03 3 RTF(34,1)

D-34 2 Th-229+D,beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 1.OOOE-04 3 1.OOOE-04 ' RTF(34,2)

D-34 2 Th-229+D,milk/livestock-intake ratio, fpCi/L)/(pCi/d) 3 5.000E-06 2 5.000E-06 2 RTF(34,3)

D-34 2

2 D-34 3 Th-230 plant/soil concentration ratio, dimensionless 31.000E-03 3 1.OOOE-03 ' RTF(35,1)

D-34 2Th-230 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2 1.000E-04 3 1.OOOE-04 3 RTF(35,2)

D-34 ITh-230 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2 5.000E-06 2 5.000E-06 3 RTF(35,3)

D-34 '

3 2

D-34 2 U-233 plant/soil concentration ratio, dimensionless 2 2.500E-03 '

2.500E-03 ' RTF(36,1)

D-34 'U-233

,beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 3.400E-04 33.400E-04 3 RTF(36,2)

D-34 3 U-233

,milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 6.000E-04 ' 6.000E-04 ' RTF(36,3)

D-34' a

D-34 'U-234 plant/soil concentration ratio, dimensionless

' 2.500E-03 32.500E-03

' RTF(37,1)

D-34 'U-234 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3.400E-04 ' 3.400E-04 ' RTF(37,21 D-34 'U-234

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

' 6.000E-04 3 6.000E-04 3 RTF(37,3)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS. Page 7 1RESRAD, Version 6.21 Tv Limit -

30 days 12/08/2004 08:53 Page 6

Summary : YR Material to WCS -

soil run File: YR to WCS soil.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: FGR 13 Morbidity 0

C Current Parameter Menu '

Parameter Value

' Default N

Name D-34 ' U-235+D, plant/soil concentration ratio, dimensionless 3 2.500E-03 ' 2.500E-03 3 RTF(38,l)

D-34 3 U-235+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 3.400E-04 3 3.400E-04 2 RTF(38,2)

D-34 ' U-235+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

' 6.OOOE-04 ' 6.OOOE-04 ' RTF(38,3)

D-5 ' Bioaccumulation factors, fresh water, L/kg:

3 '

D-5 3 Ac-227+D, fish 3 1.500E+01 I 1.500E+01 a BIOFAC( 1,1)

D-5 I Ac-227+D, crustacea and mollusks 3 1.000E+03 3 1.000E+03 ' BIOFAC( 1,2)

D-5 3

2 2

D-5 2 Ag-108m+D, fish

' 5.000E+00 ' 5.OOOE+00 ' BIOFAC( 2,1)

D-5 2 Ag-108m+D, crustacea and mollusks 3 7.700E+02 I 7.700E+02 3 BIOFAC( 2,2)

D-S 3

3 3

3 D-5 3 Am-241 fish 3 3.000E+013 3.000E+01 ' BIOFAC( 3,1)

D-5 3 Am-241 crustacea and mollusks 2 1.OOOE+03 2 1.000E+03 3 BIOFACC 3,2)

D-5 2

D-5 I Am-243+D, fish I 3.000E+01 2 3.000E+01 3 BIOFAC( 4,1)

D-5 3 Am-243+D, crustacea and mollusks 3 1.OOOE+03 ' 1.000E+03 I BIOFAC( 4,2)

D-5 2

2 D-5 3 C-14

, fish 3 5.000E+04 ' 5.000E+04 3 BIOFAC( 5,1)

D-5 3 C-14

, crustacea and mollusks 2 9.100E+03 ' 9.100E+03 2 BIOFAC( 5,2)

D-5 2

a S

3 D-a a

Cm-243

, fish l

3.000E+01 ' 3.000E+01 ' BIOFAC( 6,1)

D-S I Cm-243

, crustacea and mollusks 1.000E+03 3 1.000E+03 3 BIOFAC( 6,2)

D-5 3

2 D-5 3 Co-60

, fish 2 3.000E+02 ' 3.000E+02 2 BIOFAC( 8,1)

D-5 3 Co-60

, crustacea and mollusks 3 2.OOOE+02 I 2.OOOE+02 3 BIOFAC( 8,2)

D-5 2

3 2

2 D-2 3 Cs-134 fish 3 2.OOOE+03 3 2.000E+03 2 BIOFAC( 9,1)

D-2 3 Cs-134 crustacea and mollusks 3 1.OOOE+02 3 1.000E+02 3 BIOFAC( 9,2)

D-5

)

2 3

2 D-5 3 Cs-137+D,

fish 2 2.000E+03 3 2.000E+03 I BIOFAC(10,2)

D-5 I Cs-137+D, crustacea and mollusks 3 1.000E+02 3 1.000E+02 I BIOFAC(10,2)

D-5 2

D-5 3 Eu-152

, fish 3 5.000E+01 I 5.000E+01 ' BIOFAC(ll,1)

D-S

' Eu-152

, crustacea and mollusks 3 1.000E+03 2 1.000E+03 3 BIOFAC(11,2)

D-5 3

2 2

a D-5 2 Eu-154 fish I 5.000E+01 3 5.OOOE+01 ' BIOFAC(13,1)

D-S 3 Eu-154

, crustacea and mollusks 3 1.000E+03 2 1.000E+03 3 BIOFAC(13,2)

D-5 a

D-S I Eu-155 fish 3 5.000E+

2 5.000E+01 I BIOFAC(14,1)

D-5 3 Eu-155

, crustacea and mollusks 2 1.OOOE+03 3 1.000E+03 2 BIOFAC(14,2)

D-5 3

3 2

2 D-5 3 Fe-55 fish I 2.000E+02 I 2.000E+02 3 BIOFAC(15,l)

D-5 3 Fe-55

, crustacea and mollusks I 3.200E+03 3 3.200E+03 3 BIOFAC(15,2)

D-5 3

3 2

D-S 3 Gd-152 fish 2 2.500E+01 2 2.500E+01 3 BIOFAC(16,1)

D-5 Gd-152

, crustacea and mollusks 3 1.000E+03 I 1.OOOE+03 I BIOFAC(16,2)

D-5 3

2 D-S 3 H-3

,fish 3 1.000E+00 I 1.000E+00 3 BIOFAC(17,1)

D H-3

, crustacea and mollusks 2 l.OOOE+00 ' 1.OOOE+00 3 BIOFAC(17,2)

D-5 2

2 2

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-O0-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 8 lRESRAD, Version 6.21 TW Limit -

30 days 12/08/2004 0o:53 Page 7

Summary : YR Material to WCS -

soil run File: YR to WCS soil.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: FGR 13 Morbidity 0

Current '

Parameter Menu Parameter Value Default I

Name D-5 3Nb-94 fish 3.OOOE+02 I3.000E+02 IBIOFAC(18l1)

D-5

'Nb-94

, crustacea and mollusks 1.OOOE+02 31.OOOE+02

'BIOFAC(18,2)

D-5 3

3 3

D-5 ' Ni-63

, fish 3 1.000E+02 ' 1.000E+02 IBIOFAC(19,1)

D-5 ' Ni-63

, crustacea and mollusks

' 1.000E+02 '.OOOE+02 'BIOFAC(19,2)

D-5 3

a D-5 Np-2 3 7+D, fish

' 3.000E+01 ' 3.000E+01 ' BIOFAC(20,1)

D-5

'Np-237+D, crustacea and mollusks

' 4.000E+02 '4.000E+02 3BIOFAC(20,2)

D-5 3

I D-5 3 Pa-231 fish I 1.000E+01 '1.000E+01 'BIOFAC(21,1)

D-5 3 Pa-231

, crustacea and mollusks 1.100E+02 21.100E+02 'BIOFAC(21,2)

D-5 3

D-5

' Pb-210+D,

fish 3 3.000E+02 23.000E+02 IBIOFAC(22,1)

D-5 3 Pb-210+D, crustacea and mollusks 3 1.000E+02 31.000E+02 aBIOFAC(22,2)

D-5 3

D-5

' Po-210 fish

' 1.000E+02 1.000E+02 'BIOFAC(23,1)

D-5 3 Po-210

, crustacea and mollusks 3 2.000E+04 2.000E+04 3BIOFAC(23,2)

D-5 3

3 D-5 3 Pu-238

, fish 3.000E+01 3.000E+01 'BIOFAC(24,1)

D-5 3 Pu-238

, crustacea and mollusks

' 1.000E+02 31.000E+02 3BIOFAC(24,2)

D-5 D-5 3 Pu-239

, fish 3.000E+01 ' 3.000E+01 'BIOFAC(25,1)

D-5

' Pu-239

, crustacea and mollusks

' 1.000E+02 31.000E+02 BIOFAC(25,2)

D-5 3

D-5 2 Pu-241+D,

fish 3.000E+01 ' 3.000E+01 'BIOFAC(26,1)

D-5 Pu-241+D, crustacea and mollusks 3 1.000E+02 ' 1.000E+02 'BIOFAC(26,2)

D-5 3

D-5 Ra-226+D, fish

' 5.000E+01 35.000E+01 3BIOFAC(28,I)

D-5 3 Ra-226+D, crustacea and mollusks 2.500E+02 I2.500E+02 BIOFAC(28,2)

D-5 I D-5 I Sb-125

, fish 3 1.000E+02 I1.000E+02 IBIOFAC(29,1)

D-5

' Sb-125

, crustacea and mollusks I 1.000E+01 31.000E+01 3BIOFAC(29,2)

D-5

'3 3

D-5 2 Sr-90+D fish 3 6.000E+01 26.000E+01 3BIOFAC(31,l)

D-5

' Sr-90+D, crustacea and mollusks 2 1.000E+02 31.OOOE+02 3BIOFAC131,2)

D-5 3

3 3

3 D-5

' Tc-99

, fish 3 2.000E+01 32.000E+01 ' BIOFAC(32,1)

D-5 Tc-99

, crustacea and mollusks 3 5.000E+00 5.000E+00 IBIOFAC(32,2)

D-5 3

3 D-5 3 Te-125m fish

' 4.000E+02 I4.OOOE+02 3BIOFAC(33,1)

D-5

' Te-125m

, crustacea and mollusks 3 7.500E+01 I7.500E+01 3BIOFAC(33,2)

D-5 3 3

3 D-5 3 Th-229+D, fish 3 1.000E+02 31.000E+02 3 BIOFAC(34,1)

D-5 Th-229+D, crustacea and mollusks I 5.000E+02 35.000E+02 'BIOFAC(34,2)

D-5 D-5 3 Th-230

, fish 3 1.000E+02 21.000E+02 IBIOFAC(35,1)

D-5 ' Th-230

, crustacea and mollusks

' 5.000E+02 35.000E+02 2BIOFAC(35,2)

D-5 3

2 D-5

' U-233

, fish 3 1.000E+01 I1.000E+01 3BIOFAC(36,1)

D-5 3 U-233

, crustacea and mollusks I 6.000E+01 36.000E+01

'BIOFAC(36,2)

D-5 '

3

l Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-00x-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 9 I

1RESRAD, Version 6.21 Tg Limit -

30 days 12/08/2004 08:53 Page 8

Summary : YR Material to WCS -

soil run File: YR to WCS soil.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: FGR 13 Morbidity 0

Current Parameter Menu Parameter Value Default Name D-5 U-234

, fish 1.3OOOE+01 I1.000E+01 BIOFAC(37,l)

D-5 s U-234

, crustacea and mollusks 6.000E+01 6.OOOE+01 I BIOFAC(37,2)

D-5 D-5 U-235+D

, fish 1.000E+01 1.000E+01 BIOFAC(38,1)

D-5 U-235+D

, crustacea and mollusks 6.000E+01 6.OOOE+0l BIOFAC(38,2) ififfIfifffiffifffffififfffffffififf~fffffifffififfififffffiffffiff~ffififfff~ffffifffifffffffiffffifffififf

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 10 IRESRAD, Version 6.21 To Limit -

30 days 12/08/2004 08:53 Page 9

Summary : YR Material to WCS -

soil run File: YR to WCS soil.RAD Site-Specific Parameter Summary 3

User Used by RESRAD Parameter Menu Parameter Input a

Default (If different from user input) '

Name ROll ' Area of contaminated zone (m**2)

' 7.500E+02 ' l.OOOE+04 '

I AREA ROll ' Thickness of contaminated zone (m)

I 2.OOOE+00 32.000E+00 '

3 THICKO R0ll ' Length parallel to aquifer flow Cm)

I 3.100E+O1 l.OOOE+02 3 3 LCZPAQ ROll Basic radiation dose limit (mrem/yr) a l.OOOE+OO 3 2.500E+01 '

' BRDL ROll ' Time since placement of material Cyr)

I O.OOOE+OO O.OOOE+OO '

TI ROll ' Times for calculations Cyr) 3 1.OOOE+00 ' l.OOOE+OO 3 a T( 2)

ROll ' Times for calculations Cyr)

I 3.000E+00 3 3.OOOE+00 3 3 T( 3)

ROll 3 Times for calculations Cyr)

' l.OOOE+0l ' l.OOOE+0l T( 4)

R011 ' Times for calculations Cyr)

I 3.000E+01 ' 3.OOOE+O1 '

3 T( 5)

R011 2 Times for calculations Cyr)

I 1.OOOE+02 I 1.OOOE+02 I

' Tl 6)

ROll a Times for calculations Cyr)

I 3.000E+02 3 3.000E+02 I 3 Tl 7)

R011 a Times for calculations Cyr)

' 1.OOOE+03 ' 1.OOE+03 I 3 T( 8)

ROll ' Times for calculations (yr) a not used

'0.000E+00 3

3 T( 9)

ROll a Times for calculations (yr) a not used

'O.OOOE+OO 3

T(10)

R012 a Initial principal radionuclide (pCi/g): Ag-108m a l.OOOE+00 OOOE+O a Sl( 2)

R012 a Initial principal radionuclide (pCi/g): Am-241 I 1.OOOE+00 2 O.OOOE+00 '

a SlI 3)

R012 a Initial principal radionuclide (pCi/g): C-14 1.OOOE+00 ' O.OOOE+O I a

Sl( 5)

R012 a Initial principal radionuclide (pCi/g): Cm-243 31.OOOE+00 I O.OOOE+OO a Si( 6)

R012 a Initial principal radionuclide (pCi/g): Co-60 3 1.OOOE+O0 3 O.OOOE+00 I a Si( 8)

R012 a Initial principal radionuclide (pCi/g): Cs-134 I 1.000E+00 3 O.OOOE+O 3 Sl( 9)

R012 a Initial principal radionuclide (pCi/g): Cs-137 a 1.OOOE+00 ' O.OOOE+00 '

a Sl(10)

R012 a Initial principal radionuclide (pCi/g):

Eu-152 a 1.000E+00 3 O.OOOE+00 I a Slll)

R012 a Initial principal radionuclide (pCi/g): Eu-154 I1.OOOE+00 O.OOOE+00 a a S1(13)

R012 a Initial principal radionuclide (pCi/g): Eu-155 1.OOOE+00 I0.000E+00 3 a S1(14)

R012 Initial principal radionuclide (pCi/g):

Fe-55 l.OOOE+000 I O.OOE+OO a S1(15)

R012 3 Initial principal radionuclide (pCi/g):

H-3 a 1.OOOE+00 I O.OOOE+00 '

a S1117)

R012 ' Initial principal radionuclide (pCi/g):

Nb-94 a 1.OOOE+00 2 O.OOOE+00 a S118)

R012 a Initial principal radionuclide (pCi/g):

Ni-63 1.000E+00 3 O.OOOE+OO a Sl(19)

R012 a Initial principal radionuclide (pCi/g):

Pu-238

' l.OOOE+00 3 O.OOOE+00 3 3 S1(24)

R012 I Initial principal radionuclide (pCi/g):

Pu-239 1.OOOE+00 3 O.OOOE+00 '

a S1(25)

R012 I Initial principal radionuclide (pCi/g):

Pu-241 a 1.OOOE+00 3 O.OOOE+00 3 3 S1(26)

R012 I Initial principal radionuclide (pCi/g):

Sb-125

$ l.OOOE+00 ' O.OOE+OO a S1(29)

R012 I Initial principal radionuclide (pCi/g):

Sr-90 3 i.OOOE+OO ' O.OOOE+O a S1(31)

R012 I Initial principal radionuclide (pCi/g):

Tc-99 I.OOOE+OO ' O.OOOE+O '

a S1(32)

R012 I Concentration in groundwater (pCi/L):

Ag-108m Inot used 3 O.OOOE+OO a W1( 2)

R012 I Concentration in groundwater (pCi/L): Am-241 Inot used 3 O.OOOE+OO a W1( 3)

R012 I Concentration in groundwater (pCi/L):

C-14 3 not used IO.OOOE+00 I a Wl( 5)

R012 a Concentration in groundwater (pCi/L): Cm-243 3 not used O.OOOE+00 3 Wi( 6)

R012 a Concentration in groundwater (pCi/L):

Co-60 3 not used O.OOOE+00 Wl( 8)

R012 3 Concentration in groundwater (pCi/L): Cs-134 3not used

' O.OOOE+O WI( 9)

R012 3Concentration in groundwater (pCi/L):

Cs-137 3 not used 3 O.OOOE+00 I a WlllO)

R012 3 Concentration in groundwater (pCi/L):

Eu-152 3 not used I O.OOOE+OO a Wllll)

R012 3 Concentration in groundwater (pCi/L):

Eu-154 3not used a O.OOOE+OO 3 W1(13)

R012 3 Concentration in groundwater CpCi/L):

Eu-155 I not used 3 O.OOOE+00 '

a Wl(14)

R012 3Concentration in groundwater (pCi/L):

Fe-55

' not used 2 O.OOOE+OO a W1(15)

R012 3Concentration in groundwater (pCi/L):

H-3

' not used a O.OOOE+O I W1(17)

R012 Concentration in groundwater (pCi/L):

Nb-94 I not used a O.OOOE+OO a Wl(18)

R012 Concentration in groundwater (pCi/L):

Ni-63 3 not used I O.OOOE+OO a Wlll9)

R012 3 Concentration in groundwater (pCi/L):

Pu-238 Inot used ' O.OOOE+00 I

' W1l24)

R012 3 Concentration in groundwater (pCi/L):

Pu-239 Inot used ' O.OOOE+00 3 a Wl(25)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 11 lRESRAD, Version 6.21 To Limit - 30 days 12/08/2004 08:53 Page 10 Summary : YR Material to WCS -

soil run File: YR to WCS soil.RAD Site-Specific Parameter Summary (continued) 0 User S

Used by RESRAD 3

Parameter Menu Parameter Input 3

Default (If different from user input) 2 Name R012 Concentration In groundwater (pCi/L):

Pu-241 not used 0.OOOE+00 I Wl(26)

R012 Concentration in groundwater (pCi/L):

Sb-125 not used 0.000E+00 Wl(29)

R012 Concentration in groundwater (pCi/L): Sr-90 not used 0.OOOE+00 Wl.(31)

R012 Concentration in groundwater (pCi/L): Tc-99 not used 0.OOOE+00 I Wl(32) 3 3

3 3

3 R013 Cover depth Im) 4.600E+00 0.OOOE+00 COVERO R013 Density of cover material tg/cm-3) 2.100E+00 1.500E+O0 I DENSCV R013 Cover depth erosion rate (m/yr) 1.830E-06 1.OOOE-03 VCV R013 Density of contaminated zone tg/cm *3) 1.510E+00 1.500E+00 DENSCZ R013 Contaminated zone erosion rate (m/yr) 1.000E-03 l.OOOE-03 VCZ R013 Contaminated zone total porosity 4.300E-01 4.OOOE-01 TPCZ R013 Contaminated zone field capacity 5.OOOE-02 2.OOOE-01 FCCZ R013 Contaminated zone hydraulic conductivity (m/yr) 2.506E+03 1.OOOE+01 HCCZ R013 Contaminated zone b parameter 9.750E-01 5.300E+00 BCZ R013 Average annual wind speed (m/sec) 2.OOOE+00 2.OOOE+00 WIND R013 Humidity in air (g/m*^3) 8.OOOE+00 3 8.000E+00 HUMID R013 Evapotranspiration coefficient 9.500E-01 5.OOOE-01 EVAPTR R013 Precipitation (m/yr) 3.550E-01 1.000E+00 PRECIP R013 3Irrigation (m/yr) 2.000E-01 2.000E-01 RI R013 Irrigation mode overhead overhead IDITCH R013 Runoff coefficient 4.000E-01 I 2.000E-O1 RUNOFF R013 Watershed area for nearby stream or pond (m**2) 1.OOOE+06 1.OOOE+06 WAREA R013 Accuracy for water/soil computations 1.000E-03 3 1.000E-03 EPS R014 Density of saturated zone (g/cm*13) 1.520E+00 1.500E+00 DENSAQ R014 Saturated zone total porosity 3 4.000E-01 4.000E-01 TPSZ R014 3Saturated zone effective porosity 3.200E-01 3 2.000E-01 EPSZ R014 Saturated zone field capacity 8.000E-02 2.000E-01 FCSZ R014 Saturated zone hydraulic conductivity (m/yr) 5.500E+03 1.000E+02 HCSZ R014 Saturated zone hydraulic gradient 2.000E-02 2.000E-02 HGWT R014 Saturated zone b parameter 4.050E+00 5.300E+00 BSZ R014 Water table drop rate (m/yr) 1.000E-03 1.000E-03 VWT R014 Well pump intake depth Cm below water table) 1.000E+01 1.0000E+1 DWIBWT R014 Model: Nondispersion (ND) or Mass-Balance (MB)

' ND

' ND MODEL R014 Well pumping rate (m*3/yr) 2.500E+02 2.500E+02 UW R015 Number of unsaturated zone strata 1

I NS R015 Unsat.

zone 1, thickness tm) 3.000E+02 4.000E+00 Htl)

R015 Unsat.

zone 1, soil density (g/cmn*3) 2.100E+00 1.500E+00 DENSUZ(l)

R015 Unsat.

zone 1. total porosity 4.200E-01 4.OOOE-01 TPUZ(l)

R015 Unsat.

zone 1, effective porosity

' 6.OOOE-02 2.000E-01 EPUZ(l)

R015 Unsat.

zone 1, field capacity 3.600E-01 2.000E-01 FCUZ(l)

R015 Unsat.

zone 1. soil-specific b parameter.

1.140E+01 5.300E+00 BUZ(l)

R015 Unsat.

zone 1, hydraulic conductivity (m/yr) 1.000E-03 1.OOOE+O1 HCUZ(l)

R016 Distribution coefficients for Ag-108m.

R016 Contaminated zone (cm"3/9) 2.160E+02 0.000E+00 DCNUCC( 2)

R016 Unsaturated zone 1 (cm**3/g) 3 1.800E+02 0.000E+00 DCNUCU( 2,1)

R016 3 Saturated zone (cm**3/g) 9.OOOE+01 0.000E+00 3 DCNUCS( 2)

R016 3 Leach rate (/yr) 0.000E+00 O.OOOE+00 3.165E-05 ALEACH(

2)

R016 Solubility constant 0.000E+00

0.000E+00 not used SOLUBK( 2)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 12 IRESRAD, Version 6.21 Tg Limit -

30 days Summary : YR Material to WCS -

soil run 12/08/2004 08:53 Page 11 File: YR to WCS soil.RAD Site-Specific Parameter Summary (continued) 0 3

User Used by RESRAD

' Parameter Menu '

Parameter Input a

Default I

(If different from user input) '

Name R016 3 R016 3 R016 '

R016 3 R016 '

R016 3 R016' R016 3 R016 '

R016 3 R016 a R016 3 R016 '

R016 3 R016 3 R016 '

R016 '

R016 R016 '

R016 3 R016 3 R016 3 R016 3 R016 3 R016 R016 3 R016 3 R016 3 R016 3 R016 3 R016 '

R016 '

P016 '

R016 3 R016 3 R016 3 R016 '

R016 '

R016 R016 3 R016 3 R016 3 Distribution coefficients for Am-241 Contaminated zone (cm**3/g)

Unsaturated zone 1 Ccm**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for C-14 Contaminated zone (cm-3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Cm-243 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cmr*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Co-60 Contaminated zone (cm*3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Cs-134 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cmr*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Cs-137 Contaminated zone (cm-*3/g)

Unsaturated zone 1 (ca**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Eu-152 Contaminated zone (cml*3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm*3/g)

Leach rate (/yr)

Solubility constant 1.445E+03

'8.400E+03

1. 900E+03 O.OOOE+00

' O.OOOE+00 3 1.100E+Ol

'3l.OOOE+OO 5.000E+00

' O.OOOE+00

'O.OOOE+OO

'6.761E+03

'6.000E+03

'4.000E+03

'O.OOOE+00

'2.350E+02

'5.500E+02

'6.000E+01 O.OOOE+00

'O.OOOE+00

'4.460E+02

'1.900E+03

'2.800E+02 O.OOOE+00 O.OOOE+00

'4.460E+02

'1.900E+03

'2.800E+02 O.OOOE+00

' O.OOOE+00

'8.250E+02

'-1.OOOE+00

' O.OOOE+00 3 O.OOOE+00 3

3 2.000E+01 2 OOOE+01

' 2.000E+01 0.OOOE+00 O.OOOE+00 '

3 3

0.OOOE+00 '

' O.OOOE+00 '

0.OOOE+00 '

3 3

3-1.OOOE+00 3

'-1.OOOE+00 '

'-l.000E+00 O.OOOE+00 3 O.OOOE+00 3 3

3 3

3 31.000E+03 3 31.OOOE+03 3 1

.OOOE+03 3 O.OOOE+00 3 3

3 3

3

' l.OOOE+03' 31.000E+03

' 1.OOOE+03

' l.OOOE+03 O.OOOE+00 I I

3.OOOE+OO 3

3 31.OOOE+03 21.OOOE+03 2

21.OOOE+03 3O.OOOE+00

'0O.OOOE+ 003 3

3 3

3

'-1.OOOE+00 '

'-1.OOOE+ 003

'-1.OOOE+00 I 3 0.000E+003

'0.000E+00' 4.732E-06 not used 6.197E-04 not used 1.011E-06 not used 2.909E-05 not used 1.533E-05 not used 1.533E-05 not used 8.249E+02 8.249E+02 8.249E+02 8.289E-06 not used DCNUCC1

'DCNUCU(

'DCNUCS(

'ALEACH(

'SOLUBK(

'DCNUCC(

DCNUCU(

'DCNUCS(

'ALEACH(

'SOLUBK(

'DCNUCC(

'DCNUCU(

'DCNUCS(

' ALEACH(

'SOLUBK(

'DCNUCC(

' DCNUCU(

'DCNUCS(

3ALEACH(

'SOLUBK(

'DCNUCC(

' DCNUCUs 2DCNUCS(

'ALEACH(

' SOLUBK(

3) 3,1) 3)

3) 3)

5) 5, 1) 5)

5) 5)

6) 6, 1) 6)

6) 6)

8) 8, 1) 8)

8) 8)

9 )

9,1) 9)

9) 9)

'DCNUCC(10)

'DCNUCU(10,1)

'DCNUCS(10) 3ALEACH(10)

'SOLUBK(10)

'DCNUCC(11)

'DCNUCU(11,1)

' DCNUCS(1l)

ALEACH(11)

'SOLUBK(11)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS. Page 13 lRESRAD, Version 6.21 Ta Limit -

30 days Summary : YR Material to WCS -

soil run 12/08/2004 08:53 Page 12 File: YR to WCS soil.RAD Site-Specific Parameter Summary (continued) 0 3

User a

Used by RESRAD a

Parameter Menu 3 Parameter 3

Input

' Default

' (If different from user input) 3 Name R016 3 R016 3 R016 a R016 3 R016 3 R016 3 R016 '

R016 3 R016 3 R016 '

R016 3 R016 '

R016 '

R016 3 R016 3 R016 3 R016 3 R016 3 R016 R016 R016 3 R016 3 R016 '

R016 3 R016 '

R016 R016 3 R016 3 R016 3 R016 3 R016 '

R016 '

R016 3 R016 3 R016 3 R016 '

R016 3 R016 3 R016 '

R016 '

R016 3 Distribution coefficients for Eu-154 Contaminated zone (cman3/g)

Unsaturated zone 1 (cm*3/g)

Saturated zone (cm-3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Eu-155 Contaminated zone (cm-*3/9)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm*13/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Fe-55 Contaminated zone (cm-*3/g)

Unsaturated zone 1 (cmr*3/g)

Saturated zone (cm"3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for H-3 Contaminated zone (cm *3/g)

Unsaturated zone 1 (cm'*3/g)

Saturated zone (cm 1*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Nb-94 Contaminated zone (cm**3/gl Unsaturated zone 1 (cm*'3/g)

Saturated zone (cm'*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Ni-63 Contaminated zone (cma*3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Pu-238 Contaminated zone (cm'*3/g)

Unsaturated zone 1 (cm3/g)

Saturated zone (cmn*3/g)

Leach rate (/yr)

Solubility constant

' 8.250E+02 3-l.OOOE+00

'-l.OOOE+00 :-l.OOOE+00

'-1.OOOE+00 '-l.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 ' 0.OOOE+00

'_8.250E+02 :-I.OOOE+00

'-l.OOOE+00 '-1.OOOE+00

'-l.OOOE+00 '-l.OOOE+00

' O.OOOE+00 0.OOOE+00

' 2.090E+02' l.OOOE+03'

' 1.650E+02 1.OOOE+03'

' 2.200E+02 1.OOOE+03'

' O.OOOE+00 O.OOOE+00 0.OOOE+00 3 0.OOOE+00 2

6:OOOE-023 0.OOOE.003

' O.OOOE+00' O.OOOE+00'

' 0.000E-002 O.OOOE+00O

' O.OOOE+00' O.OOOE+00O

' O.OOOE+00 '.0.OOOE+00 '

3 3

3

' 3.800E+02' O.OOOE+00O

' 9.OOOE+02' O.OOOE+00'

' 1.600E+02 ' O.OOOE+00O

' 0.OOOE.00' O.OOOE+00O

' 0.OOOE+00' O.OOOE+00' 3

3 3

' 4.240E+02 1.OOOE+03

' 6.500E+02 '.OOOE+03

' 4.OOOE+023 1.OOOE+03' 30.OOOE+003 0.OOOE+00 3 0.OOOE+003

.OOOE+003

' 9.530E+02 2.OOOE+03 35.100E+032 2.OOOE+033

' 5.500E+02 2.OOOE+03'

' O.OOOE+00' O.OOOE+00 '

' O.OOOE+00 0.OOOE+00' 8.249E+02 8.249E+02 8.249E+02 8.289E-06 not used 8.249E+02 8.249E+02 8.249E+02 8.289E-06 not used 3.27lE-05 not used 7.344E-02 not used 1.799E-05 not used 1.613E-05 not used 7.175E-06 not used DCNUCC(13)

' DCNUCU(13,l)

' DCNCS(13)

' ALEACH(13)

' SOLUBK(13)

DCNUCC(14)

' DCNUCU(14,1)

' DCNUCS(14)

' ALEACH(14)

' SOLUBK(14)

' DCNUCC(15)

' DCNUCU(15,1)

' DCNUCS(15)

' ALEACH(15)

' SOLUBK(15)

' DCNUCC(17)

' DCNUCU(17,1)

' DCt4UCS(17)

' ALEACH(17)

' SOLUBK(17)

' DCNUCC(18)

' DCNUCU(18,1)

' DCNUCS(18)

' ALEACH(18)

SOLUBK(18)

' DCNUCC(19)

' DCNUCU(19,1)

' DCNUCS(l9)

' ALEACH(19)

' SOLUBKC19)

' DCNUCC(24)

' DCNUCUC24,1)

' DCNUCS(24)

' ALEACH(24)

SOLUBK(24)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 14 lRESRAD, Version 6.21 TS Limit -

30 days Summary : YR Material to WCS -

soil run 12/08/2004 08:53 Page 13 File: YR to WCS soil.RAD Site-Specific Parameter Summary (continued) 0 User Used by RESRAD Parameter Menu Parameter Input Default (If different from user input)

Name R016 D3

-stribution cffi,.-.s for D...3g 3 '

R016 3 R016 3 R016 3 R016 3 R016 3 R016 R016 3 R016 3 R016 R016 R016 3

R016 R016 R016 R016 3

R016 R016 R016 R016 3 R016 3 R016 3 R016 3 R016 3 R016 R016 3 R016 R016 3 R016 3 R0163 R016 R016 R016 Contaminated zone (cmn3fg)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Pu-241 Contaminated zone (cma*3/g)

Unsaturated zone 1 (cm*13/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Sb-125 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Sr-90 Contaminated zone (cm*^3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cmn*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Tc-99 Contaminated zone (cma*3/g)

Unsaturated zone 1 (can*3/g)

Saturated zone (cm*3 3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Ac-227 Contaminated zone (cm*-3/g)

Unsaturated zone 1 (cmr*3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Am-243 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm3*3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant 9.530E+02 ' 2.000E+03 I5.100E+03 3 2.000E+03 5.500E+02 2.000E+03 0.000E+00 3 0.000E+00 0.000E+00 0.000E+00 3

3 3

3 9.530E+02 2.000E+03 5.100E+03 2.000E+03 5.500E+02 3 2.000E+03 0.000E+00 0.OOOE+00 0.000E+00 ' 0.000E+00 3

3 3

3 3.800E+02 0.000E+00 2.500E+02 0.000E+00 4.500E+01 0.000E+00 O.000E+00 0.000E+00 0.000E+00 2 0.OOOE+00 3

3 3

3 3.200E+01 3.000E+01 1.100E+02 3.000E+01 1.500E+01 3.000E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 3

3 5.100E-01 0.000E+00 1.OOOE+00 0.000E+00 31.OOOE-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 O.000E+00 3

3 a

3 8.250E+02 2.000E+01 2.400E+03 2.000E+01 7.175E-06 not used 7.175E-06 not used 1.799E-05 not used 2.135E-04 not used DCNUCC(25)

DCNUCU(25, 1) 3DCNUCS(25)

ALEACH(25) 3SOLUBK(25)

DCNUCC(26)

DCNUCU(26, 1)

DCNUCS(26)

ALEACH(26) 3SOLUBK(26) 3DCNUCC(29) 3DCNUCU(29,1) 3DCNUCS(29) 3ALEACH(29) 3SOLUBK(29)

DCNUCC(31)

DCNUCU(31,1)

DCNUCS(31) 3ALEACH(31)

SOLUBK(31)

DCNUCC(32)

DCNUCU(32,1)

DCNUCS(32)

ALEACH(32)

SOLUBK(32)

DCNUCC( 1) 3DCNUCU(

1,1) 2DCNUCS(

1) 3ALEACH( 1)

SOLUBK( 1)

DCNUCC( 4)

DCNUCU( 4,1)

DCNUCS( 4) 3ALEACH( 4)

SOLUBK( 4) 1.259E-02 not used R016 3 R016 3

R016 3 R*016 R016 R016 3 R016I R016 3 R016 3 R016 3 34.500E+02 2.000E+01 0.000E+00 30.OOOE+00 0.000E+00 0.000E+00 1.445E+03 2.000E+01 8.400E+03 2.000E+01 1.900E+03 2.000E+01 0.OOOE+00 0.000E+00 0.000E+00 0.000E+00 8.288E-06 not used 4.732E-06 not used

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 15 lRESRAD, Version 6.21 Tv Limit -

30 days Summary : YR Material to WCS -

soil run 12/08/2004 08:53 Page 14 File: YR to WCS soil.RAD Site-Specific Parameter Summary (continued) 0 a

User 2

2 Used by RESRAD

'Parameter Menu Parameter Input Default (If different from user input)

Name R016 a R016 2 R016 2 R016 3 R016 3 R016 2 R016 R016 2 R016 3 R016 3 R016 3 R016 3 RO 16 R016 R016 R016 2 R016 R016 R016 2 R016 3 R016 3 R016 R016 l

R016 2 R016 2 R016 a R016 3 R016 3 R016 3 R016 3 R016 R016 2 R016 3 R016 2 R016 2 R016 3

R016 R016 3 R016 R016 R016 R016 2 Distribution coefficients for daughter Gd-152 Contaminated zone (cm 3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Np-237 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cmn3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Pa-231 Contaminated zone (cm*^3/g)

Unsaturated zone 1 (cm^3/g)

Saturated zone (cm*^3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Pb-210 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm^^3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Po-210 Contaminated zone (cm^*3/g)

Unsaturated zone 1 (cm^^3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Ra-226 Contaminated zone (cm^*3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Te-125m Contaminated zone (cm^^3/g)

Unsaturated zone 1 (cm^^3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant 2

2 3

3 8.250E+02 3-l.OOOE+00 3-1.OOOE+00 3O.OOOE+O0 3 O.OOOE+00 1.700E+01 5.500E+01 5.000E+00 0.000E+00 O.OOOE+00 3.800E+02 2.700E+03 35.500E+02 O.OOOE+00 3O.OOOE+00 2.392E+03 5.500E+02 2.700E+02 O.OOOE00 3O.OOOE+00 1.810E+02 33.000E+03 31.500E+02 3O.OOOE+00 O.OOOE+00 3.533E+03 39.100E+03 35.000E+02 O.OOOE+00 3 0.000E+00

3.800E+01 7.200E+02

1.250E+02 O.OOOE+00 0.000E+00

'-1.OOOE+00 3 3-1.OOOE+00 2 2-1.000E+00 3 2 0.000E+00 3 2 0.000E+00 3

'-l.OOOE+00 3-1.0005+00 I

'-1.0005+00I IO.OOOE+00 I 2O.OOOE+000 2 5.0005.01 2

5.OOOE+013

-5.OOOE+001 Il.OOOE+00 2 O.OOOE00 I

1.000E+02 2

1.OOOE+02 2

1.000E+02 3 50.000E+00 3

'*O.000E+OO 3

3 1.000E+01 2

31.000E+01 2 1.0005+01 I O.OOOE+00 O

O.OOOE+00 2

2 3

2 2

27.OOOE+01 2

37.OOOE+01 I 27.OOOE+01 3 O.OOOE+000

' 0.000E+003 O.OOOE+00 3 I0.000E+00 3

l0.000E+00 a0.000E+00 O.OOOE+00 3 8.249E+02 8.249E+02 8.249E+02 8.289E-06 not used 4.014E-04 not used 1.799E-05 not used 2.859E-06 not used 3.777E-05 not used 1.935E-06 not used 1.798E-04 not used 3 DCNUCC(16)

DCNUCU(16,1)

DCNUCS(16) s ALEACH(16)

SOLUBK(16)

DCNUCC(20)

DCNUCU(20,1)

DCNUCS(20)

ALEACH(20)

SOLUBK(20) 2 DCNUCC(21)

DCNUCU(21,l)

DCNUCS(21)

ALSACH(21) 3 SOLUBK(21) 2 DCNUCC(22) s DCNUCU(22,1) 2 DCNUCS(22) 2 ALEACH(22) 2 SOLUBK(22)

DCNUCC(23) 2 DCNUCU(23,1) 3 DCNUCS(23) 3 ALEACH(23)

SOLUBK(23) 3 DCNUCC(28) 3 DCNUCU(28,1)

DCNUCS(28)

ALEACH(28)

SOLUBK(28)

DCNUCC(33)

' DCNUCU(33,1) 2.DCNUCS(33)

ALEACH(33) 3 SOLUBK(33)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 16 IRESRAD, Version 6.21 Ta Limit -

30 days Summary : YR Material to WCS -

soil run 12/08/2004 08:53 Page 15 File: YR to WCS soil.RAD Site-Specific Parameter Summary (continued) 0 3

User 3'

Used by RESRAD

' Parameter Menu I Parameter a

Input Defaut If different from user input) I Name R016 ' Distribution coefficients for daughter Th-229 R016 '

Contaminated zone icm-3/9)

R016 Unsaturated zone 1 (cm3/g)

R016 Saturated zone (cm*'3/g)

R016 '

Leach rate (/yr)

R016 Solubility constant R016 Distribution coefficients for daughter Th-230 R016 Contaminated zone (cm'3/g)

R016 Unsaturated zone 1 (cm-3/gi R016 Saturated zone (cm**3/g)

R016 Leach rate (/yr)

R016 3 Solubility constant R016 Distribution coefficients for daughter U-233 R016 Contaminated zone (cm**3/g)

R016 3 Unsaturated zone 1 (cm**3/g)

R016 3 Saturated zone (cml*3/g)

R016 l

Leach rate (/yr)

R016 '

Solubility constant R016 'Distribution coefficients for daughter U-234 R016 l

Contaminated zone (cm**3/g)

R016 3 Unsaturated zone 1 (cm'3/g)

R016 3 Saturated zone (cm3/g)

R016 3 Leach rate l/yr)

R016 Solubility constant R016 Distribution coefficients for daughter U-235 R016 Contaminated zone (cmn'3/g)

R016 '

Unsaturated zone 1 (cm*'3/g)

R016 '

Saturated zone (cm**3/g)

R016 I Leach rate (/yr)

R016 l

Solubility constant R017 'Inhalation rate (m3/yr)

R017 'Mass loading for inhalation (g/m3)

R017 3Exposure duration R017 'Shielding factor, inhalation R017 IShielding factor, external gamma R017 ' Fraction of time spent indoors R017 3Fraction of time spent outdoors (on site)

R017 3Shape factor flag, external gamma 5.884E+03 5.800E+03 3.200E+03 O.OOOE+0O O.OOOE+00 5.884E+03 5.800E+03 3.200E+03 O.OOOE+O0 O.OOOE+00 1.260E+02 1.600E+03 3.500E+01 O.OOOE+00 O.OOOE+O0 1.260E+02 1.600E+03 3.500E+01 O.OOOE+O0 O.OOOE+00 1.260E+02 1.600E+03 3.500E+01 O.OOOE+00 O.OOOE+00 8.400E+03 l.OOOE-04 3.OOOE+0l 4.OOOE-Ol 7.OOOE-01 5.000E-01 2.500E-01 1.OOOE+00 3

3 3

a 3

6.000E+04 6.OOOE+04 6.OOOE+04 O.OOOE+00 0.000E+00 6.OOOE+04 6.000E+04 6.000E+04 O.OOOE+00 O.OOOE+00 5.OOOE+01 5.OOOE+01 5.OOOE+0l O.OOOE+00 O.OOOE+00 5.000E+01 5.000E+01 5.000E+01 O.OOOE+00 O.OOOE+00 5.000E+01 5.000E+01 5.000E+01 O.OOOE+00 O.OOOE+00 8.400E+03 1.000E-04 3.OOOE+01 4.OOOE-01 7.OOOE-01 5.OOOE-O1 2.500E-01 1.000E+00 1.162E-06 not used 1.162E-06 not used

5. 425E-05 not used 5.425E-05 not used 5.425E-05 not used

>0 shows circular AREA.

DCNUCC(34)

'DCNUCU(34,1)

'DCNUCS(34)

'ALEACH134)

'SOLUBK(34)

'DCNUCC(35)

'DCRUCU(35,1)

'DCNUCS(35)

'ALEACH(35)

'SOLUBK(35)

'DCNUCC(36)

'DCNUCU(36,1)

' DCNUCS(36)

' ALEACH136)

'SOLUBK(36)

' DCNUCC(37)

'DCNUCU(37,1)

'DCNUCS(37)

'ALEACH(37)

'SOLUBK(37)

DCNUCC(38)

'DCNUCU(38,1)

'DCNUCS(38)

ALEACH(38)

'SOLUBK(38)

INHALR MLINH

' ED

'SHF3

'SHF1 FIND FOTD

'FS

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-O0-OOx-04 l

I

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 17 l

lRESRAD, Version 6.21 T7 Limit -

30 days Summary : YR Material to WCS -

soil run 12/08/2004 08:53 Page 16 File: YR to WCS soil.RAD Site-Specific Parameter Summary (continued) 0 3

User Used by RESRAD a

Parameter Menu 3 Parameter Input

' Default

(

(If different from user input) I Name R017 3 R017 R017 '

R017 3 R017 R017 3 R017 3 R017 2 R017 RO17 '

R017 '

R017 3 R017 3 R017 R017 '

R017 '

R0 17 3 RO17 '

R017 3 R017 '

R017 3 R017 3 RO17 3 R017 3 R0o17 '

R017 3 R018' Role 3 R018 3 R018 3 R018 3 R018 '

R018 '

R018 3 R018 3 R018 '

R018 9

R018 3 R018 3 R019 3 R019 3 R019 3 P019 '

ROl9 R019 '

Radii of shape factor array Outer annular radius Cm),

Outer annular radius (m),

Outer annular radius Im),

Outer annular radius (m),

Outer annular radius Im),

Outer annular radius tm),

Outer annular radius (m),

Outer annular radius Im),

(used if FS -

-1):

ring 1:

ring 2:

ring 3:

ring 4:

ring 5:

ring 6:

ring 7:

ring 8:

ring 9:

ring 10:

ring 11:

ring 12:

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:

not used

' 5.OOOE+01 not used

' 7.071E+01 not used 0.OOOE+00

'not used O.OOE+00

'not used

'O.000E+00O not used '.OOOE+00

'not used 3 O.OOOE+00 '

not used ' O.OOOE+00 '

not used

' 0.000E+00 '

Inot used 3 O.OOOE+00 I Inot used

' O.OOOE+00 '

not used

' O.000E+00 '

'*not used I 2.732E-01 '

'not used I 0.000E+00 '

' not used ' 0.000E+00 '

'3not used 3 0.000E+00 2

'3not used 3 0.000E+00 '

'3not used ' 0.000E+00 3

'3not used ' 0.000E+00 '

'3not used 3 0.000E+00 '

'3not used 2 0.000E+00 3

'3not used ' 0.000E+00 '

' 1.600E+02 ' 1.600E+02 '

I1.400E+01 3 1.400E+01 '

29.200E+01 3 9.200E+01 '

n 6.300E+d ' 6.300E+01 3

'not used 0

5.400E+00 '

3not used

' 9.000E-01 3 n

3.650E+d1 ' 3.650E+01 2 n.100E+02 3 5.100E+02 I no1.00E+00 ' 1.000E+00 3 1.000E+00 0

1.000E+00 2 no1.00E+00 3 1.000E+00 '

no1.00E+00 ' 1.000E+00 3 3not used 3 S.OOOE-01 0

3'-1

' -13

'-1

' -1

'-13 n

6.800E+d 0

6.800E+01 3

' S.S00E+01 1

S.S00E+01 2

'5.OOOE+01 2 5.000E+01 3 31.600E+02 2 1.600E+02 3 35.OOOE-01 2 5.005E-01 2

31.0000E-0

' 1.000E-04 2 RAD SHAPE( 1)

RADSHAPE( 2)

P RAD SHAPEC 3)

' RAD SHAPEC 4) 3 RAD7SHAPEI 5)

' RAD SHAPEI 6) 3 RAD SHAPEC 7)

P RAD SHAPEC 8) 3 RAD SHAPEI 9)

' RAD SHAPE110)

P RAD SHAPESll)

' RAD SHAPEC12)

FRACAI 1)

' FRACAI 2)

' FRACAC 3)

FRACA( 4)

FRACAI 5)

' FRACAC 6)

' FRACAC 7) 3 FRACAC 8) 3 FRACAC 9)

' FRACA110)

' FRACA(ll)

' FRACA112)

DIESTM)

' DIET(2)

' DIET13)

' DIETl4)

' DIET(S)

' DIET16)

' SOIL DWI FDW

' FHHW

' FLW

' FIRW

' FR9

' FPLANT

' FMEAT FMILK LFIS LFI6

$ LWI5

' LWI6

' LSI 4 MLFD Fruits, vegetables and grain consumption (kg/yr)

Leafy vegetable consumption (kg/yr)

Milk consumption IL/yr)

Meat and poultry consumption (kg/yr)

Fish consumption Ikg/yr)

Other seafood consumption (kg/yr)

Soil ingestion rate (g/yr)

Drinking water intake IL/yr)

Contamination fraction of drinking water Contamination fraction of household water Contamination fraction of livestock water Contamination fraction of irrigation water Contamination fraction of aquatic food Contamination fraction of plant food Contamination fraction of meat Contamination fraction of milk Livestock fodder intake for meat (kg/day)

Livestock fodder intake for milk (kg/day)

Livestock water intake for meat CL/day)

Livestock water intake for milk CL/day)

Livestock soil intake (kg/day)

Mass loading for foliar deposition (g/m**3) 0.375E+00 0.375E-01 0.37SE-01

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-OO-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 18 lRESRAD, Version 6.21 Tc Limit -

30 days 12/08/2004 08:53 Page 17 Summary : YR Material to WCS -

soil run File: YR to WCS soil.RAD Site-Specific Parameter Summary (continued) 0 User Used by RESRAD Parameter Menu 2 Parameter Input Default 3(If different from user input) 3 Name R019 ' Depth of soil mixing layer (m)

R019 ' Depth of roots (m)

R019 IDrinking water fraction from ground water R019 3 Household water fraction from ground water R019 Livestock water fraction from ground water R019 Irrigation fraction from ground water R19B Wet weight crop yield for Non-Leafy (kg/m**2)

R19B Wet weight crop yield for Leafy (kg/m**2)

R19B 2 Wet weight crop yield for Fodder (kg/mi*2)

R19B Growing Season for Non-Leafy (years)

R19B ' Growing Season for Leafy (years)

R19B 2 Growing Season for Fodder (years)

R19B ' Translocation Factor for Non-Leafy R19B ' Translocation Factor for Leafy R19B ' Translocation Factor for Fodder R19B ' Dry Foliar Interception Fraction for Non-Leafy R19B ' Dry Foliar Interception Fraction for Leafy R19B ' Dry Foliar Interception Fraction for Fodder R19B ' Wet Foliar Interception Fraction for Non-Leafy R19B 3 Wet Foliar Interception Fraction for Leafy R198 Wet Foliar Interception Fraction for Fodder R19B 2 Weathering Removal Constant for Vegetation C14 2 C-12 concentration in water (g/cm"3)

C14

' C-12 concentration in contaminated soil (g/g)

C14

' Fraction of vegetation carbon from soil C14

' Fraction of vegetation carbon from air C14 C-14 evasion layer thickness in soil (m)

C14

' C-14 evasion flux rate from soil (1/sec)

C14 C C-12 evasion flux rate from soil (1/sec)

C14

' Fraction of grain in beef cattle feed C14 2 Fraction of grain in milk cow feed C14 2 DCF correction factor for gaseous forms of C14 STOR Storage times of contaminated foodstuffs (days):

STOR '

Fruits, non-leafy vegetables, and grain STOR 3 Leafy vegetables STOR 3 Milk STOR I Meat and poultry STOR 3 Fish STOR 3 Crustacea and mollusks STOR '

Well water STOR 3 Surface water STOR '

Livestock fodder R021 ' Thickness of building foundation (m)

R021 3 Bulk density of building foundation (g/cm**3)

R021 ' Total porosity of the cover material R021 3 Total porosity of the building foundation R021 3 Volumetric water content of the cover material

' 1.500E-01 2 1.500E-01 2 3 9.OOOE-01 3 9.OOOE-01 '

'I1.000E+00 ' 1.000E+00 3 3 1.000E+00 3 1.000E+00 3 23l.OOOE+00 3 l.OOOE.00 3

' 1.OOOE+00 3 1.OOOE+00 I 2.0E0 1.000E+00'

' 7.000E-0l 2 7.000E-01 '

I 1.500E+00 2 1.500E+00 3

2 1.100E+00 2 1.100E+00 3

2 1.700E-01 3 1.700E-01 2

3 2.500E-01 3 2.500E-01 '

3 8.000E-02 3 8.000E-02 3

' 1.000E-01 3 1.000E-01 3

' 1.000E+00 3 1.000E+00 3

3 1.000E+00 3 1.000E+00 3

3 2.500E-01 2 2.500E-01 2

' 2.500E-01

' 2.500E-01 2

3 2.500E-01

' 2.500E-01 3

3 2.500E-01 2 2.500E-01 '

3 2.500E-01 ' 2.500E-01 3

' 2.500E-01 3 2.500E-01 2

2 2.000E+01 2 2.000E+01 3

2 2.OOOE-05 2 2.OOOE-05 2

I3.000E-02 3 3.000E-02 3

' 2.000E-02 3 2.000E-02 '

' 9.800E-01 ' 9.800E-01 3

' 3.000E-01 3 3.000E-01 3 2 7.000E-07 3 7.OOOE-07

' 1.000E-10 ' 1.OOOE-10 3

3 8.000E-01 3 B.000E-01 3 2.000E-01 2 2.000E-01 2

3 8.894E+01 3 8.894E+01 3 2

2 DM DROOT FGWDW FGWHH FGWLW FGWIR YV (1)

YV (2)

YV (3)

TE 1)

TE (2)

TE(3)

TIV(1)

TIV(2)

TIV(3)

RDRY (1)

RDRY (2)

RDRY (3)

RWET(1)

RWET (2)

RWET (3)

WLAM C12WTR C12CZ CSOIL CAIR DMC EVSN REVSN AVFG4 AVFG5 C02F

' 1.400E+01 '

2 1.000E+00 '

' 1.000E+00 '

' 2.000E+01 '

' 7.000E+00 '

' 7.000E+00 3 a 1.000E+00 '

3 1.000E+00 2

' 4.500E+01 3

' 1.500E-01 '

I2.400E+00 3 3 4.000E-01 3

' 1.000E-01 '

2 5.o00E-02 1.400E+01 1.OOOE+00 1.OOOE+00 2.000E+01 7.OOOE+00 7.000E+00 1.OOOE+00 1.000E+00 4.500E+01 1.500E-01 2.400E+00 4.OOOE-01 1.OOOE-01 5.OOOE-02 2

STOR T(1)

STORT (2)

STORT (3)

STOR T(4)

STOR T (5)

STORT (6)

STOR T(7)

STOR T(6)

STORT (9)

FLOOR1 DENSFL TPCV TPFL PH20CV

jProect:

Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-00x-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 19 1RESRAD, Version 6.21 Ta Limit -

30 days 12/08/2004 08:53 Page 18 Summary : YR Material to WCS -

soil run File: YR to WCS soil.RAD Site-Specific Parameter Summary (continued) 0 User Used by RESRAD 3

Parameter Menu Parameter Input Default (If different from user input)

Name R021 Volumetric water content of the foundation 3.000E-02 3.000E-02 PH20FL R021 Diffusion coefficient for radon gas (m/sec):

R021 in cover material

'2.000E-06 2.000E-06 DIFCV R021 in foundation material 3.000E-07 3.000E-07 DIFFL R021 3 in contaminated zone soil 2.000E-06 2.OOOE-06

'DIFCZ R021 Radon vertical dimension of mixing (m) 2.000E+00 2.000E+00 HMIX R021 Average building air exchange rate (l/hr) 5.OOOE-01 5.000E-01 REXG R021 Height of the building (room) (in) 2.500E+00 2.500E+00 HRM R021 Building interior area factor IO.OOOE+000 O.OOOE+00 Icode computed (time dependent)

FAI R021 3 Building depth below ground surface (m) 1-l.OOOE+00 '-l.OOOE+00 code computed (time dependent)

DMFL R021 Emanating power of Rn-222 gas 2.500E-01 2.500E-01 EMANA(l)

R021 Emanating power of Rn-220 gas not used 1.500E-01 EMANA(2) 3 3

3 3

TITL Number of graphical time points 32 NPTS TITL Maximum number of integration points for dose 17 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 suppressed 7 --

drinking water active 8 --

soil ingestion active 9 --

radon active Find peak pathway doses active fff1ffffIffffI fifffffffIffIf1fIftfI 1ffIlff t 1

fIfIf

l Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04 l

Subject:

RESRAD 6.21 Analysis for Soil. Concrete and Steel Debris at WCS. Page 20 lRESRAD, Version 6.21 Ta Limit - 30 days Summary : YR Material to WCS -

soil run Contaminated Zone Dimensions 12/08/2004 08:53 Page 19 File: YR to WCS soil.RAD Initial Soil Concentrations, pCi/g Area:

Thickness:

Cover Depth:

750.00 square meters 2.00 meters 4.60 meters Ag-108m Am-241 C-14 Cm-243 Co-60 Cs-134 Cs-137 Eu-152 Eu-154 Eu-155 Fe-55 H-3 Nb-94 NI-63 Pu-238 Pu-239 Pu-241 Sb-125 Sr-90 Tc-99 1.OOOE+00 1.OOOE+00 l.OOOE+00 1.OOOE+00 1.OOOE+00 l.OOOE+00 l.OOOE+00 l.OOOE+00 1.OOOE+00 l.OOOE+00 1.OOOE+00 l.OOOE+00 l.OOOE+00 l.OOOE+00 1.OOOE+00 1.000E+00 1.OOOE+00 l.OOOE+00 1.OOOE+00 1.OOOE+00 Total Dose TDOSEWt), mrem/yr Basic Radiation Dose Limit -

1.OOOE+00 mrem/yr Total Mixture Sum M~t) -

Fraction of Basic Dose Limit Received at Time (t) t (years):

O.OOOE+00 l.OOOE+00 3.OOOE+00 l.OOOE+0l 3.OOOE+01 l.OOOE+02 3.OOOE+02 1.000E+03 TDOSEMt):

6.056E-16 9.068E-15 1.054E-13 2.754E-12 6.466E-11 2.016E-09 3.829E-08 6.206E-07 M(t):

6.056E-16 9.068E-15 1.054E-13 2.754E-12 6.466E-11 2.016E-09 3.829E-08 6.206E-07 OMaximum TDOSE(t):

6.206E-07 mrem/yr at t -

l.OOOE+03 years

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 21 lRESRAD, Version 6.21 Tw Limit -

30 days 12/08/2004 08:53 Page 36 Summary : YR Material to WCS -

soil run File: YR to WCS soil.RAD Dose/Source Ratios Summed Over All Pathways Parent and Progeny Principal Radionuclide Contributions Indicated OParent Product Branch DSR(J,t)

(mrem/yr)/(pCi/g)

(i)

Mj) Fraction' t-O.OOOE+OO 1.OOOE+00 3.OOOE+00 l.OOOE+01 3.000E+01 l.OOOE+02 3.OOOE+02 1.OOOE+03 AAAAAAA AAAAAA AAAAAAAAA MAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAA AAAAAAAAA AAAAAAAA AAAAAAAAA Ag-108m Ag-108m l.OOOE+00 1.083E-40 1.077E-40 1.066E-40 1.026E-40 9.199E-41 6.280E-41 2.111E-41 4.652E-43 OAm-241 Am-241 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Am-241 Np-237 1.OOOE+00 O.OOOE+00 O.OOOE+OO O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Am-241 U-233 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Am-241 Th-229 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.OOOE+00 Am-241 aDSR(J)

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.OOOE+00 O.OOOE+00 OC-14 C-14 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OCm-243 Cm-243 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Pu-239 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 0.000E+00 0.000E+00 O.OOOE+00 O.OOOE+00 Cm-243 U-235 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Pa-231 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Ac-227 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 ADSR(j) 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.OOOE+00 O.OOOE+00 0.000E+00 OCm-243 Cm-243 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Am-243 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Pu-239 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 U-235 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Pa-231 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Ac-227 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 ADSR(j)

O.OOOE+00 O.OOOE+00 O.OOOE+00 'O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OCo-60 Co-60 1.OOOE+00 1.592E-32 1.396E-32 1.073E-32 4.273E-33 3.080E-34 3.096E-38 O.OOOE+00 O.OOOE+00 OCs-134 Cs-134 1.OOOE+00 4.310E-39 3.080E-39 1.572E-39 1.495E-40 1.794E-43 O.OOOE+00 O.OOOE+00 O.OOOE+00 OCs-137 Cs-137 1.000E+00 2.620E-40 2.560E-40 2.444E-40 2.080E-40 1.311E-40 2.605E-41 2.578E-43 O.OOOE+00 OEu-152 Eu-152 7.208E-01 1.546E-35 1.467E-35 1.322E-35 9.191E-36 3.250E-36 8.548E-38 2.615E-42 O.OOOE+00 OEu-152 Eu-152 2.792E-01 5.987E-36 5.684E-36 5.122E-36 3.560E-36 1.259E-36 3.311E-38 1.013E-42 O.OOOE+00 Eu-152 Gd-152 2.792E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Eu-152 3DSR(j) 5.987E-36 5.684E-36 5.122E-36 3.560E-36 1.259E-36 3.311E-38 1.013E-42 O.OOOE+00 OEu-154 Eu-154 1.OOOE+00 1.572E-34 1.453E-34 1.241E-34 7.154E-35 1.481E-35 5.981E-38 8.408E-45 0.000E+00 OEu-155 Eu-155 1.OOOE+00 O.OOOE+00 0.0005+00 0.0005+00 0.0005+00 O.OOOE+00 0.000500 O.OOOE+00 0.00500 OFe-55 Fe-55 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OH-3 H-3 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1.117E-32 ONb-94 Nb-94 1.OOOE+00 3.585E-38 3.585E-38 3.585E-38 3.584E-38 3.583E-38 3.579E-38 3.567E-38 3.524E-38

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 22 lRESRAD, Version 6.21 TU Limit -

30 days 12/08/2004 08:53 Page 37 Summary : YR Material to WCS -

soil run File: YR to WCS-soil.RAD Dose/Source Ratios Summed Over All Pathways Parent and Progeny Principal Radionuclide Contributions Indicated OParent Product Branch DSR(J,t)

(mrem/yr)/(pCi/g)

(i)

(j)

Fraction* t-O.OOOE+00 1.000E+00 3.000E+00 l.OOOE+0l 3.000E+01 1.OOOE+02 3.OOOE+02 1.OOOE+03 AAAAAAA AAAAAAF AAAAAAAAA AAAAAAAAJ AAAAMAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAPA AAAAAAAAA AAAAAAAA Ni-63 Ni-63 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OPu-238 Pu-238 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 U-234 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 Th-230 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 Ra-226 1.OOOE+00 6.056E-16 9.068E-15 1.054E-13 2.754E-12 6.466E-11 2.016E-09 3.829E-08 6.206E-07 Pu-238 Pb-210 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 Po-210 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 aDSR(j) 6.056E-16 9.068E-15 1.054E-13 2.754E-12 6.466E-11 2.016E-09 3.829E-08 6.206E-07 OPu-239 Pu-239 l.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-239 U-235 l.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-239 Pa-231 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-239 Ac-227 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-239 aDSR(j)

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OPu-241 Pu-241 1.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Am-241 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Np-237 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 U-233 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Th-229 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 aDSR(J)

O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OPu-241 Pu-241 2.450E-05 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Np-237 2.450E-05 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 U-233 2.450E-05 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Th-229 2.450E-05 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 9DSR(j)

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OSb-125 Sb-125 7.720E-01 1.037E-42 8.085E-43 4.905E-43 8.548E-44 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OSb-125 Sb-125 2.280E-01 3.069E-43 2.396E-43 1.457E-43 2.522E-44 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Sb-125 Te-125m 2.280E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Sb-125 aDSR(j) 3.069E-43 2.396E-43 1.457E-43 2.522E-44 O.OOOE+00 0.000E+00 0.000E+00 O.OOOE+00 OSr-90 Sr-90 1.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 OTc-99 Tc-99 1.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 fffffif ffffffif fiffffifif ffifififff fiffifffft fffififf f fififif~f fifififif +ffffifff fiffifffff fifffifff

'Branch Fraction is the cumulative factor for the j't principal radionuclide daughter:

CUMBRF(j) - BRF(1*BRF(2)1...

BRF(J).

The DSR includes contributions from associated (half-life 6 30 days) daughters.

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-00x-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 23 1RESRAD, Version 6.21 Te Limit -

30 days 12/20/2004 11:40 Page 1

Summary : YR Material to WCS -

concrete run File: YR to WCS concrete.RAD Table of Contents Part I: Mixture Sums and Single Radionuclide Guidelines Dose Conversion Factor (and Related) Parameter Summary...

2 Site-Specific Parameter Summary.....

..................... 9 Summary of Pathway Selections.....

....................... 18 Contaminated Zone and Total Dose Summary....

............. 19 Total Dose Components Time -

0.OOOE+00.......

20 Time -

1.OOOE+00.......

22 Time -

3.OOOE+00.......

24 Time -

1.OOOE+01........

26 Time -

3.OOOE+01..

28 Time -

l.OOOE+02....................................

30 Time -

3.000E+02......

32 Time -

1.000E+03.......

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

.......... 36 Single Radionuclide Soil Guidelines.....

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

............ 40 Soil Concentration Per Nuclide.....

...................... 42

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS. Page 24 IRESRAD, Version 6.21 Tw Limit - 30 days 12/20/2004 11:40 Page 2

Summary : YR Material to WCS - concrete run File: YR to WCS concrete.RAD Dose Conversion Factor (and Related) Parameter Summary File: YP concrete 0

Current Parameter Menu Parameter Value Default Name B-1 Dose conversion factors for inhalation, mrem/pCi:

B-1 Ac-227+D 6.720E+00 6.720E+00 DCF2(

1)

B-1 Ag-108m+D I 2.B30E-04 2.830E-04 DCF2(

2)

B-1 Am-241 4.440E-01 3 4.440E-01 DCF2(

3)

B-1 Am-243+D 4.400E-01 4.400E-01 'DCF2(

4)

B-1 C-14 2.090E-06 2.090E-06 3DCF2( 5)

B-1 3Cm-243 3.070E-01 3.070E-01 DCF2( 6)

B-1 Co-60 2.190E-04 2.190E-04 3DCF2( 8)

B-1 Cs-134 4.630E-05 4.630E-05 DCF2( 9)

B-1

'Cs-137+D 3.190E-05 3.190E-05 DCF2(10)

B-1 3Eu-152

' 2.210E-04 3 2.210E-04 DCF2(11)

B-1 Eu-154 2.860E-04 2.860E-04 DCF2(13)

B-1 Eu-155 3 4.140E-05 3 4.140E-05 3DCF2(14)

B-1 3Fe-55 3 2.690E-06 3 2.690E-06 DCF2(15)

B-1 Gd-152 3 2.430E-01 2.430E-01 DCF2(16)

B-1 H-3

6.400E-08 6.400E-08 DCF2(17)

B-1 Nb-94 8 4.140E-04 3 4.140E-04 DCF2(18)

B-1 Ni-63

$ 6.290E-06 6.290E-06 IDCF2(19)

B-1 Np-237+D 5.400E-01.

5.400E-01 DCF2(20)

B-1 Pa-231 1.280E+00 I1.280E+00 DCF2(21)

B-1 Pb-210+D 1.380E-02 1.380E-02 DCF2(22)

B-1 Po-210 9.400E-03 9.400E-03 DCF2(23)

B-1 Pu-238 3.920E-01 3.920E-01 DCF2(24)

B-1 Pu-239 3 4.290E-01 4.290E-01 DCF2(25)

B-1 Pu-241+D 8.250E-03 8.250E-03 DCF2(26)

B-1 Ra-226+D 3 8.600E-03 8.600E-03 DCF2(28)

B-1 Sb-125 3 1.220E-05 3 1.220E-05 IDCF2(29)

B-1 Sr-90+D 3 1.310E-03 3 1.310E-03 IDCF2(31)

B-1 3Tc-99 3 8.330E-06 3 8.330E-06 DCF2(32)

B-1 Te-125m

' 7.290E-06 3 7.290E-06 3DCF2(33)

B-1 Th-229+D 2.160E+00 2.160E+00 DCF2(34)

B-1 Th-230 3.260E-01 3.260E-01 DCF2(35)

B-1 U-233 1.350E-01 1.350E-01 DCF2(36)

B-1 U-234 1.320E-01 1.320E-01 DCF2(37)

B-1 U-235+D 3 1.230E-01 1.230E-01 DCF2(38)

D-1 Dose conversion factors for ingestion, mrem/pCi:

D-1 3Ac-227+D 1.480E-02 3 1.480E-02 3DCF3(

1)

D-1 Ag-108m+D 7.620E-06 7.620E-06 DCF3( 2)

D-1

'Am-241 3.640E-03 3.640E-03 DCF3(

3)

D-1 3Am-243+D 3.630E-03 3.630E-03 DCF3(

4)

D-1 C-14 2.090E-06 2.090E-06 DCF3(

5)

D-1 Cum-243 2.510E-03 2.510E-03 DCF3(

6)

D-1 Co-60 2.690E-05 2.690E-05 DCF3(

8)

D-1 ICs-134 7.330E-05 7.330E-05 DCF3(

9)

D-1 Cs-137+D 5.OOOE-05 5.OOOE-05 3DCF3(10)

D-1 Eu-152 3 6.480E-06 6.480E-06 DCF3(11)

D-1 Eu-154 3 9.550E-06 9.550E-06 DCF3(13)

D-1 Eu-155 3 1.530E-06 I1.530E-06 DCF3(14)

D-1 Fe-55 6.070E-07 6.070E-07 3DCF3(15)

D-1 Gd-152 1.610E-04 1.610E-04 DCF3(16)

I Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04 I

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 25 IRESRAD, Version 6.21 Tc Limit -

30 days Summary : YR Material to WCS -

concrete run 12/20/2004 11:40 Page 3

File: YR to WCS concrete.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: YP concrete 0

3 Current

' Parameter Menu 3 Parameter 3

Value 3

Default I

Name D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 3 H-3

' Nb-94

' Ni-63

' Np-237+D Pa-231

' Pb-210+D

' Po-210 3 Pu-238

' Pu-239

' Pu-241+D

' Ra-226+D

' Sb-125

' Sr-90+D Tc-99 Te-125m Th-229+D

' Th-230

' U-233 U-234 3 U-235+D Food transfer factors:

' Ac-227+D, plant/soil concentration ratio, dimensionless 3 Ac-227+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Ac-227+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Ag-108m+D, plant/soil concentration ratio, dimensionless 3 Ag-108m+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

' Ag-108m+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Am-241

, plant/soil concentration ratio, dimensionless 2 Am-241

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

' Am-241

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Am-243+D,plant/soil concentration ratio, dimensionless 3 Am-243+D,beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

' Am-243+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

C-14

, plant/soil concentration ratio, dimensionless C-14

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

' C-14

, milk/livestock-intake ratio, (pCi/L)/IpCi/d)

' Cm-243

, plant/soil concentration ratio, dimensionless

' Cm-243 beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

' Cm-243 milk/livestock-intake ratio, (pCi/L)/(pCi/d)

' Co-60

, plant/soil concentration ratio, dimensionless Co-60

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Co-60

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

'6.400E-08 3

3 7.140E-06 '

3 5.770E-07 3 3 4.440E-03 3 31.060E-02 3 3 5.370E-03 3

' 1.900E-03 3 3.200E-03 3 3 3.540E-03 3

36.850E-05 3

31.330E-03 3

'2.810E-06

'1.530E-04 3

'1.460E-06 2

33.670E-06 3

34.030E-03 3

' 5.480E-04 3 3 2.890E-04 3

32.830E-04 3

32.670E-04 3

3 3

' 1.870E-04 3

3 2.000E-05 3

' 2.000E-05 3

' 1.470E-05 '

I 3.000E-03 3

' 2.500E-02 3

' 1.870E-04 3 5.000E-05 '

3 2.000E-06 3 2

3

' 1.870E-04 3

' 5.000E-05 3 3 2.000E-06 '

3 3

2.120E-02 '

' 3.100E-02 '

' 1.200E-02 '

' 1.750E-03 '

' 2.000E-05 3 2 2.000E-06 3

' 2.500E-03 '

' 2.000E-02 3

' 2.000E-03 '

6.400E-08 7.140E-06 5.770E-07 4.440E-03 1.060E-02 5.370E-03 l.900E-03 3.200E-03 3.54OE-03 6.850E-05 1.330E-03 2.810E-06 1.530E-04 1.460E-06 3.670E-06 4.030E-03 5.480E-04 2.890E-04 2.830E-04 2.670E-04 2.500E-03 2.000E-05 2.000E-05 1.500E-01 3.OOOE-03 2.500E-02 1.OOOE-03 5.000E-05 2.OOOE-06 1.OOOE-03 5.000E-05 2.000E-06 5.500E+00 3.100E-02 1.200E-02 1.OOOE-03 2.000E-05 2.000E-06 8.000E-02 2.000E-02 2.000E-03 DCF3(17)

DCF3(18)

DCF3(19)

DCF3 (20)

DCF3 (21)

DCF3 (22)

DCF3 (23)

DCF3 (24)

DCF3 (25)

DCF3 (26)

DCF3 (28)

DCF3 (29)

DCF3 (31)

DCF3 (32)

DCF3 (33)

DCF3(34)

DCF3 (35)

DCF3 (36)

DCF3 (37)

DCF3 (38)

RTF( 1,1)

RTF( 1,2)

RTF( 1,3)

RTF(

2,1)

RTF( 2,2)

RTF( 2,3)

RTF( 3,1)

RTF( 3,2)

RTF( 3,3)

RTF( 4,1)

RTF( 4,2)

RTF( 4,3)

RTF( 5.1)

RTF( 5,2)

RTF( 5,3)

RTF( 6,1)

RTF(

6,2)

RTF( 6,3)

RTF( 8,1)

RTF( 8,2)

RTF( 8,3)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-00x-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 26 lRESRAD, Version 6.21 To Limit -

30 days 12/20/2004 11:40 Page 4

Summary : YR Material to WCS -

concrete run File: YR to WCS concrete.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: YP concrete 0

a Current Parameter Menu Parameter Value Default I

Name D-34 Cs-134 plant/soil concentration ratio, dimensionless 4.030E-02 34.OOOE-02 RTF( 9,1)

D-34 Cs-134

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3.000E-02 3.OOOE-02 'RTF(

9,2)

D-34 Cs-134 milk/livestock-Intake ratio, (pCi/L)/(pCi/d) 38.OOOE-03 8.000E-03 RTF( 9,3)

D-34 3 D-34 Cs-137+D,

plant/soil concentration ratio, dimensionless 4.030E-02 4.OOOE-02 IRTF(l0,l)

D-34 ICs-137+D,beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

'3.OOOE-02 33.000E-02 RTF(l0,2)

D-34 Cs-137+D,milk/livestock-intake ratio, (pCi/L)/(pCi/d) 8.000E-03 8.OOOE-03 RTF(10,3)

D-34 1 D-34 Eu-152 plant/soil concentration ratio, dimensionless 1.870E-04 2.500E-03 RTF(1l,l)

D-34 Eu-152 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2.000E-03 2.OOOE-03 IRTF(11,2)

D-34 Eu-152 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-05 2.OOOE-05 RTF11,3)

D-34 3 D-34 Eu-154 plant/soil concentration ratio, dimensionless 1.870E-04 2.500E-03 3RTF(13,1)

D-34 'Eu-154 beef/livestock-intake ratio, (pCi/kgl/(pCi/d) 2.OOOE-03 I2.000E-03 'RTF(13,2)

D-34 Eu-154 milk/livestock-intake ratio, (pCi/L)/fpCi/d) 2.OOOE-05 2.000E-05 2RTF(13,3)

D-34 a

D-34 Eu-155 plant/soil concentration ratio, dimensionless 1.870E-04 32.500E-03 RTF(14,1)

D-34 Eu-155 beef/livestock-intake ratio, (pCi/kg)/CpCi/d) 2.000E-03 32.000E-03 RTFtl4,2)

D-34 Eu-155

, milk/livestock-intake ratio, (pCi/L)/(pCI/d) 2.000E-05 '2.OOOE-05 RTF(14,3)

D-34 D-34 Fe-55 plant/soil concentration ratio, dimensionless 7.800E-01 l.OOOE-03 RTF(15,I)

D-34 Fe-55

,beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2.000E-02 2.000E-02 'RTF(15,2)

D-34 Fe-55

,milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3.OOOE-04 3.000E-04 RTF(15,3)

D-34 3

D-34 Gd-152

, plant/soil concentration ratio, dimensionless 1.870E-04 2.500E-03 RTF(16,1l D-34 3Gd-152 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2.OOOE-03 2.OOOE-03 RTF(16,2)

D-34 Gd-152

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.0OOE-05 2.OOOE-0S RTF(16,3)

D-34 3

D-34 H-3 plant/soil concentration ratio, dimensionless 4.800E+00 4.800E+00 RTFtl7,1)

D-34 (H-3 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 1.200E-02 1.200E-02 RTF(17,2)

D-34 3H-3

, milk/livestock-intake ratio, CpCi/L)/(pCi/d) l.OOOE-02 l.OOOE-02 RTF(17,3)

D-34 3

D-34 Nb-94 plant/soil concentration ratio, dimensionless 1.460E-03 l.OOOE-02 RTF(18,1)

D-34 Nb-94

,beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3.OOOE-07 3.OOOE-07 RTFtl8,2)

D-34 fNb-94

,milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-06 2.OOOE-06 RTF(l8,3)

D-34 3 D-34 Ni-63

,plant/soil concentration ratio, dimensionless

'3.620E-01 5.OOOE-02 RTF(19,1)

D-34 Ni-63

,beef/livestock-intake ratio, (pCi/kg)/CpCi/d) 5.OOOE-03 5.OOOE-03 RTF(19,2)

D-34 'Ni-63 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.OOOE-02 2.OOOE-02 RTF(19,3)

D-343 3

D-34 3Np-237+D plant/soil concentration ratio, dimensionless 3.470E-04 2.OOOE-02 RTF(20,1)

D-34 Np-237+D,beef/livestock-intake ratio, (pCi/kg)/(pCi/d) l.OOOE-03 l.OOOE-03 RTF(20,2)

D-34 Np-237+D,milk/livestock-intake ratio, (pCi/L)/(pCi/d)

S.OOOE-06 5.OOOE-06 RTF(20,3)

D-34 3 D-34 3Pa-231

, plant/soil concentration ratio, dimensionless 1.460E-03 l.OOOE-02 RTF(21,l)

D-34 Pa-231 beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

S.OOOE-03 35.OOOE-03 RTF(21,2)

D-34 Pa-231 milk/livestock-intake ratio, (pCi/L)/(pCi/d)

S.OOOE-06 5.OOOE-06 RTF(21,3)

D-34 3

D-34 3Pb-210+D plant/soil concentration ratio, dimensionless 1.880E-07 l.OOOE-02 RTFt22,1)

D-34 3Pb-210+D

,beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 8.000E-04 8.OOOE-04 RTF(22,2)

D-34 Pb-210+D,milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3.OOOE-04

'3.OOOE-04 RTF(22,3)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04 l

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 27 IRESRAD, Version 6.21 Ta Limit -

30 days 12/20/2004 11:40 Page 5

Summary : YR Material to WCS -

concrete run File: YR to WCS concrete.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: YP concrete 0

2 Current Parameter Menu Parameter a

Value Default Name D-34 Po-210

, plant/soil concentration ratio, dimensionless l.OOOE-03 l.OOOE-03 'RTF(23,1)

D-34 2 Po-210

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 5.000E-03 5.OOOE-03 RTF(23,2)

D-34 Po-210 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3.400E-04 3.400E-04 3RTFC23,3)

D-343 2

2 3

D-34 3 Pu-238

,plant/soil concentration ratio, dimensionless 2 8.240E-05 3 l.OOOE-03 RTF(24,l)

D-34 I Pu-238

,beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 l.OOOE-04 3 l.000E-04 3RTF(24,2)

D-34 3 Pu-238 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 l.OOOE-06 l.OOOE-06 2RTF(24,3)

D-34 2

3 a

D-34 Pu-239

, plant/soil concentration ratio, dimensionless 8.240E-05 1.OOOE-03 2RTF(25,1) 0-34

Pu-239 beef/livestock-intake ratio, (pCi/kgj/(pCi/d) s l.000E-04 1.000E-04 *RTF(25,21 D-34 3 Pu-239 milk/livestock-intake ratio, (pCi/LI/(pCi/d) 3 l.OOOE-06 l.OOOE-06 RTF(25,3)

D-34 3

2 D-34 I Pu-241+D,plant/soil concentration ratio, dimensionless 3 8.240E-05 3 l.OOOE-03 3RTF(26,1)

D-34 3 Pu-241+D,beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 1.OOOE-04 3 l.OOOE-04 RTF(26,2)

D-34 Pu-241+D,

milk/livestock-intake ratio, (pCi/L)/(pCi/d) l.OOOE-06 2 l.OOOE-06 RTF(26,3)

D-34 3 3

D-34 Ra-226+D, plant/soil concentration ratio, dimensionless 3 4.OOOE-02 3 4.OOOE-02 RTF(28,1)

D-34 2 Ra-226+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 l.OOOE-03 3 l.OOOE-03 2RTF(28,2)

D-34 Ra-226+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 l.OOOE-03 l.OOOE-03 2RTF(28,3)

D-343 3

D-34 2 Sb-125

, plant/soil concentration ratio, dimensionless 2 8.500E-05 3 l.OOOE-02 3RTF(29,1)

D-34 2 Sb-125

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2 l.OOOE-03 2 l.OOOE-03 2RTF(29,2)

D-34 Sb-125

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 l.OOOE-04 l.OOOE-04 RTF(29,3)

D-34 2

3 D-34 Sr-90+D

, plant/soil concentration ratio, dimensionless 6.420E-01 3 3.OOOE-01 RTF(31,l)

D-34 Sr-90+D,,beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 8.000E-03 3 8.OOOE-03 3RTF(31,2)

D-34 I Sr-90+D

,milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-03 2.OOOE-03 2 RTF(31,3)

D-343 3

2 2

D-34 Tc-99

, plant/soil concentration ratio, dimensionless 9.600E-0l 2 5.OOOE+00 RTF(32,I)

D-34 Tc-99

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) l.OOOE-04 3 l.OOOE-04 RTF(32,21 D-34 Tc-99

, milk/livestock-intake ratio, (pCi/LJ/(pCi/d) l.OOOE-03 2 l.OOOE-03 PRTFC32,31 D-34 3 a

D-34 ' Te-125m

, plant/soil concentration ratio, dimensionless 3 6.000E-01 6.OOOE-01 'RTF(33,I)

D-34 I Te-125m

,beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 7.000E-03 37.000E-03 3RTF(33,2)

D-34 3 Te-125m,milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2 5.OOOE-04 5.OOOE-04 IRTF(33,3)

D-343 D-34 Th-229+D,

plant/soil concentration ratio, dimensionless 3 8.240E-05 3 l.000E-03 3RTF(34,l)

D-34 3 Th-229+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) l.OOOE-04 l.OOOE-04 RTF(34,2)

D-34 2 Th-229+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 5.OOOE-06 5.OOOE-06 2RTF(34,3)

D-34 2

2 D-34 I Th-230 plant/soil concentration ratio, dimensionless 3 8.240E-05 l.OOOE-03 2RTF(35,1)

D-34 Th-230

,beef/livestock-Intake ratio, (pCi/kg)/JpCI/d)

I l.OOOE-04 l.000E-04 RTF(35,2)

D-34 3 Th-230

,milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 5.OOOE-06 3 5.OOOE-06 RTFC35,3)

D-343 3

2 2

D-34 U-233 plant/soil concentration ratio, dimensionless I 5.710E-03 3 2.500E-03 3RTF(36,l)

D-34 U-233 beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

I 3.400E-04 3 3.400E-04 3RTF(36,2)

D-34 2 U-233

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 6.OOOE-04 6.OOOE-04 RTF(36,31 D-342 3

2 D-34 I U-234 plant/soil concentration ratio, dimensionless 5.710E-03 I 2.500E-03 3RTF(37,1)

D-34 U-234

,beef/livestock-intake ratio, CpCi/kg)/(pCi/d) 3.400E-04 2 3.400E-04 3RTF(37,2)

D-34 I U-234

,milk/livestock-intake ratio, (pCi/L)/(pCi/d) 6.OOOE-04 6.OOOE-04 3RTF(37,3)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-O0-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil. Concrete and Steel Debris at WCS, Page 28 lRESRAD, Version 6.21 Tg Limit -

30 days 12/20/2004 11:40 Page 6

Summary : YR Material to WCS - concrete run File: YR to WCS concrete.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: YP concrete 0

Current '

3 Parameter Menu Parameter Value Default 3

Name D-34 3 U-235+D

, plant/soil concentration ratio, dimensionless

'5.710E-03 32.500E-03 3RTF(38,1)

D-34 I U-235+D

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

' 3.400E-04 33.400E-04 3RTF(38,2)

D-34 ' U-235+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

'6.000E-04

'RTF(38,3)

D-S' Bloaccumulation factors, fresh water, L/kg:

3 3

D-5 Ac-227+D,

fish 1.500E+01 31.500E+01 3BIOFAC(

1,1)

D-5 3 Ac-227+D, crustacea and mollusks 31.000E+03

' 1.000E+03 ' BIOFAC( 1,2)

D-5 3

3 2

D-5

' Ag-108m+D, fish

'5.000E+00 '5.000E+00 3BIOFAC( 2,1)

D-5 3 Ag-108m+D, crustacea and mollusks

'7.700E+02 27.700E+02 3BIOFAC( 2,2)

D-5

'3 3

3 D-5 I Am-241

fish 33.000E+01 I3.000E+01 ' BIOFACC 3,1)

D-5

' Am-241

, crustacea and mollusks I1.000E+03 31.000E+03 'BIOFACC 3,2)

D-5 3

D-5 3 Am-243+D, fish

'3.000E+01 23.000E+01 3BIOFAC( 4,1)

D-5 Am-243+D, crustacea and mollusks 21.000E+03 '1.000E+03 3BIOFAC(

4,2)

D-5 3

3 D-5 3 C-14

fish I5.000E+04 I5.000E+04 IBIOFACI 5,1)

D-5

' C-14

, crustacea and mollusks

' 9.100E+03 39.100E+03 IBIOFAC( 5,2)

D-5 3

D-5 Cm-243 fish

' 3.000E+01 '3.000E+01

' BIOFAC( 6,1)

D-5 Cm-243

, crustacea and mollusks 21.000E+03

' 1.000E+03 3BIOFAC( 6,2)

D-5 3

3 D-5 3 Co-60 fish 33.000E+02 '3.000E+02 3BIOFAC(

8,1)

D-5

' Co-60 crustacea and mollusks

' 2.000E+02 32.000E+02

' BIOFACC 8,2)

D-5 3

3 3

3 D-5 3 Cs-134

, fish 22.000E+03

'2.000E+03 3BIOFAC( 9,1)

D-5 Cs-134

, crustacea and mollusks 31.OOOE+02

'1.000E+02 IBIOFAC1 9,2)

D-5 3

D-5 I Cs-137+D, fish

' 2.000E+03 '2.000E+03 'BIOFAC(10,1)

D-5 3 Cs-137+D, crustacea and mollusks 31.000E+02 31.000E+02 3BIOFAC(10,2)

D-5 2

3 D-5

' Eu-152 fish

' 5.000E+01 I5.000E+01 ' BlOFAC(ll,l)

D-5 Eu-152 crustacea and mollusks

'1.000E+03 21.000E+03 'BIOFAC(11,2)

D-5 I

D-5 Eu-154

, fish 35.000E+01

'5.000E+01 IBIOFAC(13,1)

D-5 3 Eu-154

, crustacea and mollusks

' 1.000E+03 31.000E+03 IBIOFAC(13,2)

D-5 3

D-5 ' Eu-155 fish 5.000E+01 5.000E+01 ' BIOFAC(14,1)

D-5 3 Eu-155 crustacea and mollusks

'1.000E+03 1.000E+03 'BIOFAC(14,21 D-5 3

D-5

' Fe-55

, fish 22.000E+02 32.000E+02 'BIOFAC(15,l)

D-5 I Fe-55

, crustacea and mollusks I3.200E+03 33.200E+03 IBIOFAC(15,2)

D-5 3

3 D-5 I Gd-152

, fish

'2.500E+01 I2.500E+01 'BIOFAC(16,l)

D-5 I Gd-152

, crustacea and mollusks

'1.000E+03

' BIOFAC(16,2)

D-5 3

3 3

3 D-5

' H-3 fish 3 1.000E+00 31.000E+00 3 BIOFAC(17,I)

D-5

'H-3 crustacea and mollusks 1.OOOE+000 1.OOOE+00 BIOFAC(17,2)

D-5 3

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 29 lRESRAD, Version 6.21 Tx Limit -

30 days 12/20/2004 11:40 Page 7

Summary : YR Material to WCS -

concrete run File: YR to WCS concrete.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: YP concrete 0

Current Parameter Menu Parameter Value 3

Default Name D-5 Nb-94

, fish 3.000E+02 33.000E+02 BIOFAC(18,1)

D-5 Nb-94

, crustacea and mollusks 1.000E+02 31.000E+02 BIOFAC(18,2)

D-53 2

D-5 Ni-63

, fish 9.900E+01 1.000E+02 BIOFAC(19,1)

D-5 3Ni-63

, crustacea and mollusks 1.000E+02 1.000E+02 BIOFAC(19,2)

D-5 3

D-5 Np-237+D, fish 3.000E+01 '3.000E+01 BIOFACl20.1)

D-5 Np-237+D, crustacea and mollusks 4.OOOE+02 4.000E+02 3BIOFAC(20,2)

D-5 3

D-5 Pa-231

, fish 1.OOOE+01 1.000E+01 BIOFAC(21,l)

D-5 Pa-231

, crustacea and mollusks 1.100E+02 1.100E+02 BIOFAC(21,2)

D-5 3

3 D-5 Pb-210+D, fish 3 3.000E+02 I3.000E+02 BIOFAC(22,1)

D-5 IPb-210+D, crustacea and mollusks 3 1.000E+02 1.000E+02 3BIOFAC(22,2)

D-5 3

3 3

D-5 3Po-210

, fish I 1.000E+02 1.000E+02 BIOFAC(23,1)

D-5 Po-210

, crustacea and mollusks 2.000E+04 32.000E+04 BIOFAC(23,2)

D-5 3

3 3

3 D-5 Pu-238

, fish 3.000E+01 3.000E+01 BIOFAC(24,1)

D-S 3Pu-238

, crustacea and mollusks 1.000E+02 1.000E+02 3BIOFAC(24,2)

D-S 3 D-5 Pu-239

, fish 3.000E+01 3.000E+01 BIOFAC(25,1)

D-5 Pu-239

, crustacea and mollusks 1.000E+02 1.000E+02 BIOFAC(25,2)

D-5 D-5 Pu-241+D, fish 3.000E+01 3.000E+01 BIOFAC(26,1)

D-5 Pu-241+D, crustacea and mollusks 1.000E+02 31.000E+02 BIOFAC(26,2)

D-5 3

D-5 Ra-226+D, fish 5.000E+01 5.000E+01 BIOFAC(28,2)

D-5 Ra-226+D, crustacea and mollusks 3 2.500E+02 I2.500E+02 'BIOFAC(28,2)

D-5 D-5 ISb-125

, fish 1.000E+02 1.000E+02 BIOFAC(29,1)

D-5 Sb-125

, crustacea and mollusks 1.000E+01 1.000E+01 BIOFAC(29,2)

D-5 D-5 Sr-90+D, fish 6.000E+01 6.000E+01 BIOFAC(31,l)

D-5 Sr-90+D, crustacea and mollusks 1.000E+02 1.000E+02 BIOFAC(31,2)

D-5 D-5 Tc-99

, fish 2 2.000E+01 2.000E+01 BIOFAC(32,1)

D-5 Tc-99

, crustacea and mollusks 5.000E+00 5.000E+00 BIOFAC(32,2)

D-5 D-5 Te-125m, fish 4.OOOE+02 4.OOOE+02 BIOFAC(33,1)

D-5 ITe-125m, crustacea and mollusks 7.500E+01 7.500E+01 BIOFAC(33,2)

D-5 3

3 D-5 Th-229+D, fish 3 1.000E+02 1.000E+02 BIOFAC(34,1)

D-5 Th-229+D, crustacea and mollusks 5.000E+02 5.000E+02 BIOFAC(34,2)

D-5 3

3 D-5 Th-230

, fish 3 1.000E+02 1.000E+02 BIOFAC(35,1)

D-5 Th-230

, crustacea and mollusks 5.000E+02 5.000E+02 BIOFAC(35,2)

D-5 3

D-5 U-233

, fish 1.000E++01 '1.000E+01 BIOFAC(36,1)

D-5 U-233

, crustacea and mollusks 6.000E+01 6.000E+01 BIOFAC(36,2)

D-5

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 30 1RESRAD, Version 6.21 Tg Limit -

30 days 12/20/2004 11:40 Page 8

Summary : YR Material to WCS -

concrete run File: YR to WCS concrete.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: YP concrete 0

Current

' Parameter Menu Parameter Value

' Default Name D-5 a U-234 fish

' 1.000E+01 31.000E+01 I BIOFAC(37,1)

D-5 3 U-234

, crustacea and mollusks I 6.000E+01 a 6.000E+01 IBIOFAC(37,2)

D-5 2

3 D-5 3 U-235+D

, fish a 1.000E+01 a 1.000E+01 3BIOFAC(38,1)

D-5 3 U-235+D

, crustacea and mollusks a 6.000E+01 a 6.000E+01 IBIOFAC(38,2) fffff+.iff.fffffff+IfffIf.f.+fffffffffffff+fffff.+.ffffffffffffffff+tff+.fffiff+rf+fff.+.fIffffffffffft+.I+.ifffffff

.tfffff

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 31 lRESRAD, Version 6.21 TA Limit -

30 days 12/20/2004 11:40 Page 9

Summary : YR Material to WCS -

concrete run File: YR to WCS concrete.RAD Site-Specific Parameter Summary 0

User 2

Used by RESRAD Parameter Menu Parameter 3

Input 2

Default (If different from user input) 2 Name ROll Area of contaminated zone (m**2) 3.130E+02 I 1.000E+04 AREA ROll Thickness of contaminated zone (m) 2.100E+01 3 2.OOOE+00 THICKO ROll Length parallel to aquifer flow Cm) 3.200E+01 3 l.OOOE+02 LCZPAQ ROll Basic radiation dose limit (mrem/yr)

' l.OOOE+00 3 2.500E+01 BRDL ROll Time since placement of material (yr) 0.OOOE+00 3 0.000E+00 Tr R011 3 Times for calculations (yr) 1.000E+00 1.000E+0O Tl 2)

R011 Times for calculations (yr) 3.000E+00 3.000+0O T( 3)

R011 Times for calculations (yr) 1.000E+01 ' 1.000E+01 '

T( 4)

R011 Times for calculations (yr) 2 3.000E+01 3.0000E+1 3 T( 5)

R011 Times for calculations (yr)

I 1.OOOE+02 3 1.OOOE+02 TI 6)

ROll Times for calculations (yr) 3 3.000E+02 I 3.000E+02 I TI 7)

ROll 3 Times for calculations (yr) 1.OOOE+03 I 1.OOOE+03 T( 8)

ROll ' Times for calculations Iyr) 3 not used 3 0.000E+00 T

9)

ROll Times for calculations tyr) 2 not used 0.000E+00 T0)

R012 Initial principal radionuclide (pCi/g):

Ag-108m 1.OOOE+00 O.OOOE+0000 SI( 2)

R012 Initial principal radionuclide IpCI/g):

Am-241 1.000E+00 2 0.OOOE+00 SI( 3)

R012 Initial principal radionuclide (pCi/g):

C-14 1.OOOE+000 O.OOOE+00 3Sl 5)

R012 Initial principal radionuclide (pCi/g):

Cm-243 I 1.000E+0 0.000E+00 3

Si( 6)

R012 Initial principal radionuclide JpCI/g):

Co-60 I 1.OOOE+00 I 0.000E+00 Sl( 8)

R012 Initial principal radionuclide (pCi/g):

Cs-134 2 1.OOOE+00 O.OOOE+00 51S 9)

R012 Initial principal radionuclide (pCi/g):

Cs-137 1.000E+00 O.OOOE+00 SI(10)

R012 Initial principal radionuclide (pCi/g):

Eu-152 1.OOOE+00 0.000E+00 S1111)

R012 3 Initial principal radionuclide (pCi/g):

Eu-154 I 1.000E+0O 0.OOOE+00 S1(13)

R012 I Initial principal radionuclide (pCi/g):

Eu-155 3 1.000E+00 0.000E+00 S1(14)

R012 I Initial principal radionuclide (pCi/g):

Fe-55 I 1.000E+00 0.000E+00 S1(15)

R012 Initial principal radionuclide (pCi/g):

H-3 2 1.OOOE+00 O.OOOE+000 3 S(17)

R012 Initial principal radionuclide (pCi/g):

Nb-94 1.000E+00 0.000E+00 S1118)

R012 Initial principal radionuclide (pCi/g):

Ni-63 1.OOOE+00 2 0.0OOE+00 I Sl(19)

R012 Initial principal radionuclide (pCi/g):

Pu-238 1.0000E+0 O.OOOE+0000 S1(24)

R012 Initial principal radionuclide CpCi/g):

Pu-239 1.000E+00 O.OOOE+00 3 S1(25)

R012 Initial principal radionuclide (pCi/g):

Pu-241 3 1.0005+00 2 0.000E+00 2

S126)

R012 Initial principal radionuclide (pCi/g):

Sb-125 2 1.000E+00 0.0005E+00 3 3S129)

R012 Initial principal radionuclide (pCi/g):

Sr-90 1.OOOE+00 O.OOOE+00 S1131)

R012 Initial principal radionuclide (pCi/g):

Tc-99 1.OOOE+00 O.OOOE+00 1

S1(32)

R012 3 Concentration in groundwater IpCi/L):

Ag-108m 3 not used 0.000E+00 W(

2)

R012 Concentration in groundwater (pCi/L):

Am-241 not used O.OOOE+00 2Wi 3)

R012 I Concentration in groundwater (pCi/L):

C-14 3 not used 3 0.000E+00 Wl( 5)

R012 2 Concentration in groundwater (pCi/L):

Cm-243 not used O.OOOE+00 W(

6)

R012 Concentration in groundwater CpCi/L):

Co-60 not used 2 O.OOOE+00 W(

8)

R012 Concentration in groundwater (pCi/L):

Cs-134

' not used O.OOOE+00 I 2 WI( 9)

R012 Concentration in groundwater (pCi/L):

Cs-137 2 not used O.OOOE400 W

10)

R012 3 Concentration in groundwater CpCi/L):

Eu-152 not used 3 O.OOOE+00 3 W(l)

R012 I Concentration in groundwater (pCi/L):

Eu-154 2 not used 0.000E+00 W1(13)

R012 Concentration In groundwater (pCI/L):

Eu-155 3 not used O.OOOE+00 WI(14)

R012 Concentration in groundwater (pCi/L):

Fe-55 not used O.OOOE+000 W(15)

R012 I Concentration in groundwater (pCi/L):

H-3 2 not used

' 0.000E+00 3 Wl(17)

R012 3 Concentration in groundwater (pCi/L):

Nb-94 2 not used 3 0.000E+00 2 W1(18)

R012 I Concentration in groundwater CpCi/L):

Ni-63 I not used 2 0.OOOE+00 3 3 W(119)

R012 3 Concentration in groundwater (pCi/L):

Pu-238 I not used I 0.000E+00 3

' W1C24)

R012 2 Concentration in groundwater (pCi/L):

Pu-239 3 not used 0.000E+00

' WI (25)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 32 lRESRAD, Version 6.21 To Limit -

30 days Summary : YR Material to WCS -

concrete run 12/20/2004 11:40 Page 10 File: YR to WCS concrete.RAD Site-Specific Parameter Summary (continued) 0 User Used by RESRAD Parameter Menu Parameter Input Default (If different from user input) I Name R012 RD 12 R012 R012 RD 13 R0 13 R0 13 R0 13 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R014 R014 R014 R014 R014 R014 R014 R014 R014 R014 R014 R015 R015 R015 R015 R015 R015 R015 R015 R016 R016 R016 R016 R016 R016 Concentration in groundwater (pCi/L):

Pu-241 Concentration in groundwater (pCi/L):

Sb-125 Concentration in groundwater (pCi/L):

Sr-90 Concentration in groundwater (pCi/L):

Tc-99 Cover depth (ml Density of cover material (g/cm**3)

Cover depth erosion rate (m/yr)

Density of contaminated zone (g/cm*3)

Contaminated zone erosion rate (m/yr)

Contaminated zone total porosity Contaminated zone field capacity Contaminated zone hydraulic conductivity (m/yr)

' Contaminated zone b parameter Average annual wind speed (m/sec)

Humidity in air (g/m 3)

Evapotranspiration coefficient Precipitation Cm/yr)

Irrigation (m/yr)

Irrigation mode Runoff coefficient Watershed area for nearby stream or pond (m^*2)

Accuracy for water/soil computations Density of saturated zone (g/cm -3)

Saturated zone total porosity Saturated zone effective porosity Saturated zone field capacity Saturated zone hydraulic conductivity (m/yr)

Saturated zone hydraulic gradient Saturated zone b parameter Water table drop rate (m/yr)

Well pump intake depth (m below water table)

Model: Nondispersion (ND) or Mass-Balance (MB)

Well pumping rate (m**3/yr)

Number of unsaturated zone strata Unsat. zone 1, thickness (mi Unsat. zone 1, soil density (g/cm^*3)

Unsat. zone 1, total porosity Unsat. zone 1, effective porosity Unsat. zone 1, field capacity Unsat.

zone 1, soil-specific b parameter Unsat. zone 1. hydraulic conductivity (m/yr)

Distribution coefficients for Ag-108m Contaminated zone (cm**3/gl Unsaturated zone 1 (cm**3/g)

Saturated zone (cm 3/g)

Leach rate (/yr)

Solubility constant not used not used not used not used 4.600E+OO 2.100E+OO 1.830E-06 2.400E+00 1.OOOE-03 3.000E-01 7.000E-02 3.160E+05 9.750E-01 2.000E+00 8.OOOE+OO 9.500E-Ol 3.550E-01 2.000E-01 overhead 4.000E-01 1.OOOE+06 1.000E-03 1.520E+00 4.000E-01 3.200E-01 8.000E-02 5.500E+03 2.O00E-02 4.050E+OO 1.OOOE-03 1.OOOE+01 ND 2.500E+02 1

3.000E+02 2.100E+00 4.200E-01 6.000E-02 3.600E-01 1.140E+01 1.OOOE-03 6.500E+03 1.800E+02 9.OOOE+01 O.OOOE+00 0.OOOE+O0 3O.OOOE+00 I O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO l1.500E+OO 3 3.OOOE-03 Il.500E+0O 1.OOOE-03

34.OOOE-01 a 3 2.OOOE-01 3 2.000E-O1 3l.OOOE+Ol

'5.300E+OO 32.000E+00 38.O00E+OO 5.000E-O1 1.OOOE+00 3 22.00E-O1 a

overhead 3

I2.000E-013 1.OOOE+06 I xl.OOOE-03 3

3 3

l.500E+OO 34.000E-01 22.000E-01 3

'2.000E-01 I

Il.OOOE+02 3

2.000E-02 5.300E+00 3l.OOOE-03 3

3l.OOOE+Ol 3

3 ND 2.500E+02 4.000E+00 3

l.500E+OO 34.000E-01 2 2.000E-01 3

2.000E-01 3

35.300E+00 31.OOOE+01 3

3 3

3 IO.OOOE+OO IO.OOOE+OO3 2O.OOOE+OO IO.OOOE+OO O.OOOE+00 3 Wl (26)

Wl (29)

Wl (31)

Wl (32)

COVERO DENSCV VCV DENSCZ VCZ SPCZ FCCZ HCCZ BCZ WIND HUMID EVAPTR PRECIP RI IDITCH RUNOFF WAREA EPS DENSAQ TPSZ EPSZ FCSZ HCSZ HGWT BSZ VWT DWIBWT MODEL UW NS H l)

DENSUZ (1)

TPUZ (1)

EPUZ l)

FCUZ(l)

BUZ(l)

HCUZ(l) 6.303E-08 not used DCNUCC( 2)

DCNUCU( 2,1)

DCNUCS( 2)

ALFACH(

2)

SOLUBK( 2)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil. Concrete and Steel Debris at WCS, Page 33 I

lRESRAD, Version 6.21 Ta Limit -

30 days 12/20/2004 11:40 Page 11 Summary : YR Material to WCS -

concrete run File: YR to WCS concrete.RAD Site-Specific Parameter Summary (continued) 0 a

a User 3

Used by RESRAD

' Parameter Menu I Parameter 3

Input Default (If different from user input) ' 3 Name R016 3 R016 3 R016 '

R016 '

R016 3 R016 3 R016 '

R016 R016 3 R016 3 R016 '

R016 3 R016 '

R016 3 R016 3 R016 '

R016 '

R016 3 R016 '

R016 '

R016 3 R016 '

R016 3 R016 3 R016 '

R016 3 R016 2 R016 3 R016 3 R016 3 R016 '

R016 '

R016 3 R016' R016 3 R016 3 R016 '

R016 3 R016 3 R016 3 R016 3 R016 3 Distribution coefficients for Am-241 Contaminated zone (cm-3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm3*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for C-14 Contaminated zone (cm^*3/g)

Unsaturated zone 1 (cm*13/g)

Saturated zone (s**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Cm-243 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm3*3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Co-60 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm*^3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Cs-134 Contaminated zone (cm-3/g)

Unsaturated zone 1 (cm-*3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Cs-137 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm *3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Eu-152 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant l.OOOE+03 8.400E+03

' 1.900E+03

'O.OOOE+00 O.OOOE+00

'7.070E+01

' 1.000E.00

'I5.OOOE+00

'5.000E0OO O.OOOE+00 O.OOOE+00 6.000E+02

'6.000E+03

'4.000E+03

'O.OOOE+00

' 2.820E+02

' 5.500E+02

' 6.000E+01

' 0.000E+00

'O.OOOE+00

' 1.370E+02 1.900E+03

'2.800E+02

'O.OOOE+00

'0.000E+00

' 1.370E+02

'1.900E+03 2.800E+02 O.OOOE+00 O.OOOE+00

'1.OOOE+03

'-1.OOOE+00

' O.OOOE+00

' O.OOOE+00 3

3 I2.000E+01 I 2.000E+01 3 32.000E+01 3 O.OOOE+00 3

O.OOOE+00 3

O.OOOE+00 3

' O.OOOE+00

O.OOOE+00 '

0.000E+003 0

O.OOOE+00 3 3-1.000E+003 3-1.000E+00 3

'-O.OOOE+00 3 I0.000E+003

'l.OOOE+OO 3

1.OOOE+03 3

'1.OOOE+03 2

O.OOOE+00 2

'O.OOOE+00 a 3

3 I1.000E+03 '

I 1.000E+03 2 3 1.OOOE+03 '

3O.OOOE+00 3

' 0.000E+00 3

3 3

3

' 1.OOOE+03 '

' 1.000E+03 3

' 1.OOOE+03 3 3 O.OOOE+00 3 0.000E+00 3

3 3

3 4-1.O005E400 I

'-1.0005+00I

'-l.OOOE+003

' 0.000E+00 3

' O.OOOE+00 3 4.097E-07 not used 5.793E-06 not used 6.828E-07 not used 1.453E-06 not used 2.990E-06 not used 2.990E-06 not used 3.524E+03 3.524E+03 3.524E+03 1.163E-07 not used DCRUCC( 3)

DCNUCU( 3,1)

DCNUCS( 3)

ALEACH( 3)

SOLUBK( 3)

DCNUCC(

DCNUCU DCNUCS(

ALEACH(

SOLUBK(

5) 5, 1) 5)

5) 5)

DCNUCC( 6)

DCNUCU( 6,1)

DCNUCS( 6)

ALEACH( 6)

SOLUBK( 6)

DCNUCCC 8)

DCNUCU( 8,1)

DCNUCS( 8)

ALEACH 8)

SOLUBK( 8)

DCNUCC(

DCHUCU(

DCNUCS(

ALEACH(

SOLUBK 9) 9, 1) 9)

9) 9)

DCNUCC(10)

DCNUCU(10,1)

DCNUCS(10)

ALEACH(10)

SOLUBK(10)

DCNUCC(11)

DCNUCU(11,1)

DCNUCS(11)

ALEACH(ll)

SOLUBK(11)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04 l

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 34 IRESRAD, Version 6.21 To Limit -

30 days 12/20/2004 11:40 Page 12 Summary : YR Material to WCS -

concrete run File: YR to WCS concrete.RAD Site-Specific Parameter Summary (continued) 0 User 2

3 Used by RESRAD 2 Parameter Menu '

Parameter Input Default I (If different from user input) '

Name R016 '

R016 3 R016 3 R016 '

R016 3 R016 '

R016 '

R016 3 R016 3 R016 3 R016 3 R016 '

R016 3 R016 '

RO16 a R016 3 R016 '

R016 R016 3 R016 2 R016 '

R016 3 R016 3 R016 '

R016 3 RO16 2 R016 '

RO16 3 R016 3 R016' R016 3 R016 3 R016 '

R016 '

R016 3 R016 2 R016 '

R016 '

R016 3 R016 3 R016 3 IDistribution coefficients for Eu-154 Contaminated zone (cml*3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm"*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Eu-155 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm *3/g)

Saturated zone (cm-*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Fe-55 Contaminated zone (cm"3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for H-3 Contaminated zone (cm^*3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant 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 Distribution coefficients for Ni-63 Contaminated zone (cm^*3/g)

Unsaturated zone 1 (cm-3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Pu-238 Contaminated zone (aft*3/g)

Unsaturated zone 1 (cmt t3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant

' 1.000E+03

'-1.OOOE+00

'-1.OOOE+OO

' O.000E+00

' 0.000E+00

' 1.000E+03

'-1000E+00 3-1.000E+00

'O.OOOE+00

'O.000E+00

' 1.250E+0l 1.650E+02

'2.200E+02

' 0.000.E00

'.OOOE+00 2 O.OOOE+00

'0.000E+00

' 0.000E+00

' O.000E+00 O.000E+00

'3.160E+02

9.000E+02

'1.600E+02

'0.000E+00 O.000E+00

' 3.550E+01

' 6.500E+02 2 4.000E+02 2 O.000E+00 O.000E+00

' 1.580E+03

' 5.100E+03

5.500E+02 3 O.000E+00

n nnn-.+nn

'-l.OOOE+0O

'-l.OOOE+00

'-1.000E+00 '

'.OOOE+00'

' 0.000E+00 '

20.OOOE.OO 2

3 2

3

'-1.000E+00 3-1.OOOE+00 '

'-1.OOOE+003 O.000E+ 002 0

O.000E+00 3

3 2

3

' 1.OOOE+03 3

' 1.O00E+03 3

' 1.000E+03 2

3 O.000E+00 2

' O.OOOE+00 3

3 2

3

' 0.000E+00'

' 0.000E+00 3 O.OOOE+OO03

' 0.000E+00 2 O.000E+00 '

'0.000E+00'

' O.OOOE+OO3'

' O.000E+00' 0

O.000E+00 3 3

3 3

3

'1.000E+03'

' 1.O00E+03 '

' 1.O000E+03 2

' O.000E+00'

' O.000E+00' 3

3 3

3

'2.000E+03 '

2 2.000E+03'

' 0.000E+00 '

0

.O00E5+00 2

3.524E+03 3.524E+03 3.524E+03

1. 163E-07 not used 3.524E+03 3.524E+03 3.524E+03 1.163E-07 not used 3.270E-05 not used 1.405E-02 not used 1.296E-06 not used 1.153E-05 not used 2.593E-07 not used DCNUCC(13)

' DCNUCU(13,1)

' DCNUCS(13)

' ALEACH(13)

' SOLUBK(13)

' DCNUCC(14)

' DCNUCU(14,1)

' DCNUCS(14) 2 ALEACH(14) 2 SOLUBK(14)

' DCNUCC(15)

' DCNUCU(15,1) 2 DCNUCS(15)

' ALEACH(15)

' SOLUBK(15)

' DCNUCC(17)

' DCNUCU(17,1)

' DCRUCS(17) 3 ALEACH(17)

' SOLUBK(17)

' DCNUCC(18) 3DCNUCU(16,1)

' DCNUCS(18I

' ALEACH(18)

' SOLUBK(18)

' DCNUCC(19)

' DCNUCU(19,1)

' DCNUCS(19)

' ALEACH(19)

' SOLUBK(19)

DCNUCC(24) 2 DCNUCU(24,1)

' DCUUCS(24)

' ALEACH(24)

' SOLUBK(24) u. uvun-uu

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-O0-00x-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 35 lRESRAD, Version 6.21 Tc Limit -

30 days Summary : YR Material to WCS -

concrete run 12/20/2004 11:40 Page 13 File: YR to WCS concrete.RAD Site-Specific Parameter Summary (continued) 0 User Used by RESRAD Parameter Menu Parameter Input Default (If different from user input)

Name R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 Distribution coefficients for Pu-239 Contaminated zone (cm *3/g)

Unsaturated zone I (cm*3/g)

Saturated zone (cn**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Pu-241 Contaminated zone (cm*3/g)

Unsaturated zone 1 (cm-3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Sb-125 a

Contaminated zone (cm* 3/g)

Unsaturated zone 1 (cm*-3/g)

Saturated zone (cz**3/g) 3 Leach rate (/yr)

Solubility constant Distribution coefficients for Sr-90 Contaminated zone (cm--3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm1*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Tc-99 Contaminated zone (cm 3/g)

Unsaturated zone 1 (an**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant 3

1.580E+03 2.000E+03 5.100E+03 2.000E+03 5.500E+02 32.000E+03 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1.580E+03 2.OOE+03 5.100E+03 2.000E+03 5.500E+02 32.000E+03 0.000E+00 O.OOOE+00 0.000£+00 0.OOOE+0O 1.550E+03 O.OOOE+00 2.500E+02 O.OOOE+00 4.500E+01 0.000E+00 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1.050E+01 3.OOE+01 1.100E+02 3.OOOE+01 1.500E+01 3.OO0E+l1 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 1.350E+01 O.OOOE+00 1.OOOE+00 O.OOOE+00 1.OOOE-01 O.OOOE+0O 0.000E+00 O.OOOE+00 0.000E+00 O.OOOE+00 3

i 3

2.593E-07 not used 2.593E-07 not used 2.643E-07 not used 3.B91E-OS not used 3.028E-05 not used 4.097E-07 not used 4.097E-07 not used DCNUCC(25) 3DCNUCU(25,1) 3DCNUCS(25) 3ALEACH(25)

SOLUBK(25)

DCNUCC(26)

DCNUCU(26,1)

DCNUCS(26)

ALEACH(26)

SOLUBK(26) 3DCNUCC(29)

DCNUCU(29, 1) 3DCNUCS(29) 3ALEACH(29) 3SOLUBK(29)

DCNUCC(31) 3DCNUCU(31,1) 3DCNUCS(31)

'ALEACH(31)

SOLUBK(31)

DCNUCC(32)

DCNUCUC32,1)

DCNUCS(32)

ALEACH(32)

SOLUBK(32) 3 DCNUCC( 1)

DCNUCU( 1.1)

DCNUCS( 1)

ALSACH( 1)

SOLUBK( 1) 3DCNUCC(

4)

DCNUCU( 4,1) 3DCNUCS(

4)

ALEACH( 4)

SOLUBK( 4)

Distribution coefficients for daughter Ac-227 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm-3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Am-243 Contaminated zone (cm 3/g)

Unsaturated zone 1 (czn3/g)

Saturated zone (cm"3/g)

Leach rate (/yr)

Solubility constant 1.OOOE+03 2.400E+03 4.500E+02 O.OOOE+00 O.OOOE+00 1.DOOE+03 8.400E+03 1.900E+03 O.OOOE+00 0.000E+00 2.000E+01 2.000E+01 2.000E+01 O.OOOE+0O O.OOOE+OO 2.000E+01 3-2.000E+01 2.000E+01 O.OOOE+00 O.OOOE+00

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04 I

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 36 lRESRAD, Version 6.21 Tzc Limit -

30 days Summary : YR Material to WCS -

concrete run 12/20/2004 11:40 Page 14 File: YR to WCS concrete.RAD Site-Specific Parameter Summary (continued) 0 User Used by RESRAD Parameter Menu Parameter 3

Input Default I

(If different from user input) 3 Name R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016 R016

'Distribution coefficients for daughter Gd-152 Contaminated zone (cm*3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm3/1g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Np-237 Contaminated zone (can*3/g)

Unsaturated zone 1 (cm*13/g)

Saturated zone (cm*3/g) 3 Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Pa-231 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cma*3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant

' Distribution coefficients for daughter Pb-210 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cmr*3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant 3

3

' 1.OOOE+03 '-l.OOOE+OO 3-1.00E+OO '-1..OE+OO 3 -1.OOOE+O '

3-1.OOOE+OO

' O.OOOE+OO 3 O.OOOE+OO

' O.OOOE+OO ' O.OOOE+00 3

3 3

3

' 7.070E+02 '-1.OOE+OO

' 5.500E+O1 '-1.OOOE+OO

' 5.000E+OO '-l.OOOE+OO

' O.OOOE+OO 3 O.OOOE+OO

' O.OOOE+OO 3 O.OOOE+OO 3

3 3

3

' 3.160E+02 3 5.000E+O1

' 2.700E+03 3 5.000E+O1

' 5.500E+02 5.00E+O1

' 0.000E+00 ' 0.000E+00

' O.OOOE+OO ' O.OOOE+OO 3

3 3

3

' 4.760E+04 ' 1.OOOE+02

' 5.500E+02 ' 1.OOOE+02

' 2.700E+02 3 1.OOOE+02

' O.OOOE+0 I O.OOOE+OO

' O.OOOE+OO ' O.OOOE+OO 3

3

' 1.OOOE+O1 2 1.OOOE+O1

' 3.000E+03 3 1.OOOE+O1

' 1.500E+02 '

1.OOOE+O1

' O.OOOE+OO I O.OOOE+OO

' O.OOOE+OO ' O.OOOE+OO 3

3 3

3

' 1.O00E+02 I 7.000E+O1

' 9.100E+03 I 7.000E+O1

' 5.000E+02 3 7.000E+O1

' O.OOOE+OO 3 O.OOOE+OO

' O.OOOE+OO 3 O.OOOE+OO 3

3 3

3

' 3.800E+O1 3 O.OOOE+OO 7.200E+02 I O.OOOE+00 1.250E+02 3 O.OOOE+0O

' O.OOOE+OO I O.OOOE+OO

' O.OOOE+OO I O.OOOE+OO 3.524E+03 3.524E+03 3.524E+03 1.163E-07 not used 5.795E-07 not used 1.296E-06 not used 8.608E-09 not used 4.085E-05 not used 4.096E-06 not used 1.077E-05 not used DCNUCC(16)

' DCNUCU(16,1)

'DCNUCS(16)

' ALEACH(16)

' SOLUBK(16)

' DCNUCC(20)

' DCNUCU(20,1)

' DCNUCS(20)

' ALEACH(20)

' SOLUBK(20)

' DCNUCC(21)

DCNUCU(21,1)

' DCNUCS(21)

ALEACH(21)

SOLUBK(21)

DCNUCC(22)

DCNUCU(22,1)

DCNUCS(22)

'ALEACH(22)

SOLUBK(22)

'DCNUCC(23)

'DCNUCU(23,1)

'DCNUCS(23)

'ALSACH(23)

'SOLUBK(23)

'DCNUCC(28)

'DCNUCU(28,1)

'DCNUCS(28)

'ALEACH(28)

'SOLUBK(28)

' DCNUCC(33)

' DCNUCU(33,11

'DCNUCS(33)

'ALEACH(33)

'SOLUBK(33) 2 Distribution coefficients for daughter Po-210 Contaminated zone (cm*3/g)

Unsaturated zone 1 (cma*3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Ra-226 Contaminated zone (cm 3*3/g)

Unsaturated zone 1 (cm*3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Te-125m Contaminated zone (cm*3 3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cml*3/g)

Leach rate (/yr)

Solubility constant

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 37 lRESRAD, Version 6.21 Tz Limit -

30 days Summary : YR Material to WCS -

concrete run 12/20/2004 11:40 Page 15 File: YR to WCS concrete.RAD Site-Specific Parameter Summary (continued) 0 User a

Used by RESRAD

' Parameter Menu 2 Parameter Input

' Default (If different from user input) '

Name R016 Distribution coefficients for daughter Th-229 R016 Contaminated zone (cm-*3/g)

R016 '

Unsaturated zone 1 (cmi*3/g)

R016 '

Saturated zone (cm--3/g)

R016 '

Leach rate (/yr)

R016 3 Solubility constant R016 ' Distribution coefficients for daughter Th-230 R016 3 Contaminated zone (cml*3/g)

R016 3 Unsaturated zone 1 Ccm"3/g)

R016 3 Saturated zone (cm**3/g)

R016 Leach rate (/yr)

R016 Solubility constant R016 Distribution coefficients for daughter U-233 R016 Contaminated zone (cm**3/g)

R016 3 Unsaturated zone 1 (cm**3/g)

R016 3 Saturated zone (cm*13/g)

R016 3 Leach rate (/yr)

R016 Solubility constant R016 Distribution coefficients for daughter U-234 R016 3 Contaminated zone (cm'*3/g)

R016 '

Unsaturated zone 1 (cml*3/g)

R016 3 Saturated zone (cm**3/g)

R016 '

Leach rate (/yr)

R016 '

Solubility constant R016 Distribution coefficients for daughter U-235 R016 Contaminated zone (cm-*3/g)

R016 Unsaturated zone 1 (cmi*3/g)

R016 Saturated zone (cm'*3/g)

R016 Leach rate (/yr)

R016 3 Solubility constant 3

R017 3 Inhalation rate (m*-3/yr)

R017 ' Mass loading for inhalation (g/m*13)

R017 3 Exposure duration R017 3 Shielding factor, inhalation R017 I Shielding factor, external gamma R017 ' Fraction of time spent indoors R017 3 Fraction of time spent outdoors (on site)

R017 2 Shape factor flag, external gamma 1.S80E+03 5.800E+03 3.200E+03 O.OOOE+00 O.OOOE+00 1.580E+03 5.800E+03 3.200E+03 O.OOOE+00 O.OOOE+00 1.470E+02 1.600E+03 3.500E+01 O.OOOE+00 O.OOOE+00 1.470E+02 1.600E+03 3.500E+01 O.OOOE+00 O.OOOE+00 1.470E+02

1. 600E+03 3.500E+01 O.OOOE+00 O.OOOE+00 8.400E+03 1.OOOE-04 3.OOOE+01 4.OOOE-0l 7.OOOE-01 5.OOOE-0l 2.500E-01 1.OOOE+00 6.OOOE+04 6.OOOE+04 6.OOOE+04 O.OOOE+00 O.OOOE+00 6.OOOE+04 6.OOOE+04 6.OOOE+04 O.OOOE+00 O.OOOE+00 5.OOOE+01 5.OOOE+O1 5.OOOE+01 O.OOOE+00 O.OOOE+00 5.OOOE+01 5.OOOE+01 5.OOOE+01 O.OOOE+00 O.OOOE+00 5.OOOE+01 5.OOOE+01 5.OOOE+01 O.OOOE+00 O.OOOE+00 8.400E+03 1.OOOE-04 3.OOOE+01 4.OOOE-0l 7.000E-0l 5.OOOE-01 2.500E-01 1.OOOE+00

2. 593E-07 not used 2.593E-07 not used 2.7 87E-06 not used 2.787E-06 not used 2.787E-06 not used

>0 shows circular AREA.

DCNUCC(34(

' DCHUCU(34,1)

'DCNUCS(34)

'ALEACH(34)

'SOLUBK(34)

' DCNUCC(35)

' DCNUCU(35,1)

'DCNUCS(35)

ALEACH(35)

SOLUBK(35)

' DCNUCC(36)

' DCHUCUC36,1)

' DCNUCS(36)

' ALEACH(36)

' SOLUBK(36)

' DCNUCC(37)

' DCNUCU(37,1)

' DCNUCS(37)

' ALEACH(37)

' SOLUBK(37)

' DCNUCC(38)

' DCNUCU(38,1)

'DCNUCS(38)

' ALEACH(38)

'SOLUBK(38)

' INHALR

' MLINH

' ED

' SHF3

' SHF1

' FIND

' FOTD

' FS

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 38 1RESRAD, Version 6.21 To Limit -

30 days Summary : YR Material to WCS -

concrete run 12/20/2004 11:40 Page 16 File: YR to WCS concrete.RAD Site-Specific Parameter Summary (continued) 0 User 3

Used by RESRAD Parameter Menu Parameter Input 3

Default (If different from user input)

Name R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 RD 17 R017 RO17 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 R017 RO 17 R018 Role R018 Role R018 R018 R018 Role R018 R018 R018 R018 R018 R018 R018 R019 R019 R019 R019 R019 R019 3

33 3

3 3

3 a

S 3

3 2

a Radii of shape factor array (used if FS -

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 Cm), ring 8:

Outer annular radius Cm), ring 9:

Outer annular radius (m), ring 10:

Outer annular radius (m), ring 11:

Outer annular radius (m), ring 12:

-1):

Fractions of annular areas within AREA:

Ring 1 Ring 2 Ring 3 Ring 4 Ring 5 Ring 6 Ring 7 Ring 8 Ring 9 Ring 10 Ring 11 Ring 12 Fruits, vegetables and grain consumption (kg/yr)

Leafy vegetable consumption (kg/yr)

Milk consumption CL/yr)

Meat and poultry consumption (kg/yr)

Fish consumption (kg/yr)

Other seafood consumption Ckg/yr)

Soil ingestion rate Cg/yr)

Drinking water intake (L/yr)

Contamination fraction of drinking water Contamination fraction of household water Contamination fraction of livestock water Contamination fraction of irrigation water Contamination fraction of aquatic food Contamination fraction of plant food Contamination fraction of meat Contamination fraction of milk Livestock fodder intake for meat (kg/day)

Livestock fodder intake for milk (kg/day)

Livestock water intake for meat CL/day)

Livestock water intake for milk CL/day)

Livestock soil intake (kg/day)

Mass loading for foliar-deposition Cg/m**3) not used not used not used not used

'not used not used 3not used not used not used not used not used not used not used not used not used not used not used not used not used not used not used not used not used not used 1.600E+02 1.400E+01 9.200E+01 6.300E+01 not used not used 3.650E+01 5.100E+02 1.000E+00 1.O00E+00 1.000E+00 31.000E+00 not used

'-1

'-1 6.800E+01 5.500E+01 5.000E+01 1.600E+02 5.000E-01 5.000E+01 7.071E+01 0.000E+00 0.000E+00 0.000E+00 0.OOOE+00 0.000E+00 0.000E+00 0.OO0E+00 0.OOOE+00 0.000E+00 0.000E+00 1.000E+0O 2.732E-01 0.000E+00 0.O00E+00 0.000E+00 0.000E+00 0.OOE+00 0.OOOE+00 0.000E+00 0.O0OE+00 3O.O0E+00 0.000E+00 1.600E+02 1.400E+01 9.200E+01 36.300E+01 5.400E+00 9.000E-01 3.650E+01 5.100E+02 1.000E+00 1.000E+00 1.000E+00 31.000E+00 5.000E-01

'-1

'-1 6.800E+01 5.500E+01 5.000E+01 1.600E+02 5.000E-01 RAD SHAPEC 1)

RAD SHAPEC 2)

RAD SHAPEC 3)

RAD SHAPEC 4)

RAD SHAPE( 5)

RAD SRAPEC 6)

RAD SHAPEC 7)

RAD SRAPE C 8)

RAD SHAPES( 9)

RAD SHAPE(10)

RAD SRAPE(11)

RAD SHAPEC12)

FRACAC 1)

FRACAC 2)

FRACA( 3)

FRACA( 4)

FRACA( 5)

FRACAC 6)

FRACAC 7)

FRACAC 8)

FRACAC 9)

FRACAC10)

FRACACli)

FRACAC12)

DIETSl)

DIETC2)

DIET(3)

DIETC4)

DIET(S)

DIET(6)

SOIL DWI FDW FHNW FLW FIRW FR9 FPLANT FMEAT FMILK LFIS LFI6 LWI5 LWI6 LSI

0. 157E+00 0.157E-01 0.157E-01 1.OOOE-04 3 1.O00E-04 MLFD

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS. Page 39 IRESRAD, Version 6.21 Td Limit -

30 days Summary : YR Material to WCS -

concrete run 12/20/2004 11:40 Page 17 File: YR to WCS concrete.RAD Site-Specific Parameter Summary (continued) 0 a

User Used by RESRAD

' Parameter Menu 2 Parameter Input

' Default 3

(If different from user input) '

Name R019 ' Depth of soil mixing layer {m)

R019 I Depth of roots {m)

R019 I Drinking water fraction from ground water R019 I Household water fraction from ground water R019 I Livestock water fraction from ground water R019 Irrigation fraction from ground water R19B R19B R19B R19B R19B R19B R19B R19B R19B R19B R19B R19B R198 R19B R19B R19B C14 C14 C14 C14 C14 C14 C14 C14 C14 C14 STOR STOR STOR STOR STOR STOR STOR STOR STOR STOR R021 R021 R021 R021 R021 Wet weight crop yield for Non-Leafy (kg/m**2)

Wet weight crop yield for Leafy (kg/m**2)

Wet weight crop yield for Fodder (kg/m*12)

Growing Season for Non-Leafy (years) 3Growing Season for Leafy (years) 3Growing Season for Fodder (years)

'Translocation Factor for Non-Leafy 3Translocation Factor for Leafy 3Translocation Factor for Fodder 3Dry Foliar Interception Fraction for Non-Leafy

'Dry Foliar Interception Fraction for Leafy 3Dry Foliar Interception Fraction for Fodder Wet Foliar Interception Fraction for Non-Leafy Wet Foliar Interception Fraction for Leafy 3Wet Foliar Interception Fraction for Fodder Weathering Removal Constant for Vegetation C-12 concentration in water (g/cml*3)

'C-12 concentration in contaminated soil (g/g)

'Fraction of vegetation carbon from soil 3Fraction of vegetation carbon from air 3C-14 evasion layer thickness in soil Cm)

'C-14 evasion flux rate from soil (1/sec)

C-12 evasion flux rate from soil (1/sec)

Fraction of grain in beef cattle feed 3Fraction of grain in milk cow feed DCF correction factor for gaseous forms of C14 Storage times of contaminated foodstuffs (days):

Fruits, non-leafy vegetables, and grain Leafy vegetables Milk Meat and poultry Fish 3

Crustacea and mollusks 3

Well water Surface water Livestock fodder Thickness of building foundation (m)

'Bulk density of building foundation (g/cm*3)

'Total porosity of the cover material 3Total porosity of the building foundation

'Volumetric water content of the cover material 1.500E-01 9.000E-01 1.000E+00 1.OOOE+00 1.000E+00 1.000E+00 7.OOOE-01 1.500E+00

1. 100E+00 1.700E-01 2.500E-01 8.000E-02 1.000E-01 1.OOOE+00 1.OOOE+00 2.500E-01 2.500E-01

2. 500E-01 2.500E-01 2.500E-01 2.500E-01 2.000E+01 2.000E-05 3.OOOE-02 2.000E-02 9.8 00E-01 3.000E-01 7.000E-07 1.OOOE-10 8.000E-01 2.000E-01 8.894E+01

'1.500E-01 3

3 9.000E-01 3 3 1.OOOE+00 3

' 1.000E+00 '

1.OOOE+00 '

' 1.000E+00 3 3

3

' 7.000E-01 3 3 1.500E+00 3 3 1.100E+00 3

3 1.700E-01 a

' 2.500E-01 '

' 8.000E-02 3

' 1.000E-01 3

' 1.000E+00 3

' 1.OOOE+00 '

3 2.500E-01 3

I 2.500E-01 3

3 2.500E-01 3

3 2.500E-01 '

' 2.500E-01 a

'2.500E-01

' 2.000E+01 3 3

3 3 2.000E-05 a

' 3.000E-02 '

' 2.000E-02 3 3 9.800E-01 3

' 3.000E-01 3

3 7.OOOE-07 3

' 1.000E-10 3

3 8.000E-01 3

3 2.OOOE-01 3 3 8.894E+01 I

3 3

' 1.400E+01 3

' 1.000E+00 3

3 1.000E+00 3 3 2.000E+01 3

' 7.000E+00 3

3 7.000E+00 3

' 1.000E+00 I I 1.000E+00 3

3 4.500E+01 3

3 3

' 1.500E-01 '

' 2.400E+00

' 4.000E-01 3 3 1.000E-01 3

'5.000E-02 3

DM DROOT FGWDW FGWHH FGWLW FGWIR YV (1)

YV (2)

YV (3)

TE (1)

TE (2)

TE(3)

TIV(1)

TIV(2)

TIV(3)

RDRY (1)

RDRY (2)

RDRY(3)

RWET(1)

RWET (2)

RWET (3)

WLAM C12WTR C12CZ CSOIL CAIR DMC EVSN REVSN AVFG4 AVFG5 C02 F

'1.400E+01

'1.OOOE+00

' 1.000E+00

' 2.000E+01

' 7.000E+00

' 1.000E+00

' 4.500E+01

' 1.500E-01

'2.400E+00

' 4.000E-01

' 1.000E-01

' 5.000E-02 STOR TP1)

STOR T(2)

STORPT(3)

STOR T(4)

STORT (5)

STOR T (6)

STOR T(7)

STORT (8)

STORT (9)

FLOOR1 DENSFL TPCV TPFL PH20CV

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-O0-00x-04

Subject:

RESRAD 6.21 Analysis for Soil, Concdete and Steel Debris at WCS, Page 40 lRESRAD Version 6.21 TK Limit -

30 days 12/20/2004 11:40 Page 18 Summary : YR Material to WCS -

concrete run File: YR to WCS concrete.RAD Site-Specific Parameter Summary (continued) 0 User Used by RESRAD Parameter menu Parameter Input 3

Default I(If different from user input)

Name R021 Volumetric water content of the foundation 3.OOOE-02 3.000E-02 3 PH20FL R021 Diffusion coefficient for radon gas (m/sec):

2 R021 in cover material 2.000E-06 2 2.000E-06 3-- DIFCV R021 in foundation material 3.000E-07 3.000E-07 s DIFFL R021 3 in contaminated zone soil 2.000E-06 3 2.OOOE-06 DIFCZ R021 IRadon vertical dimension of mixing (m)i 2.000E+00 3 2.000E+00 HMIX R021 3Average building air exchange rate (1/hr) 5.000E-01 5.000E-01 2 REXG R021 3Height of the building (room) (m) 2 2.500E+00 2.500E+00 HRM R021 Building interior area factor 3 O.OOOE+00 3 0.000E+00 3code computed (time dependent)

FAI R021 Building depth below ground surface (m) 3-1.OOOE+00

-1.000E+00 code computed (time dependent)

DMFL R021 3Emanating power of Rn-222 gas I 2.500E-01 2.500E-01 EMANA(1)

R021 2Emanating power of Rn-220 gas not used 3 'l.500E-01 EMANA(2)

TITL Number of graphical time points 32 NPTS TITL Maximum number of integration points for dose 17 3

2-LYMAX TITL 2Maximum number of integration points for risk 1

KYMAX Summary of Pathway Selections Pathway User Selection 1 -- external gamma active 2 --

inhalation (w/o radon)3 active 3 -- plant ingestion active 4 --

meat ingestion 2

active 5 --

milk ingestion active 6 --

aquatic foods 2

suppressed 7 --

drinking water active 8 --

soil ingestion active 9 --

radon active Find peak pathway doses 2

active ffffItftt+ftffi+t tItfffffftfftfIfftl tffft

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 41 lRESRLAD, Version 6.21 TSz Limit -

30 days Summary : YR Material to WCS -

concrete run Contaminated Zone Dimensions Area:

313.00 square meters Thickness:

21.00 meters Cover Depth:

4.60 meters 12/20/2004 11:40 Page 19 File: YR to WCS concrete.RAD Initial Soil Concentrations, pCi/g Ag-108m 1.000E+00 Am-241 1.000E+00 C-14 1.000E+00 Cm-243 1.OOOE+00 Co-60 1.000E+00 Cs-134 1.000E+00 Cs-137 1.OOOE+00 Eu-152 1.000E+00 Eu-154 1.000E+00 Eu-155 1.000E+00 Fe-55 1.000E+00 H-3 1.000E+00 Nb-94 1.000E+00 Ni-63 1.000E+00 Pu-238 1.000E+00 Pu-239 1.000E+00 Pu-241 1.000E+00 Sb-125 1.OOOE+00 Sr-90 1.000E+00 Tc-99 1.OOOE+00 Total Dose TDOSE(t), mrem/yr Basic Radiation Dose Limit -

1.000E+00 mrem/yr Total Mixture Sum M(t) -

Fraction of Basic Dose Limit Received at Time (t) t (years):

0.000E+00 1.000E+00 3.000E+00 1.000E+01 3.000E+01 1.OOOE+02 3.000E+02 1.000E+03 TDOSE(t):

1.160E-15 1.737E-14 2.018E-13 5.275E-12 1.239E-10 3.867E-09 7.366E-08 1.208E-06 M(t):

1.160E-15 1.737E-14 2.018E-13 5.275E-12 1.239E-10 3.867E-09 7.366E-08 1.208E-06 OMaximum TDOSE(t):

1.208E-06 mrem/yr at t -

1.000E+03 years

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS. Page 42 lRESRAD, Version 6.21 Tv Limit -

30 days 12/20/2004 11:40 Page 36 Summary : YR Material to WCS -

concrete run File: YR to WCS concrete.RAD Dose/Source Ratios Summed Over All Pathways Parent and Progeny Principal Radionuclide Contributions Indicated OParent Product Branch DSR(J,t)

(mrem/yrl/(pCi/g)

(i)

(J)

Fraction' t-O.OOOE+00 1.OOOE+00 3.000E+00 1.OOOE+01 3.OOOE+01 1.000E+02 3.OOOE+02 1.OOOE+03 AAUAAW A AAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAA.A AAAAAAAAA AAAA AAAA Ag-108m Ag-108m 1.OOOE+00 1.083E-40 1.078E-40 1.066E-40 1.026E-40 9.208E-41 6.300E-41 2.131E-41 4.792E-43 OAm-241 Am-241 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Am-241 Np-237 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 Am-241 U-233 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Am-241 Th-229 1.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Am-241 ADSR(j)

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000+00 OC-14 C-14 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OCm-243 Cm-243 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Pu-239 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 U-235 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 Cm-243 Pa-231 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Ac-227 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 9DSR(j) 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 OCm-243 Cm-243 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Am-243 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Pu-239 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 U-235 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Pa-231 2.400E-03 0.000E+00 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 Cm-243 Ac-227 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 ADSR(j)

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OCo-60 Co-60 1.OOOE+00 1.592E-32 1.396E-32 1.073E-32 4.275E-33 3.083E-34 3.105E-38 O.OOOE+00 O.OOOE+00 OCs-134 Cs-134 1.OOOE+00 4.310E-39 3.080E-39 1.572E-39 1.495E-40 1.808E-43 O.OOOE+00 O.OOOE+00 O.OOOE+00 OCs-137 Cs-137 1.000E+00 2.620E-40 2.560E-40 2.445E-40 2.080E-40 1.311E-40 2.608E-41 2.578E-43 O.OOOE+00 OEu-152 Eu-152 7.208E-01 1.546E-35 1.467E-35 1.322E-35 9.192E-36 3.251E-36 8.555E-38 2.620E-42 O.OOOE+00 OEu-152 Eu-152 2.792E-01 5.987E-36 5.684E-36 5.123E-36 3.561E-36 1.259E-36 3.314E-38 1.015E-42 O.OOOE+00 Eu-152 Gd-152 2.792E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Eu-152 aDSR(j) 5.987E-36 5.684E-36 5.123E-36 3.561E-36 1.259E-36 3.314E-38 1.015E-42 O.OOOE+00 OEu-154 Eu-154 1.OOOE+00 1.572E-34 1.453E-34 1.242E-34 7.155E-35 1.482E-35 5.986E-38 8.408E-45 O.OOOE+00 OEu-155 Eu-155 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OFe-55 Fe-55 1.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OH-3 H-3 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.OOOE+00 O.OOOE+00 O.OOOE+00 5.984E-29 ONb-94 Nb-94 1.OOOE+00 3.585E-38 3.585E-38 3.585E-38 3.585E-38 3.585E-38 3.585E-38 3.584E-38 3.583E-38

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-00x-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 43 lRESRAD, Version 6.21 Tg Limit -

30 days 12/20/2004 11:40 Page 37 Summary : YR Material to WCS -

concrete run File: YR to WCS concrete.RAD Dose/Source Ratios Summed Over All Pathways Parent and Progeny Principal Radionuclide Contributions Indicated OParent Product Branch DSR(j,t)

(mrem/yr)/(pCi/g)

Ui)

Ci)

Fraction' t-O.OOOE+00 l.OOOE+OO 3.OOOE+00 1.OOOE+0l 3.OOOE+01 1.OOOE+02 3.OOOE+02 l.OOOE+03 AAAAM AAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAU A AAAAAAAM AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA Ni-63 Ni-63 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+OO 0.OOOE+00 OPu-238. Pu-238 l.OOOE+00 O.OOOE+O0 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+O0 0.OOOE+00 Pu-238 U-234 l.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 Th-230 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 Ra-226 1.OOOE+00 1.160E-15 1.737E-14 2.018E-13 5.275E-12 1.239E-10 3.867E-09 7.366E-08 1.208E-06 Pu-238 Pb-210 l.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000+00 O.OOOE+00 Pu-238 Po-210 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.OOOE+00 O.OOOE+00 Pu-238 aDSR(j) 1.160E-15 1.737E-14 2.018E-13 5.275E-12 1.239E-10 3.867E-09 7.366E-08 1.208E-06 OPu-239 Pu-239 1.000E+00 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-239 U-235 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-239 Pa-231 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-239 Ac-227 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-239 ADSR(j)

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OPu-241 Pu-241 1.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Am-241 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Np-237 1.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 U-233 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Th-229 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 ADSR(J) 0.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OPu-241 Pu-241 2.450E-05 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 Pu-241 Np-237 2.450E-05 O.OOOE+00 O.OOOE+00 0.OOOE+O O.OOOE+O O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 Pu-241 U-233 2.450E-05 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Th-229 2.450E-05 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 ADSR(j)

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OSb-125 Sb-125 7.720E-01 1.037E-42 8.085E-43 4.905E-43 8.548E-44 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 OSb-125 Sb-125 2.280E-01 3.069E-43 2.396E-43 1.457E-43 2.522E-44 O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 Sb-125 Te-125m 2.280E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Sb-125 ADSR(j) 3.069E-43 2.396E-43 1.457E-43 2.522E-44 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 OSr-90 Sr-90 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OTc-99 Tc-99 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

^Branch Fraction is the cumulative factor for the j t principal radionuclide daughter:

CUMBRF(j) -

BRF(I)8BRF(2),...

BRF(j).

The DSR includes contributions from associated (half-life 6 30 days) daughters.

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-00x-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 44 1RESRAD, Version 6.21 Tw Limit - 30 days 12/07/2004 11:12 Page 1

Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Table of Contents Pr :MixtureSumsfand Single Radionuclide Guidelines Dose Conversion Factor (and Related)

Parameter Summary...

2 Site-Specific Parameter Summary.....

9 Summary of Pathway Selections.....

18 Contaminated Zone and Total Dose Summary....

19 Total Dose Components Time -

0.OOOE+00........

20 Time -

1.000E+00........

22 Time -

3.000E00........

0...........................

24 Time -

1.000E+01........

26 Time -

3.000+E01........

28 Time -

1.000+E02........

30 Time -

3.000E+02........

32 Time -

1.000E+03....................................

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

36 Single Radionuclide Soil Guidelines......

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

40 Soil Concentration Per Nuclide.......

42

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 45 1RESRAD, Version 6.21 Ta Limit -

30 days Summary : YR Material to WCS -

steel run 12/07/2004 11:12 Page 2

File: YR to WCS steel.RAD Dose Conversion Factor (and Related) Parameter Summary File: FGR 13 Morbidity 0

Current 3

Parameter Menu Parameter Value Default 3

Name B-1 Dose conversion factors for inhalation, mrem/pCi:

B-1 Ac-227+D

6.720E+00 I 6.720E+00 DCF2( 1)

B-1 Ag-108m+D 2.830E-04 4 2.830E-04 DCF2( 2)

B-1 Am-241 3 4.440E-01 4.440E-01 DCF2( 31 B-1 Am-243+D 4.400E-01 4.400E-01 DCF2( 4)

B-1 C-14 2.090E-06 2.090E-06 DCF2( 5)

B-1 Cm-243 3 3.070E-01 3.070E-01 DCF2( 6)

B-1 Co-60 2.190E-04 2.190E-04 DCF2( 8)

B-1 Cs-134 4.630E-05 4.630E-05 DCF2( 9)

B-1 Cs-137+D 3.190E-05 3.190E-05 DCF2(10)

B-1 Eu-152 2.210E-04 2.210E-04 DCF2(11)

B-1 I Eu-154 2.860E-04 2.860E-04 DCF2t13)

B-1 Eu-155 4.140E-05 4.140E-05 DCF2(14)

B-1 Fe-55 2.690E-06 2.690E-06 DCF2tl5)

B-1 Gd-152 3 2.430E-01 2.430E-01 DCF2(16)

B-1 H-3 6.400E-08 6.400E-08 DCF2(17)

B-1 Nb-94 4.140E-04 3 4.140E-04 DCF2(18)

B-1 NI-63 3 6.290E-06 6.290E-06 DCF2(19)

B-1 Np-237+D 3 5.400E-01 5.400E-01 3DCF2(20)

B-1 Pa-231 1.280E+00 1.280E+00 DCF2(21)

B-1 3 Pb-210+D 1.380E-02 1.380E-02 DCF2(22)

B-1 Po-210 9.400E-03 9.400E-03 DCF2(23)

B-1 Pu-238 3.920E-01 3.920E-01 DCF2(24)

B-1 Pu-239 3 4.290E-01 I 4.290E-01 DCF2(25)

B-1 Pu-241+D 8.250E-03 8.250E-03 DCF2(26)

B-1I Ra-226+D

' 8.600E-03 8.600E-03 DCF2(28)

B-1 Sb-125 1.220E-05 1.220E-05 3DCF2(29)

B-1 Sr-90+D 3 1.310E-03 1.310E-03 DCF2(31)

B-1 Tc-99 2 8.330E-06 8.330E-06 DCF2(32)

B-1 Te-125m 7.290E-06 7.290E-06 3DCF2(33)

B-1 Th-229+D I 2.160E+00 2.160E+00 DCF2(34)

B-1 Th-230 3.260E-01 3.260E-01 DCF2(35)

B-1 U-233 1.350E-01 1.350E-01 DCF2(36)

B-1 U-234 1.320E-01 1.320E-01 DCF2(37)

B-1 U-235+D 3 1.230E-01I 1.230E-01 DCF2(38)

D-1 Dose conversion factors for ingestion, mrem/pCi:

D-1 Ac-227+D 1.480E-02 1.480E-02 DCF3( 1)

D-1 Ag-108m+D 7.620E-06 7.620E-06 DCF3( 2)

D-1 3Am-241 3.640E-03 3.640E-03 DCF3( 3)

D-1 Am-243+D 3.630E-03 3.630E-03 DCF3(

4)

D-1 C-14 2 2.090E-06 2.090E-06 DCF3( 5)

D-1 Cm-243 3 2.510E-03 2.510E-03 DCF3(

6)

D-1 Co-60 3 2.690E-05 2.690E-05 DCF3(

8)

D-1 Cs-134 7.330E-05 7.330E-05 DCF3(

9)

D-1 Cs-137+D 5.OOOE-05 S.OOOE-05 DCF3(10)

D-1 Eu-152 6.480E-06 6.480E-06 DCF3(11)

D-1 Eu-154 9.550E-06 9.550E-06 DCF3(13)

D-1 Eu-155 1.530E-06 1.530E-06 DCF3(14)

D-1 Fe-55 6.070E-07 6.070E-07 DCF3(15)

D-1 Gd-152 3 1.610E-04 ' 1.610E-04 DCF3(16)

l Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil. Concrete and Steel Debris at WCS, Page 46 lRESRAD, Version 6.21 To Limit -

30 days 12/07/2004 11:12 Page 3

Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: FGR 13 Morbidity 0

Current Parameter Menu '

Parameter Value Default Name D-1 H-3 6.400E-08 6.400E-08 DCF3(17)

D-1 3 Nb-94 7.140E-06 3 7.140E-06 DCF3(18)

D-1 Ni-63 5.770E-07 5.770E-07 3DCF3(19)

D-1 Np-237+D 4.440E-03 2 4.440E-03 DCF3(20)

D-1 Pa-231 1.060E-02 1.060E-02 DCF3(21)

D-1 Pb-210+D 3 5.370E-03 5.370E-03 DCF3(22)

D-1 Po-210 1.900E-03 1.900E-03 DCF3(23)

D-1 Pu-238 3 3.200E-03 3 3.200E-03 IDCF3(24)

D-1 Pu-239 3.540E-03 3.540E-03 DCF3(25)

D-1 Pu-241+D 6.850E-05 6.850E-05 DCF3(26)

D-1 Ra-226+D 3 1.330E-03 1.330E-03 3DCF3(28)

D-1 Sb-125 2.810E-06 3 2.810E-06 DCF3129)

D-1 Sr-90+D 1.530E-04 1.530E-04 DCF3(31)

D-1 3Sc-99 1.460E-06 1.460E-06 DCF3(32)

D-1 Te-125m 8 3.670E-06 3.670E-06 DCF3(33)

D-1 Th-229+D 3 4.030E-03 4.030E-03 DCF3(34)

D-1 Th-230 3 5.480E-04 5.480E-04 DCF3(35)

D-1 U-233 2.890E-04 2.890E-04 DCF3(36)

D-1 U-234 2.830E-04 3 2.830E-04 DCF3(37)

D-1 U-235+0D 2.670E-04 3 2.670E-04 'DCF3(38) 3 3

D-34 Food transfer factors:

D-34 Ac-227+D, plant/soil concentration ratio, dimensionless 2.500E-03 3 2.500E-03 RTF( 1,1)

D-34 Ac-227+D, beef/livestock-Intake ratio, (pCi/kg)/(pCi/d) 2.000E-05 2.000E-05 RTF( 1,2)

D-34 Ac-227+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-05 2.000E-05 RTF( 1,3)

D-34 3 D-34 Ag-108m+D, plant/soil concentration ratio, dimensionless l.SOOE-0l 1.500E-01 RTFC 2,1)

D-34 Ag-108m+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3.000E-03 3.000E-03 RTF( 2,2)

D-34 3 Ag-108m+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.500E-02 2.500E-02 RTF( 2,3)

D-34 D-34 Am-241

, plant/soil concentration ratio, dimensionless 1.OOOE-03 1.OOOE-03 RTF( 3,1)

D-34 3 Am-241

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 5.OOOE-05 5.OOOE-05 RTF( 3,2)

D-34 Am-241

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-06 2.000E-06 RTF( 3,3)

D-343 D-34 3 Am-243+D, plant/soil concentration ratio, dimensionless 1.OOOE-03 3 1.OOOE-03 RTF( 4,1)

D-34 ' Am-243+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 5.OOOE-05 5.OOOE-05 RTF( 4.2)

D-34 Am-243+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-06 2.000E-06 RTF( 4,3)

D-343 D-34 C-14

, plant/soil concentration ratio, dimensionless 5.500E+00 5.500E+00 RTF( 5.1)

D-34 3 C-14

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3.100E-02 3.100E-02 RTF( 5.2)

D-34 I C-14

, milk/livestock-Intake ratio, (pCi/L)/(pCi/d) 3 1.200E-02 3 1.200E-02 RTF( 5,3)

D-343 D-34 3 Cm-243

, plant/soil concentration ratio, dimensionless 1.OOOE-03 1.OOOE-03 RTF( 6,1)

D-34 Cm-243

, beef/livestock-intake ratio, (pCi/kg)/(pci/d) 2.000E-05 2.000E-05 RTF( 6,2)

D-34 Cm-243

, milk/livestock-intake ratio, (pCI/L)/(pCi/d) 2.000E-06 2.000E-O6 RTF( 6,3)

D-343 D-34 Co-60

, plant/soil concentration ratio, dimensionless 8.000E-02 8.000E-02 RTF( 8,1)

D-34 3 Co-60

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2.000E-02 2.000E-02 RTF( 8,2)

D-34 Co-60

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-03 2.000E-03 RTF( 8,3)

D-34w 3

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 47 lRESRAD, Version 6.21 Ta Limit -

30 days 12/07/2004 11:12 Page 4

Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: FGR 13 Morbidity 0

s Current Parameter Menu I Parameter Value Default Name D-34 Cs-134

, plant/soil concentration ratio, dimensionless 4.000E-02 4.OOOE-02 RTF( 9,1)

D-34 Cs-134

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3.000E-02 3.000E-02 RTF( 9,2)

D-34 Cs-134

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 8.000E-03 8.000E-03 'RTFC 9,3)

D-343 3

D-34 Cs-137+D, plant/soil concentration ratio, dimensionless 4.000E-02 4.000E-02 RTF(10,1)

D-34 Cs-137+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3.000E-02 3.000E-02 RTF(10,2)

D-34 2Cs-137+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 8.000E-03 8.000E-03 RTF(10,3)

D-34 3

D-34 Eu-152

, plant/soil concentration ratio, dimensionless 2 2.500E-03 3 2.500E-03 3RTF(ll,1)

D-34 Eu-152

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d 3 2.000E-03 2.000E-03 RTF(ll,2)

D-34 2Eu-152

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-05 2.000E-05 RTF(11,3)

D-34 3 2

D-34 Eu-154

, plant/soil concentration ratio, dimensionless 2.500E-03 2.500E-03 RTF(13,I)

D-34 Eu-154

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2.000E-03 2.000E-03 RTF(13,2)

D-34

'Eu-154

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-05 O

2.000E-05 RTF(13,3)

D-34 3 D-34 Eu-155

, plant/soil concentration ratio, dimensionless

' 2.500E-03 x 2.500E-03 RTF(14,1)

D-34 Eu-155

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2.000E-03

2.000E-03 RTF(14,2)

D-34 Eu-155

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-05 2.000E-05 RTF(14,3)

D-34 3

D-34 Fe-55

, plant/soil concentration ratio, dimensionless 1.OOOE-03 1.00OE-03 RTF(25,1)

D-34 Fe-55

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2.000E-02 2.000E-02 sRTF(15,2)

D-34 Fe-55

, milk/livestock-intake ratio, (pCi/L)/(pCi/dJ 3.000E-04 3.000E-04 RTF(15,3)

D-34 3 3

D-34 Gd-152

, plant/soil concentration ratio, dimensionless 2.500E-03 2.500E-03 RTF(16,1)

D-34 Gd-152

, beef/livestock-intake ratio, (pci/kg)/(pCi/d) 2.000E-03 3 2.000E-03 RTF(16,2)

D-34 Gd-152

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.OOOE-05 2.000E-05 RTF(16,3)

D-34 3 D-34 H-3

, plant/soil concentration ratio, dimensionless

' 4.800E+00 4.800E+00 RTF(17,l)

D-34 H-3

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 1.200E-02 1.200E-02 RTF(17,2)

D-34 H-3

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 1.OOOE-02 1.OOOE-02 RTF(17,3)

D-34 3 D-34 Nb-94

, plant/soil concentration ratio, dimensionless 3 1.OOOE-02 1.OOOE-02 RTF(18,1)

D-34 'Nb-94

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3.000E-07 3.000E-07 RTF(18,2)

D-34 Nb-94

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

.3 2.000E-06 2.000E-06 RTF(18,3)

D-34 2 D-34 Ni-63

, plant/soil concentration ratio, dimensionless 5.OOOE-02 5.OOOE-02 RTF(19,1)

D-34 Ni-63

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 5.OOOE-03 5.OOOE-03 RTF(19,2)

D-34 Ni-63

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-02 2.000E-02 RTF(19,3)

D-34' 33 D-34 Np-237+D, plant/soil concentration ratio, dimensionless 2.000E-02 2.000E-02 RTF(20,1)

D-34 Np-237+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 1.OOOE-03 1.OOOE-03 RTF(20,2)

D-34 Np-237+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 5.000E-06 5.000E-06 RTF(20,3)

D-34 3 a

D-34 'Pa-231

, plant/soil concentration ratio, dimensionless 1.OOOE-02 1.000E-02 3RTF(21,I)

D-34 Pa-231

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 5.000E-03 3 5.OOOE-03 RTF(21,2)

D-34 Pa-231

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

' 5.000E-06 5.000E-06 'RTF(21,3)

D-34 a

D-34 Pb-210+D, plant/soil concentration ratio, dimensionless l.000E-02 l.OOOE-02 RTF(22,I)

D-34 Pb-210+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 8.000E-04 8.000E-04 RTF(22,2)

D-34 Pb-210+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 3.000E-04 3.000E-04 RTF(22,3)

l Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-0O-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 48 IRESRAD, Version 6.21 Tw Limit -

30 days 12/07/2004 11:12 Page 5

Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: FGR 13 Morbidity 0

Current Parameter Menu Parameter Value Defaul t 3

Name D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 Po-210

, plant/soil concentration ratio, dimensionless Po-210

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Po-210

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Pu-238

, plant/soil concentration ratio, dimensionless Pu-238

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Pu-238

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Pu-239

, plant/soil concentration ratio, dimensionless Pu-239

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Pu-239

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Pu-241+D, plant/soil concentration ratio, dimensionless Pu-241+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Pu-241+D, milk/livestock-intake ratio, (pCi/LI/(pCi/d)

Ra-226+D, plant/soil concentration ratio, dimensionless Ra-226+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Ra-226+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Sb-125

, plant/soil concentration ratio, dimensionless Sb-125

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Sb-125

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Sr-90+D, plant/soil concentration ratio, dimensionless Sr-90+D

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Sr-90+D

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Tc-99

, plant/soil concentration ratio, dimensionless Tc-99

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Tc-99

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Te-125m

, plant/soil concentration ratio, dimensionless Te-125m, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Te-125m, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Th-229+D, plant/soil concentration ratio, dimensionless Th-229+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Th-229+D, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Th-230

, plant/soil concentration ratio, dimensionless Th-230

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

Th-230

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

U-233

, plant/soil concentration ratio, dimensionless U-233

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

U-233

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

U-234

, plant/soil concentration ratio, dimensionless U-234

, beef/livestock-intake ratio, (pCi/kg)/(pCi/d)

U-234

, milk/livestock-intake ratio, (pCi/L)/(pCi/d) l.OOOE-03 3 3 5.OOOE-03 3 3 3.400E-04 a l.OOOE-03 3 1.OOOE-04 3 l.OOOE-06 3 3

3

l.OOOE-03 3 3 1.000E-04 3 1.OOOE-06 3 3

3 1.OOOE-03 3 3 l.OOOE-04 3 3 l.OOOE-06 3 3

3 3 4.000E-02 3 1.OOOE-03 3 3 1.OOOE-03 3 3

3 3 1.OOOE-02 1.OOOE-03 1.OOOE-04 3 3.0005E-01 8.000E-03 3 2.000E-03 3 5.OOOE+00 1.OOOE-04 3 3 l.OOOE-03 3 3

3

6.000E-01 3 3 7.000E-03 3 5.000E-04 3 3

3 1.OOOE-03 3 3 l.OOOE-04 3 5.000E-06 3 3

3 1.OOOE-03 s 1.000E-04 3 3 5.000E-06 3 2.500E-03 3 3.400E-04 3 6.OOOE-04 3 3

a 2.500E-03 2 3.400E-04 3 1 6.OOOE-04 3 1.OOOE-03 5.000E-03 3.400E-04 1.OOOE-03 1.000E-04 1.OOOE-06 1.OOOE-03 1.OOOE-04 1.OOOE-06 1.OOOE-03 1.000E-04 1.000E-06 4.000E-02 1.OOOE-03 l.OOOE-03 1.OOOE-02 1.OOOE-03 1.OOOE-04 3.OOOE-01 8.000E-03 2.000E-03 5.000E+00 1.OOOE-04 1.000-03 6.000E-01 7.000E-03 5.000E-04 1.OOOE-03 1.OOOE-04 5.000E-06 1.OOOE-03 1.OOOE-04 5.000E-06 2.500E-03 3.400E-04 6.000E-04 2.500E-03 3.400E-04 6.000E-04 RTF(23,1) 3 RTF(23,2)

RTF(23,3)

RTF(24,1)

RTF(24,2)

RTF(24,3)

RTF(25, 1)

RTF(25,2)

RTF(25,3)

RTF(26,1)

RTF(26,2)

RTF(26,3)

RTF(2B, 1)

RTF(28,2) 3 RTF(28,3)

RTF(29,1)

RTF(29,2)

RTF(29,3)

RTF(31,1) 3 RTF(31,2)

RTF(31,3)

RTF(32, 1) 3 RTF(32,2) 3 RTF(32,3)

RTF(33,1)

RTF(33,21 RTF(33,3)

, RTF(34,1) 3 RTF(34,2) 3 RTF(34.3)

RTF(35,1)

RTF(35,2) 3 RTF(35,3)

RTF(36,1) 3 RTF(36,2)

RTF(36,3)

RTF(37,1) 2 RTF(37,2) 3 RTF(37,3)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-00x-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 49 lRESRAD, Version 6.21 Tw Limit -

30 days 12/07/2004 11:12 Page 6

Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Dose Conversion Factor land Related) Parameter Summary (continued)

File: FGR 13 Morbidity 0

Current

' Parameter Menu 3Parameter Value Default Name D-34 3U-235+D

, plant/soil concentration ratio, dimensionless

' 2.500E-03 3 2.500E-03 ' RTF(38,1)

D-34 I U-235+D, beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 3.400E-04 I 3.400E-04 3RTF(38,2)

D-34 3 Bo-235c

, milk/livestock-intake ratio, (pCi/L)/(pCi/d)

'6.O00-04 '6.000-04 RTF(38,3)

D-5 EjBoaccumulation factors, fresh water, L/kg:

3 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5

'Ac-227+D

, fish Ac-227+D, crustacea Ag-108m+D, fish

' Ag-108m+D, crustacea Am-241 fish

' Am-241 crustacea Am-243+D, fish

' Am-243+D, crustacea C-14

, fish 3 C-14

, crustacea

' Cm-243

, fish

' Cm-243

, crustacea Co-60

, fish Co-60

, crustacea

' Cs-134

, fish 2 Cs-134

, crustacea 2 Cs-137+D, fish

' Cs-137+D, crustacea

' Eu-152

, fish 3 Eu-152

, crustacea

' Eu-154 fish 2 Eu-154 crustacea Eu-155

, fish Eu-155

, crustacea Fe-55

, fish

' Fe-55

, crustacea Gd-152

, fish

' Gd-152

, crustacea

'H-3

, fish

' H-3

, crustacea and mollusks and mollusks and mollusks and mollusks and mollusks and mollusks and mollusks and mollusks and mollusks and mollusks and mollusks and mollusks and mollusks and mollusks and mollusks 1.500E+01 1.OOOE+03 5.OOOE+00 7.700E+02 3.OOOE+01 1.OOOE+03 3.000E+01 l.OOOE+03 5.OOOE+04

9. 100+E03 3.OOOE+01 1.OOOE+03 3.000E+02 2.000E+02 2.OOOE+03 1.OOOE+02 2.OOOE+03 1.OOOE+02 5.OOOE+0l 1.OOOE+03 5.OOOE+01 1.000E+03 5.OOOE+01 1.OOOE+03 2.OOOE+02 3.200E+03 2.500E+01 1.OOOE+03 1.OOOE+00 1.OOOE+00 1.500E+01 1.OOOE+03 5.OOOE+00 7.700E+02 3.OOOE+01 1.OOOE+03 3.OOOE+01 1.OOOE+03 5.000E+04

9. 100E+03 3.OOOE+01 1.OOOE+03 3.000E+02 2.OOOE+02 2.000E+03 1.000E+02 2.000E+03 1.OOOE+02 5.000E+01 1.OOOE+03 5.OOOE+01 1.OOOE+03 5.OOOE+01 1.OOOE+03 2.000E+02 3.200E+03 2.500E+01 1.OOOE+03 1.OOOE+O0 l.OOOE+00 2 BIOFAC( 1,1) 2 BIOFAC(

1,2)

' BIOFAC( 2,1)

'BrOFAC( 2,2)

' BIOFAC( 3,1) 3 BIOFAC( 3,2)

' BIOFAC( 4,1) 3 BIOFAC( 4,2)

' BIOFAC( 5,1) 2 BIOFAC( 5,2)

' BIOFAC( 6,1)

' RIOFAC) 6,2)

' erOFAC( 8,1)

' BIOFAC( 8,2) 2 BIOFAC( 9,1) 3 BIOFAC( 9,2)

' BIOFAC(10,1)

' BIOFAC(10,2)

BIOFAC(l1,l)

' BIOFAC(11,2)

' BIOFAC(13,1)

BIOFAC(13,2)

BIOFAC(14,1)

' BIOFAC(14,2)

BIOFAC(1,l)

' BIOFAC(15,2)

'BIOFAC(16,1)

'BIOFAC(16,2)

' BIOFAC(17,1)

' BIOFAC(17,2)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil. Concrete and Steel Debris at WCS, Page 50 IRESRAD, Version 6.21 Tg Limit -

30 days 12/07/2004 11:12 Page 7

Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: FGR 13 Morbidity

.0 Current Parameter Menu Parameter Value 3Default 3

Name D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 Nb-94 Nb-94 Ni-63 Ni-63 Np-237+D Np-237+D Pa-231 Pa-231 Pb-210+D Pb-210.D Po-210 Po-210 Pu-238 Pu-238 Pu-239 Pu-239 Pu-241+D Pu-241+D Ra-226+D Ra-226+D Sb-125 Sb-125 Sr-90+D Sr-90+D Tc-99 Tc-99 Te-125m Te-125m Th-229+D Th-229+D Th-230 Th-230 U-233 U-233

, fish

, crustacea and mollusks

, fish

, crustacea and mollusks

, fish

, crustacea and mollusks

, fish

, crustacea and mollusks

, fish crustacea and mollusks

, fish

, crustacea and mollusks

, fish crustacea and mollusks

, fish

, crustacea and mollusks

, fish

, crustacea and mollusks

, fish

, crustacea and mollusks

, fish crustacea and mollusks fish crustacea and mollusks

, fish

, crustacea and mollusks

, fish crustacea and mollusks

, fish

, crustacea and mollusks

, fish

, crustacea and mollusks

. fish crustacea and mollusks 3.OOOE+02 1.OOOE+02 S

2

' 1.000E+02

'1.000E+02 3

2 3

2 3.000E+01

'4.000E+02 3

2

' 1.000E+01 '

31.100E+02 3 3

3 23.0005402 3 3 1.000E+02 I

' 2.000E+04 I 2

3

3.0005+01 3

31.000E+02 '

3 3

3 3.0005+01 1.OOOE+02 '

3.0005.01 3

I1.000E+02 3

2 3

15.0005+01 3

' 2.500E+02 3

' 1.000E+01 '

2 6.000E+01 2

31.000E+02 3

3 3

2.000E401 3

'5.000E+00 3 2

2

'4.000E+02 I7.500E+01 3 3

2

'1.000E+02 '

I5.000E+02 3 2

2

'1.000E+02 35.000E+02 3 3

3

1.0005401.:

36.000E+01 3

3 2

3.'OOE402 3BI0FAC(8,01 1.000'402 3BIEAC('8,2) 1.000E.02 B1OFAC(E9,I2 1.000'.02 BIOFAC(19,2) 3.000'+01 BIOFAC(20,3) 4.OOOE+02 BIOFAC(20,2) 1.000'401 BIOFAC52El) 1.100502 3BIOFACC21,2) 3.'00E+02 BIOFAC(22,6) 1.000E+02 BIOFAC(22,2) 1.000E+02 BIOFAC(23,1) 2.OOOE+04 ' BIOFAC(23,2) 3.000E+01 BIOFAC(24,1) 1.000E+02 BIOFAC(24,2) 3 3.000E+01 'BIOFAC(25,I) 1.000E+02 'BIOFAC(25,2) 3.000E+01 ' BIOFAC(26,1) 1.000E+02 3 BIOFAC(26,2) 5.000E+01 ' BIOFAC(28,I) 2.500E+02 ' BIOFAC(28,2) 3.OOOE+02 BIOFAC(29,1) 1.000E+01 BIOFAC(29,2) 6.000E+01 BIOFAC(3l,1) 1.000E+02 3 BIOFAC(31,2) 2.000E+01 3BIOFAC(32,1) 5.000E+00 2 BIOFAC(32,2) 4.000E+02 'BIOFAC(33,1) 7.500E+01 ' BIOFAC(33,2) 1.000+E02 BIOFAC(34,1) 5.000E+02 BIOFACC34,2) 1.000E+02 ' BIOFAC(35,1) 5.000E+02 BIOFAC(35,2) 2.000E+01 ' BIOFAC(36,1) 6.OOOE+01 ' BIOFAC(36,1) 7.500E+01 '3BIOFAC(36,2) 1.0E0 3 BOA(41

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 51 1RESRAD, Version 6.21 Tg Limit -

30 days 12/07/2004 11:12 Page 8

Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Dose Conversion Factor (and Related) Parameter Summary (continued)

File: FGR 13 Morbidity 0

Current Parameter Menu Parameter Value

' Default I

Name D-5 3 U-234

, fish 1.000E+01 '1.000+E01

' BIOFAC(37,1)

D-5 3 U-234

, crustacea and mollusks 3 6.000E+01 36.000E+01

' BIOFAC(37,2)

D-5 3

3 3

3 D-5 U-235+D, fish 3 1.0005+01 3l.OOOE+01 ' BIOFAC(38,1)

D-5 3 U-235+D, crustacea and mollusks 3 6.000E+01 26.000E+01 ' BIOFAC(38,2) fiffifffififfififffffffffffffffiffftttttttfifffffffffftttiffffffffiftifffffffftffiffttfttfffifffffffffttif

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-O0-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 52 IRESRAD, Version 6.21 Tv Limit -

30 days Summary : YR Material to WCS -

steel run 12/07/2004 11:12 Page 9

File: YR to WCS-steel.RAD Site-Specific Parameter Summary 0

User Used by RESRAD Parameter Menu Parameter Input Default (If different from user input)

Name Roll Roll R012 R011 Rol1 R011 RD11 Rol1 R011 R011 Roll Ro11 ROll R011 R012 R012 R012 R012 RD 12 R012 R012 R012 RD 12 R012 RD 12 RD 12 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 Area of contaminated zone (m *2)

Thickness of contaminated zone (m)

Length parallel to aquifer flow (m)

Basic radiation dose limit (mrem/yr)

Time since placement of material (yr)

Times for calculations (yr)

Times for calculations Cyr)

Times for calculations (yr)

Times for calculations (yr?

Times for calculations (yr)

Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Initial principal radionuclide Concentration in groundwater Concentration in groundwater Concentration in groundwater Concentration in groundwater Concentration in groundwater Concentration in groundwater Concentration in groundwater Concentration In groundwater Concentration in groundwater Concentration in groundwater Concentration in groundwater Concentration in groundwater Concentration in groundwater Concentration in groundwater Concentration in groundwater Concentration in groundwater (pci/g):

(pci/g):

(pCi/g):

IpCi/g):

fpci/g):

Ipci/g):

IpCi/g):

(pCi/g):

Ipci/g):

(pCi/g):

(pci/g):

(pCi/L)

(pCi/L1:

(pCi/L):

(pCi/L)

(pCi/L) 35.800E+01 1.OOOE+04 2.000E+00 3 2.000Et03 9.000E+00 '

1.000E+02 1.OOOE+00 2.500E+01 3 O.OOOE00 O.OOOE+000 1.OOOE+00 1.OOOE+00 3.000E+00 3 3.000E+00 1.OOOE+01 '

l OOOE+01 3.000E+01 3.000E+01 31.OOOE+02 1.OOOE+02 3.000+E02 3.000E+02 1.OOOE+03 1.OOOE+03 not used O.OOOE+0300 not used O.OOOE00 S

3 3

Ag-108m 31.OOOE+00 O.OOOE+00 Am-241 3.OOOE+00 O.OOOE+00 C-14 I1.000E+00 3O.OOOE+0 Cm-243 l.OOOE+00 3 0.000E+00 Co-60 l.OOOE+00 O.OOOE+0I00 Cs-134 1.000E+00 O.OOOE+00 Cs-137 1.000E+00 O.OOOE+00 Eu-152 31.000E+00 O.OOOE+00 Eu-154 1.OOOE+00 O.OOOE+00 Eu-155 1.OOOE+00 O.OOOE+00 Fe-55 1.OOOE+00 O.OOOE+00 H-3 l.OOOE+00

O.OOOE+00 Nb-94 1.000E+00 O.OOOE+00 Ni-63 1.OOOE+00 3 O.OOOE+00 Pu-238 31.OOOE+00 O.OOOE+00 Pu-239 1.OOOE+00 O.OOOE+00 3 Pu-241 1.OOOE+00 0.000E+00 Sb-125 1.OOOE+00 ' 0.000E+00 Sr-90 1.OOOE+00 O.OOOE+00 Tc-99 l.OOOE+00 O.OOOE+00 Ag-108m not used 0.OOOE+00 Am-241 not used O.OOOE+00 C-14 not used O.OOOE+00 Cm-243 not used O.OOOE+00 Co-60 not used O.OOOE+00 Cs-134 not used O.OOOE+OO Cs-137 not used O.OOOE+OO Eu-152 not used 3 0.000E+00 Eu-154 not used O.OOOE+O0 O

Eu-155 not used O.OOOE+00 Fe-55 not used O.OOOE+00 H-3 not used O.OOOE+00 Nb-94 not used 3 O.OOOE+OO Ni-63 not used O.OOOE+00 Pu-238 not used O.OOOE+000 Pu-239 not used 3 O.OOOE+OO 3

ARSA THICKO LCZPAQ 3BRDL TI TI 2)

TI 3)

T( 4)

TI 5)

TI 6) 3TI 7) 3T(

8)

T(

91 T (10)

SI( 2) 3S1( 3)

SI ( 5)

Si(

6) 1S( a) 3S( 9) 3SIMl)

Sl(ll) 3Sl(13)

S1(17)

S1 (18)

S(119)

S1(24)

Si1 25)

S1(26)

S1S(29)

S1(31)

S11(32)

WI( 2)

Wi( 3) 3WI( 5) 3W1( 6) 2W1( 8)

W1( 9) 3WI(10)

W1(13)

W1(14)

W1(15)

W1(17)

W11(18)

W1(19)

W1 (24)

W1 (25)

l Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04 I

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 53 I

lRESRAD, Version 6.21 Tc Limit -

30 days Summary : YR Material to WCS -

steel run 12/07/2004 11:12 Page 10 File: YR to WCS steel.RAD Site-Specific Parameter Summary (continued) 0 3

User Used by RESRAD Parameter Menu.3 Parameter Input Default 2 (If different from user input)

Name R012 R012 R012 R012 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R013 R014 R014 R014 R014 R014 R014 R014 R014 R014 R014 R014 R015 R015 R015 RD15 R0 15 R015 R015 R015 R016 R016 R016 R016 R016 R016 2

2 3

Concentration in groundwater Concentration in groundwater Concentration in groundwater Concentration in groundwater (pCI /L) :

(pCi/L):

(pCi/LI:

(pCi/L1 Pu-241 Sb-125 Sr-90 Tc-99 Cover depth (m)

Density of cover material (g/cm**31 Cover depth erosion rate (m/yr)

Density of contaminated zone (g/cml*3)

Contaminated zone erosion rate (m/yr)

Contaminated zone total porosity Contaminated zone field capacity Contaminated zone hydraulic conductivity (m/yr)

Contaminated zone b parameter Average annual wind speed (m/sec)

Humidity in air (g/m-3)

Evapotranspiration coefficient Precipitation (m/yr)

Irrigation (m/yr)

Irrigation mode Runoff coefficient 2Watershed area for nearby stream or pond (m*12)

Accuracy for water/soil computations Density of saturated zone (g/cm**3)

Saturated zone total porosity Saturated zone effective porosity Saturated zone field capacity Saturated zone hydraulic conductivity (m/yr)

Saturated zone hydraulic gradient

Saturated zone b parameter Water table drop rate (m/yr)

Well pump intake depth (m below water table)

Model: Nondispersion (ND) or Mass-Balance (MB)

Well pumping rate (m**3/yr)

Number of unsaturated zone strata Unsat. zone 1, thickness Cm)

Unsat. zone 1, soil density (g/cm**31 Unsat. zone 1, total porosity 3Unsat. zone 1, effective porosity Unsat. zone 1, field capacity Unsat. zone 1, soil-specific b parameter Unsat. zone 1, hydraulic conductivity (m/yr)

Distribution coefficients for Ag-108m Contaminated zone (cm* 3/g)

Unsaturated zone 1 (cm *3/g)

Saturated zone (cm**3/g)

Leach rate (/yr) a Solubility constant not used not used not used not used 4.600E+0O 2.100E+OO 1.830E-06 l.510E+00 1.OOOE-03 4.300E-01 5.O00E-02 2.506E+03 9.750E-Ol 2.O00E+OO 8.000E+00 9.500E-01 3.550E-0l 2.000E-0O overhead 4.OOOE-01 1.OOOE+06 1.OOOE-03 1.520E+00 4.000E-01 3.200E-01 8.000E-02 5.500E+03 2.000E-02 4.050E+00 1.000E-03 l.OOOE+0l ND 2.500E+02 I

3.000E+02 2.100E+00 4.200E-01 6.000E-02 3.600E-01 1.140E+01 l.OOOE-03 3O.OOOE+OO 2O.OOOE+00 2 30.000E+00 20.000E+00 2

2

O.OOOE+0O 3l.500E+0O 2

31.OOOE-03 2

1.500E+00 31.00OE-03 2 34.0005E-01 32.OOOE-+l 2 3 1.00013401 3 25.300E+00 3

22.000E+00 38.000E+00 3 25.000E-01 3

2l.OOOE+OO I

22.000E-01 3 overhead 2

32.000E-01 2 1.OOOE+06 3 31.000E-03 3 2

2 1.500E+00 a4.000E-01 3 22.000E-01 3

32.000E-01 3 21.OOOE+02 3

32.000E-02 3

25.300E+00 O 31.OOOE-03 3 1.OOOE+01 3ND 32.500E+02 I 2

2

'1 34.000E+0D 3 3l.500E+DO 3

'4.OOOE-O1 2

32.0005E-01

'2.000E-01 3

'5.300E+OO I 1.OOOE+01 3 2

2 2

2 2 0.000E+00 2

' 0.000.E00 3

'. O.000E+002 3O.OOOE+00 2

3O.OOOE+00 I 2 WI(26) 2 Wl(29) 3 Wl(31) 2 Wl(32) 3 COVERO s DENSCV 2 VCV 3 DENSCZ 2 VCZ TPCZ FCCZ 2 HCCZ BCZ 3 WIND 3 HUMID 2 EVAPTR 2 PRECIP

' RI 2 IDITCH 3 RUNOFF 3 WARZFA EPS DENSAQ 3 TPSZ 2 EPSZ 2 FCSZ 2 HCSZ 2 HGWT 2 BSZ VWT DWIBWT MODEL 3

UW NS

DENSUZ(1)

TPUZM1)

EPUZ(l)

FCUZ(l)

BUZ(l) 2 HCUZ(l)

DCNUCC( 2) 2 DQNUCU( 2,1)

DCNUCS( 2)

ALEACHU 2) 3 SOLUBK( 2) 2.160E+02 1.800E+02 9.OOOE+01 O.OOOE+00 O.OOOE+00

3. 16se-05 not used

l Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-00x-04 I

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 54 IRESRAD, Version 6.21 To Limit - 30 days 12/07/2004 11:12 Page 11 Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Site-Specific Parameter Summary (continued) 0 2

User a

a Used by RESRAD Parameter Menu '

Parameter a

Input 3

Default (If different from user input) '

Name R016 3 R016 3 R016 3

R016 3

R016 3 R016 3 R016 '

R016 '

R016 3

R016 a R016 3

R016 3 R016 '

R016 3 R016 3 R016 3

R016 '

R016 3

R016 3 R016 3

R016 '

R016 3

R016 l

R016 3

R016 '

R016 3

R016 '

R016 3

Distribution coefficients for Am-241 Contaminated zone (cm-3/9)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for C-14 Contaminated zone (cm**3/9)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Cm-243 Contaminated zone (cm-3/g)

Unsaturated zone 1 (cm**3/9)

Saturated zone (cas*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Co-60 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm--3/g)

Saturated zone (cm**3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Cs-134 Contaminated zone (cm--3/g)

Unsaturated zone I (cm-3/g)

Saturated zone (cml*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Cs-137 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm-*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for Eu-152 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cml*3/g)

Saturated zone (cm**3/g)

Leach rate C/yr)

Solubility constant

'1.445E+03

' 8.400E+03

' 1.900E+03

' O.OOOE+00

' 1.100E+01

' 1.OOOE+00 3 5.000E+00

' O.OOOE+00

' 6.761E+03

' 6.000E+03

' 4.000E+03 O.OOOE+00

' O.OOOE+00

' 2.350E+02

' 5.500E+02

' 6.000E+01

' O.OOOE+00

' 4.460E+02 1 1.900E+03

' 2.800E+02

' 0.000E+00

' O.OOOE+00

' 4.460E+02

' 1.900E+03

' 2.800E+02

' O.OOOE+0O

' O.OOOE+O0

' 8.250E+02

'-1.OOOE+00

' O.OOOE+00

' 2.0000E+1 '

' 2.000E+01 '

' 2.000E+O1

' 0.OOOE+0'00

' 0.OOOE+0'00 3

3 3

3 30.000E+003 O.OOOE+0O 3O.OOOE+00 O.OOOE+00 3

'O.OOOE+00

' O.OOOE+OO 3 3

3 3

3 3-1.OOOE+00 3

3-1.000E,00 3 30.OOOE+00 3

30.000E.003 313.OOOE+0 3

'3O.OOOE+OO I

' O.OOOE+00 '

3 1.000E.03 2

' 1.OOOE+03 3

' 0.OOOE+03 3 3 O.OOOE+00 3

3 O.OOOE+

3 2 1.OOOE+03 I

' 1.OOOE+03 3 3 1.OOOE+03 I

' l.OOOE+03 I

' 0.0000E+0

' O.OOOE+00 3

3 3

3

' 1.000E+03

' 1.OOOE+00 I

' O.OOOE+0O 0

3 0.000E+00 3

3

'_l.OOOE+OO 3

_l.OOOE+OO 3

' O.OOOE+0O

' O.OOOE+OO0 4.732E-06 not used 6.197E-04 not used 1.011E-06 not used 2.909E-05 not used 1.533E-05 not used 1.533E-05 not used 8.24 9E+02 8.24 9E+02 8.249E+02 8.2895E-06 not used DCNUCC(

3 DCNUCUt

'DCNUCS(

'ALEACH(

'SOLUBK(

'DCNUCC(

'DCNUCU(

'DCNUCS(

'ALEACH(

'SOLUBK(

'DCNUCC(

' DCNUCU(

'DCNUCS(

' ALEACH(

' SOLUBK(

' DCNUCC(

' DCNUCU(

' DCNUCS(

' ALEACH(

' SOLUBK(

' DCNUCC(

' DCNUCU(

'DCNUCS(

'ALEACH(

'SOLUBK(

' DCNUCC(

' DCNUCU(

' DCNUCS(

' ALEACH(

' SOLUBK(

'DCNUCC(

'DCNUCU(

'DCNUCS(

'ALEACH(

'SOLUBK(

3) 3,1) 3)

3) 3)

5) 5,1) 5)

5) 5)

6) 6,1) 6)

6) 6)

8) 8,1) 8)

8) 8)

9) 9 1) 9)

9) 9)

10) 10,1) 10) 10) 10) 11) 11,1) 11) 11) 11)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 55 I

IRESRAD, Version 6.21 TS Limit -

30 days 12/07/2004 11:12 Page 12 Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Site-Specific Parameter Summary (continued) 0 a

User a

Used by RESRAD

' Parameter Menu '

Parameter Input a

Default (If different from user input) 2 Name R016 'Distribution coefficients for Eu-154 3

3 R016 I Contaminated zone (cm**3/g) 38.250E+02

'-l.OOOE+00 I 8.249E+02 3 DCNUCC(131 R016 l

Unsaturated zone 1 (cm**3/g)

'-l.OOOE+00 '-l.OOOE+00 3 8.249E+02

' DCNUCU(13,I)

R016 '

Saturated zone (c**3/g)

'-1.000E+00 '-1.OOOE+0O 3 8.249E+02

' DCNUCS(13)

R016 '

Leach rate (/yr)

I O.OOOE+00 ' 0.OOOE+OO 3 8.289E-06 3 ALEACH(13)

R016 l

Solubility constant I O.OOOE+00 3 O.OOOE+00 3 not used

' SOLUBK(13)

R016 Distribution coefficients for Eu-155 R016 Contaminated zone (cmn*3/g)

' 8.250E+02 '-1.OOOE+00 '

8.249E+02

' DCNUCC(14)

R016 l

Unsaturated zone 1 (m**3/g)

'-l.OOOE+00 2-l.OOOE+00 8.249E+02

' DCNUCU(14,1)

R016 '

Saturated zone lcm*13/g)

'-1.OOOE+00 '-1.OOOE+00 I 8.249E+02 3 DCNUCS(14)

R016 l

Leach rate (/yr)

' O.OOOE+00 ' 0.000E+00 '

8.289E-06

' ALEACH(14)

R016 Solubility constant

' 0.000E+00 O.OOOE+00 '

not used 3 SOLUBK(14)

R016 ' Distribution coefficients for Fe-55 3

R016 Contaminated zone (cm*13/g) 2.090E+02 ' 1.OOOE+03 '

' DCNUCC(15)

R016 3 Unsaturated zone 1 (cm**3/g)

'1.650E+02 3 1.OOOE+03 3

' DCNUCU(lS,1)

R016 '

Saturated zone (cm'-3/g)

'2.200E+02 3 1.OOOE+03 3

' DCNUCS(15)

R016 I Leach rate (/yr) 3O.OOOE+00

' 0.000E+00 3.271E-05 3 ALEACH(15)

R016 3 Solubility constant 30.000E+00 O.OOOE+00 3 not used

' SOLUBK(15)

R016 'Distribution coefficients for H-3 R016 3 Contaminated zone (cm**3/g)

I 6.000E-02 3 0.000E+00 3 DCNUCC(17)

R016 l

Unsaturated zone 1 (cm*'3/g)

IO.OOOE+00 I O.OOOE+00 '

3 DCNUCU(17,1)

R016 3 Saturated zone (cm**3/g)

I0.000E+00 3 0.000E+00 '

' DCNUCS(17)

R016 3 Leach rate (/yr)

'0.000E+00 3 0.000E+00 7.344E-02

' ALEACH(17)

R016 '

Solubility constant O.OOOE+00 ' 0.000E+00 '

not used

' SOLUBK(17)

R016 Distribution coefficients for Nb-94 3

R016 Contaminated zone (cm**3/g)

'3.800E+02 O.OOOE+00 '

' DCNUCC(18)

R016 3 Unsaturated zone 1 (cma 3/g)

I9.000E+02 O.OOOE+00 I 3 DCNUCU(18,1)

R016 Saturated zone (cm**3/g)

I1.600E+02 O.OOOE+00 '

' DCNUCS(18)

R016 Leach rate (/yr)

'O.OOOE+00

.OOOE+00 1.799E-05

' ALEACH(18)

R016 3 Solubility constant 3O.OOOE+00

' 0.000E+00 not used 3 SOLUBK(18)

R016 Distribution coefficients for Ni-63 R016 Contaminated zone (cm**3/g) 34.240E+02 1.OOOE+03 3

' DCNUCC(19)

R016 Unsaturated zone 1 (cm**3/g) 26.500E+02 I 1.OOOE+03 I 3 DCNUCU(19,I)

R016 3 Saturated zone (cm**3/9) 34.000E+02 3l.OOOE+03 2 3 DCNUC5Sl9)

R016 3 Leach rate (/yr) 3O.OOOE+00 3 O.OOOE+00 2 1.613E-05 3 ALEACH(19)

R016 '

Solubility constant

' O.OOOE+00 ' O.OOOE+00 I not used

' SOLUBK(19)

R016 ' Distribution coefficients for Pu-238 3

R016 Contaminated zone (cml*3/g) 39.530E+02 ' 2.000E+03 3 3 DCNUCC(24)

R016 '

Unsaturated zone I (cm-3/0)

' 5.100E+03 ' 2.000E+03 '

' DCNUCU(24,1)

R016 3 Saturated zone (cm**3/g)

I5.500E+02 ' 2.000E+03 2 DCNUCS(24)

R016 l

Leach rate (/yr)

O.OOOE+00 2 O.OOOE+00 3 7.175E-06 3 ALEACH(24)

R016 '

Solubility constant O.OOOE+00 2 O.OOOE+00 3 not used 3 SOLUBK(24)

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS. Page 56 lRESRAD, Version 6.21 To Limit -

30 days Summary : YR Material to WCS -

steel run 12/07/2004 11:12 Page 13 File: YR to WCS steel.RAD Site-Specific Parameter Summary (continued) 0 3

User 3

Used by RESRAD

' Parameter Menu 3 Parameter Input

' Default

' (If different from user Input) I Name M~ z AMARAAMAA R016 3Distribution coefficients for Pu-239 R016 '

Contaminated zone (cma*3/g)

R016 '

Unsaturated zone 1 (cm'*3/g)

R016 3 Saturated zone (cm-3/g)

R016 3 Leach rate (/yr)

R016 3 Solubility constant R016 Distribution coefficients for Pu-241 R016 '

Contaminated zone (cm**3/g)

R016 2 Unsaturated zone 1 (cm^*3/g)

R016 3 Saturated zone (cm-*3/g)

R016 '

Leach rate (/yr)

R016 '

Solubility constant R016 Distribution coefficients for Sb-125 R016 '

Contaminated zone (cm**3/g)

R016 I Unsaturated zone 1 (cm*3/g)

R016 2 Saturated zone (cm**3/g)

R016 '

Leach rate (/yr)

R016 Solubility constant R016 Distribution coefficients for Sr-90 R016 3 Contaminated zone (cmn*3/g)

R016 3 Unsaturated zone 1 (cml*3/g)

R016 '

Saturated zone (cm-*3/g)

R016 3 Leach rate (/yr)

R016 3 Solubility constant R016 3Distribution coefficients for Tc-99 R016 '

Contaminated zone (cm**3/g)

R016 U

Unsaturated zone 1 (cm**3/g)

R016 Saturated zone (cm**3/g)

R016 Leach rate (/yr)

R016 Solubility constant R016 Distribution coefficients for daughter Ac-227 R016 3 Contaminated zone (cml*3/g)

R016 3 Unsaturated zone 1 (cmn*3/g)

R016 I Saturated zone (cm"3/g)

R016 l

Leach rate (/yr)

R016 3 Solubility constant R016 'Distribution coefficients for daughter Am-243 R016 '

Contaminated zone (cm**3/g)

R016 '

Unsaturated zone 1 (cm*'3/g)

R016 '

Saturated zone (cm**3/g)

R016 3 Leach rate (/yr)

R016 l

Solubility constant 9.530E+02 5.100E+03 5.500E+02 O.OOOE+00 O.OOOE+00 9.530E+02 5.100E+03 5.500E+02 O.OOOE+00 O.OOOE+00 3.800E+02 2.500E+02 4.500E+0O O.OOOE+00 O.OOOE+00 3.200E+01 1.100E+02 1.500E+01 O.OOOE+00 O.OOOE+00 5.100E-01 1.000E+00 1.000E-01 O.OOOE+00 O.OOOE+00 8.250E+02 2.400E+03 4.500E+02 O.OOOE+00 O.OOOE+00 1.445E+03 8.400E+03 1.900E+03 O.OOOE+00 O.OOOE+00 2.000E+03 '

2.OOOE+03 3 2.000E+03 '

O.OOOE+00 O.OOOE+00 3 2.000E+03 '

2.000E+03 3 2.000E+03 3 O.OOOE+00 '

O.OOOE+00 '

0.000E+00 0.000E+003 O.OOOE+OO 3 O.OOOE+00 3 O.OOOE+00 3 O.OOOE+OO1 3.000E+01 '

3.000E+01 '

3.OOOE+0O O.OOOE+00 O.OOOE+00 3 0.000E.003 O.OOOE+00 3 O.OOOE+00 3 O.OOOE+00 2.000E+01 2.000E+01 3 2.000E+01 O.OOOE+00 '

O.OOOE+00 '

2.000E+01 3 2.000E+01 '

2.000E+01 '

O.OOOE+00 O.OOOE+00 3

7. 175E-06 not used 7.175E-06 not used 1.799E-05 not used 2.135E-04 not used 1.259E-02 not used 8.288E-06 not used 4.732E-06 not used

' DCNUCC(25)

' DCNUCU(25,1)

DCNUCS(25)

ALEACH(25)

SOLUBK(25)

DCNUCC(26)

DCNUCU (26, 1) 3 DCNUCS(26)

$ ALEACH(26)

' SOLUBK(26)

DCNUCC(29)

' DCNUCU(29,1)

' DCHUCS(29) 3 ALEACH)(29)

' SOLUBK(29)

' DCNUCC(31)

' DCNUCU(31,l)

' DCNUCS(31)

' ALEACH(31)

' SOLUBK(31)

' DCNUCC(32)

' DCNUCU (32, 1) 3 DCNUCS(32)

J ALEACH(32)

' SOLVBK(32)

' DCNUCC( 1)

DCNUCU( 1.1) 3 DCNUCS( 1) 3 ALEACH(

1) 3 SOLUBK( 1)

' DCNUCC( 4)

' DCNUCU( 4,1)

' DCNUCS( 4)

' ALEACH(

4)

$ SOLUBK(

4)

Project: Yankee Rowe 20.2002 Application

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Calculation No. YA-CALC-00-OOx-04, Page 57 IRESRAD, Version 6.21 Ta Limit -

30 days Summary : YR Material to WCS -

steel run 12/07/2004 11:12 Page 14 File: YR to WCS steel.RAD Site-Specific Parameter Summary (continued) 0 User Used by RESRAD Parameter Menu Parameter Input Default (If different from user input)

Name R016 Distribution coefficients for daughter Gd-152 R016 Contaminated zone (cm *3/g)

R016 Unsaturated zone 1 (cm*i3/g)

R016 Saturated zone (cm*z3/g)

R016 Leach rate (/yr)

R016 Solubility constant R016 Distribution coefficients for daughter Np-237 R016 Contaminated zone Icm-3/g)

R016 Unsaturated zone 1 (cm 3/g)

R016 Saturated zone (cm*3/g)

R016 Leach rate (/yr)

R016 Solubility constant R016 Distribution coefficients for daughter Pa-231 R016 Contaminated zone (cm *3/g)

R016 Unsaturated zone 1 (cm*3/g)

R016 Saturated zone (cm*3/g)

R016 Leach rate (/yr)

RO16 Solubility constant R016 Distribution coefficients for daughter Pb-210 R016 Contaminated zone (cm-3/g)

R016 Unsaturated zone 1 (cm**3/g)

R016 Saturated zone (cm1*3/g)

R016 Leach rate (/yr)

R016 Solubility constant R016 Distribution coefficients for daughter Po-210 R016 Contaminated zone (cm 3/g)

R016 Unsaturated zone 1 (cma 3/g)

R016 Saturated zone (cma 3/g)

R016 Leach rate (/yr)

R016 Solubility constant 3

3 8.250E+02 3-1.000E+00 3-1.000E+00 0.000E+00 0.000E+00

,1.700E+01 35.500E+01 35.000E+00 O.OOOE+00 0.000E+00 33.800E+02 I2.700E+03 35.500E+02 0.000E+00 0.000E+00 32.392E+03 35.500E+02 2.700E+02 30.000E+00 0.000E+00 31.810E+02 33.000E+03 21.500E+02 0.000E+00 0.000E+00

.3.533E+03 39.100E+03 35.000E+02 0.000E+00 30.000E+00 33.800E+01 37.200E+02 31.250E+02 0.OOOE+00 0.000E+00 3

3

-1.000E+00

-1.000E+00 3-1.000E+00 3 0.OOOE+00

' 0.000E+00 3

3 3

3 3-1.000E+00 3-1.000E+00 I I-1.OOOE+003 30.OOOE+00 30.000E+00 3

3 3

3 35.000E+01 35.000E+01 5.000E+01 30.OOOE+00 0.OOOE+00 2 3

3 3

S1.000E+02

1.OOOE+02 3

1.000E+02 0.000E+00 0.000E+00 3

3 3

3 31.000E+01 3 3 1.OOOE+0 1 3 21.000E+01I Il.OOOE+0l I 0.000E+00 70.000E+00 2 3

3 3

3 27.000E+01 37.000E+01 37.000E+01 3 0.000E+00 3 30.000E+00 3 3

3 3

3 3 0.000E+00 3 a0.OOOE+00 3

30.000E+00 0.000E+00 b

0.000E+00 8.249E+02 8.249E+02 8.249E+02 8.289E-06 not used 4.014E-04 not used 1.799E-05 not used 2.859E-06 not used 3.777E-05 not used 1.935E-06 not used 1.798E-04 not used DCTUCC(16) 3 DCNUCU(16,1) 3 DCNUCS(16)

ALEACH(16) 3 SOLUBK(16)

' DCNUCC(20) 3 DCNUCU(20,1) a DCNUCS(20) 3 ALEACH(20)

' SOLUBK(20) 3 DCNUCC(21)

DCNUCU(21,1) 3 DCNUCS(21)

ALEACH(21) s SOLUBK(21)

DCNUCC(22) 3 DCNUCU(22,1)

DCNUCS(22)

ALEACH(22)

SOLUBK(22)

DCNUCC(23) 3 DCNUCU(23,l)

DCNUCS(23) 3 ALEACH(23) 3 SOLUBK(23)

. DCNUCC(28)

' DCNUCU(28,l) 2 DCNUCS(28) 3 ALEACH(28)

' SOLUBK(28)

, DCNUCC(33)

DCNUCU(33,1) 3 DCNUCS(33) 2 ALEACH(33) 2 SOLUBK(33)

R016 3 R016 I R016 3 R016 I R016 3 R016 3 R016 3 R016 R016 3 R016 3 R016 3 R016 3 Distribution coefficients for daughter Ra-226 Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm**3/g)

Saturated zone (cm^*3/g)

Leach rate (/yr)

Solubility constant Distribution coefficients for daughter Te-125m Contaminated zone (cm**3/g)

Unsaturated zone 1 (cm 3/g)

Saturated zone (c**3/g)

Leach rate (/yr)

Solubility constant

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 58 lRESRAD, Version 6.21 Ta Limit -

30 days 12/07/2004 11:12 Page 15 Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Site-Specific Parameter Summary (continued) 0 User Used by RESRAD Parameter Menu Parameter Input Default (If different from user input)

Name R016 Distribution coefficients for daughter Th-229 R016 Contaminated zone (cm**3/g)

P016 Unsaturated zone 1 (cm"3/g)

R016 Saturated zone (cmt*3/g)

R016 Leach rate (/yr)

R016 Solubility constant R016 Distribution coefficients for daughter Th-230 R016 Contaminated zone (cm ^3/g)

R016 Unsaturated zone 1 (cm**3/g)

R016 Saturated zone (cm^^3/g)

R016 Leach rate (/yr)

R016 Solubility constant R016 Distribution coefficients for daughter U-233 R016 Contaminated zone (cm**3/g)

R016 Unsaturated zone 1 (cm**3/g)

R016 Saturated zone (cm*3/g)

R016 Leach rate (/yr)

R016 Solubility constant R016 Distribution coefficients for daughter U-234 R016 Contaminated zone (am**3/g)

R016 Unsaturated zone 1 (cm *3/g)

R016 Saturated zone (cm^n3/g)

R016 Leach rate (/yr)

R016 Solubility constant R016 2Distribution coefficients for daughter U-235 R016 Contaminated zone (cm*3/g)

R016 Unsaturated zone 1 (cm^*3/g)

R016 Saturated zone (cm^^3/g)

R016 Leach rate (/yr)

R016 Solubility constant R017 Inhalation rate (m*^3/yr)

R017 Mass loading for inhalation (g/m**3)

R017 Exposure duration R017 Shielding factor, inhalation R017 Shielding factor, external gamma R017 Fraction of time spent indoors R017 Fraction of time spent outdoors (on site)

R017 Shape factor flag, external gamma 5.884E+03 5.800E+03 3.200E+03 O.OOOE+00 O.OOOE+00 5.884E+03 5.800E+03 3.200E+03 O.OOOE+00 O.OOOE+00 1.260E+02 1.600E+03 3.500E+01 O.OOOE+00 O.OOOE+00 1.260E+02 1.600E+03 3.500E+01 O.OOOE+00 O.OOOE+00 1.260E+02 1.600E+03 3.500E+01 O.OOOE+00 O.OOOE+00 8.400E+03 1.OOOE-04 3.000S+01 4.OOOE-01 7.000E-01 5.OOOE-01 2.500E-01 1.OOOE+00

6. 000E+04 6.000E+04 6.000E+04 O.OOOE+00 O.OOOE+00 6.000E+04 6.OOOE+04 6.000E+04 O.OOOE+00 O.OOOE+00 5.000E+01 5.000E+01 5.000E+01 O.OOOE+00 O.OOOE+00 5.000E+01 5.OOOE+01 5.000E+01 O.OOOE+00 O.OOOE+00 5.000E+01 5.000E+01 5.OOOE+01 O.OOOE+00 O.OOOE+00 8.400E+03 1.OOOE-04 3.000E+01 4.OOOE-01 7.000E-01 5.000E-01 2.500E-01 1.OOOE+00 1.162E-06 not used 1.162E-06 not used 5.425E-05 not used 5.4 256-05 not used 5.425E-05 not used

>0 shows circular AREA~.

DCNUCC(34)

DCNUCU(34,1) 3 DCNUCS(34)

ALEACH(34)

SOLUBK(34) 3 DCNUCC(35)

DCNUCU(35,1)

DCRUCS(35)

ALEACH(35)

SOLUBK(351 DCNUCC(36) 3 DCNUCU(36,1)

DCNUCS(36)

ALEACH(36)

SOLUBK(36)

' DCNUCC(37) 3 DCNUCU(37,1) 3 DCNUCS(37)

ALEACH(37) 3 SOLUBK(37)

DCNUCC(38) 3 DCNUCU(38,1)

DCNUCS(38)

ALEACH(38)

SOLUBK(38)

INHALR MLINH ED SHF3 SHF1 FIND FOTD 2 FS

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-O0-OOx-04 l

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 59 IRESRAD, Version 6.21 TZ Limit 30 days.

Summary : YR Material to WCS -

steel run 12/07/2004 11:12 Page 16 File: YR to WCS steel.RAD Site-Specific Parameter Summary (continued) 0 3

User Used by RESRAD 3Parameter Menu I Parameter Input Default (If different from user input) 3 Name R1o7 R017 RO 17 RO 17 R017 Ro 17 RO 17 R017 R017 R017 R017 R017 R017 R017 R017 R017 RD 17 R017 R017 R017 R017 R017 R017 R017 RD 17 R017 R018 R018 R018 R018 RD18 R018 R018 P018 R018 R018 R018 R018 R018 Role R018 R018 R019 R019 R019 R019 R019 R019 Radii of shape factor array Outer annular radius (m),

Outer annular radius Cm),

Outer annular radius m),

Outer annular radius tm)

Outer annular radius tm),

Outer annular radius Wm),

Outer annular radius Im),

Outer annular radius m),

(used If FS -

-1):

ring 1:

ring 2:

ring 3:

ring 4:

ring 5:

ring 6:

ring 7:

ring 8:

ring 9:

ring 10:

ring 11:

ring 12:

3 3

not used not used not used not used not used not used not used not used not used not used not used not used Fractions of annular areas within AREA:

Ring 1 Ring 2 Ring 3 Ring 4 Ring 5 Ring 6 Ring 7 Ring 8 Ring 9 Ring 10 Ring 11 Ring 12 Fruits, vegetables and grain consumption Ikg/yr)

Leafy vegetable consumption Ckg/yr)

Milk consumption (L/yr)

Meat and poultry consumption (kg/yr)

Fish consumption Ckg/yr)

Other seafood consumption (kg/yr)

Soil ingestion rate lg/yr)

Drinking water intake (L/yr)

Contamination fraction of drinking water Contamination fraction of household water Contamination fraction of livestock water Contamination fraction of irrigation water Contamination fraction of aquatic food Contamination fraction of plant food Contamination fraction of meat Contamination fraction of milk Livestock fodder intake for meat (kg/day)

Livestock fodder intake for milk (kg/day)

Livestock water intake for meat IL/day)

Livestock water intake for milk (L/day)

Livestock soil intake (kg/day)

Mass loading for foliar deposition (g/m^*3) not used not used not used not used not used not used not used not used not used not used not used not used I 1.600E+02 3 1.400E+01 3 9.200E+01 3 6.300E+01 not used not used 3.650E+01

5.100E+02

1.000E+00

1.000E+00

1.OO0E+00

1.000E+00 not used

'-1 6.800E+01 3 5.500E+01 3 5.000E+01 3 1.600E+02 3 5.000E-01 3 1.O00E-04 5.OOE+01 3 3 7.071E+01 3 30.000E+003 O.00E+00 3

'0.000E+00 O.00E+00 3 3 0.000E+00 3 0.000E+00

' 0.000E+00 3 O.O0E+00 O.O0E+00 3 3 0.000E+00 3 3 O.OODE+00 2 3

3 3

3

' 1.000E+00 3 2.732E-01 2 30.000E+003 O.00E+00 3 3 O.00E+00 2

' 0.000E+00 3 O.OOOE+00 3

' 0.000E+00 3 3 0.000E+00 0.OOE+00 0.000E+00

'0.000E+00 3

3 1.600E+02 3 1.400E+01 3 3 9.200E+01 3 3 6.300E+01 3

' 5.400E+00

9.00E-01 3 3 3.650E+01 I 3.5.100E+02 3 1.000E+00

' 1.000E+00 3 1.000E+00 3 1.000E+00 3 5.000E-01 3

'-1 3

3-1 3-1

6.800E+01 3 5.500E+01 3 5.000E+01 3 1.600E+02 3 3 5.000E-01 3 I 1.000E-04 3

'RAD SHAPE( 1)

RAD SHAPEC 2)

RAD SHAPEI 3) 3RAD SHAPE( 4)

RAD SHAPEC 5)

RAD SHAPEC 6)

RAD SHAPEI 7)

RAD SHAPEI 8)

RAD SHAPEI 9)

RAD SHAPEl10)

RAD SHAPE(il)

RAD SHAPEC12)

FRACA( 1) 3FRACAC 2)

FRACAC 3) 3FRACAC 4) 3FRACAC 5)

FRACA( 6)

FRACA( 7) 2FRACA( 8)

FRACAC 9)

FRACAl10) 3FRACAli1) 3FRACA(12)

DIETC1)

DIET(2)

'DIET(3)

DIET(4)

DIETC5)

DIET16)

SOIL DWI FDW FHHW FLW FIRW 3FR9 FPLAJT FMEAT 3FMILK LFI5 LFI6 LWIS LWI6 3LSI MLFD 0.290E-01 0.290E-02 0.290E-02

l Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04 I

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 60 lRESRAD, Version 6.21 Ta Limit -

30 days Summary : YR Material to WCS -

steel run 12/07/2004 11:12 Page 17 File: YR to WCS steel.RAD 0

3 Menu I Site-Specific Parameter Summary (continued) a User 3

Used by RESRAD Parameter Parameter Input

' Default

(

(If different from user input) '

Name R019 3Depth of soil mixing layer (m)

R019 ' Depth of roots (m)

R019 Drinking water fraction from ground water R019 ' Household water fraction from ground water R019 ' Livestock water fraction from ground water R019 Irrigation fraction from ground water R19B W

Wet weight crop yield for Non-Leafy (kg/m*-2)

R19B 3Wet weight crop yield for Leafy (kg/m**2)

R19B 3Wet weight crop yield for Fodder (kg/m*-2J R19B 'Growing Season for Non-Leafy (years)

R19B 'Growing Season for Leafy (years)

R19B 3Growing Season for Fodder (years)

R19B 3Translocation Factor for Non-Leafy R19B 3 Translocation Factor for Leafy R19B 'Translocation Factor for Fodder R19B 3Dry Foliar Interception Fraction for Non-Leafy R19B 'Dry Foliar Interception Fraction for Leafy R19B ' Dry Foliar Interception Fraction for Fodder R19B W

Wet Foliar Interception Fraction for Non-Leafy R19B Wet Foliar Interception Fraction for Leafy R19B 3Wet Foliar Interception Fraction for Fodder R19B 3 Weathering Removal Constant for Vegetation C14 C-12 concentration in water (g/cm**3)

C14 C-12 concentration in contaminated soil (9/g)

C14 Fraction of vegetation carbon from soil C14 Fraction of vegetation carbon from air C14 C-14 evasion layer thickness in soil (m)

C14 C-14 evasion flux rate from soil (1/sec)

C14 C-12 evasion flux rate from soil (1/sec)

C14 Fraction of grain in beef cattle feed C14

' Fraction of grain in milk cow feed C14 DCF correction factor for gaseous forms of C14 STOR Storage times of contaminated foodstuffs (days):

STOR 3 Fruits, non-leafy vegetables, and grain STOR 3 Leafy vegetables STOR 3 Milk STOR 3 Meat and poultry STOR 3 Fish STOR '

Crustacea and mollusks STOR '

Well water STOR I Surface water STOR '

Livestock fodder R021 'Thickness of building foundation (Im)

R021 ' Bulk density of building foundation (g/cml*3)

R021 3Total porosity of the cover material R021 Total porosity of the building foundation R021 ' Volumetric water content of the cover material 1.500E-01 9.000E-01 1.O00E+00 1.OOOE+00 1.OOOE+00 1.OOOE+00 7.000E-01 1.500E+00 1.100E+00 1.700E-01 2.500E-01 8.000E-02 1.000E-01 1.000E+00 1.000E+00 2.500E-01 2.500E-01 2.500E-01 2.500E-01 2.500E-01 2.500E-01 2.000E+01 2.000E-05 3.000E-02 2.000E-02 9.800E-01 3.000E-01 7.000E-07 1.OOOE-10 8.000E-01 2.000E-01 8.894E+01 1.400E+01 1.000E+00 1.000E+00 2.OOOE+01 7.OOOE+00 7.000E+00 1.OOOE+00 1.000E+00 4.500E+01 1.500E-01 2.400E+00 4.000E-01 1.OOOE-01 5.000E-02

' 1.500E-01

'9.000E-01 3

'1.OO0E+00 3

3 1.000E+00 3 3 1.000E+00 3

'1.000E+00 3

3 3

3 7.000E-01 3

'1.500E+00 3 1.100E+00 '

3 1.700E-01 3

'2.500E-01 3

'8.000E-02

'1.O00E-01 '

'1.OOOE+O0

'1.000E+00 3

' 2.500E-01 3 2.500E-01 '

2.500E-01 '

' 2.500E-01 3

'2.500E-01 3 2.500E-01 3 32.000E+01 3 3

'2.000E-05 '

'3.000E-02 '

'2.000E-02 3

39.800E-01 3 33.000E-01 3

'7.000E-07 3

31.000E-10 3 38.000E-01 3

' 2.000E-01 3

'8.894E+O1 3

3 3

1.400E+01

'1.O00E+00 '

31.000E+00 '

32.000E+01 '

37.000E+00 3 37.0000E+0 3 3 1.000E+00 3 31.000E+00 3 34.500E+01 '

1.500E-01 '

2.400E+00 3

4.OOOE-01 3

'1.OO0E-01

5.000E-02 3 DM DROOT FGWDW FGWHH FGWLW FGWIR YV(l)

YV (2)

YV (3)

TE(l)

TE(2)

TE(3)

TIV(1)

TIV(2)

TIV(3)

RDRY (1)

RDRY (2)

RDRY (3)

RWET (1)

RWET(2)

RWET (3)

WLAM C12WTR C12CZ CSOIL CAIR DMC EVSN REVSN AVFG4 AVFG5 C02F STOR T(l)

STORT(2)

STOR T(3)

STOR T(4)

STORT(5)

STOR T (6)

STOR T (7)

STOR T(8)

STORT(9)

FLOOR1 DENSFL TPCV TPFL PH20CV

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 61 lRESRAD, Version 6.21 Tc Limit -

30 days 12/07/2004 11:12 Page 18 Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Site-Specific Parameter Summary (continued) 3 User Used by RESRAD Parameter Menu Parameter Input Default (If different from user input)

Name R021 Volumetric water content of the foundation 3.OOOE-02 3.000E-02 PH20FL R021 Diffusion coefficient for radon gas Cm/sec):

R021 in cover material 2.000E-06 2.0005-06 DIFCV R021 in foundation material 3.000E-07 3.000E-07 DIFFL R021 in contaminated zone soil 2.000E-06 2.000E-06 DIFCZ R021 Radon vertical dimension of mixing (m) 2.000E+00 2.000E+00 HMIX R021 Average building air exchange rate (1/hr) 5.OOOE-01 5.OOOE-01 REXG R021 Height of the building troom) (m) 2.500E+00 2.500E+00 HRM R021 Building interior area factor O.OOOE+00 O.OOOE+00 3code computed (time dependent)

FAI R021 Building depth below ground surface (m) 2-1.OOOE+00 3-1.OOOE+00 code computed (time dependent)

DMFL R021 Emanating power of Rn-222 gas 2 2.500E-01 2.500E-01 I 2 EMANA(1)

R021 Emanating power of Rn-220 gas not used 1.500E-01 EMANA(2)

TITL ' Number of graphical time points 32 NPTS TITL Maximum number of integration points for dose 17 LYMAX TITL Maximum number of integration points for risk 1

KYMAX Ifflifltiflffill llfffliflllillllllffIllffflflfllt~fftllllllflllllltllfllflflfflfflflfllllflflllfffflfflfffffllfflffffffllfllffl 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 suppressed 7 --

drinking water active 8 --

soil ingestion active 9 --

radon active Find peak pathway doses active ffflffffffffff.fffiffl fffffffifffflfffffffffffflff

l Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 62 lRESRAD, Version 6.21 Tg Limit -

30 days Summary : YR Material to WCS -

steel run Contaminated Zone Dimensions AAIA U:AsAsAZA Area:

58.00 square meters Thickness:

2.00 meters Cover Depth:

4.60 meters 12/07/2004 11:12 Page 19 File: YR to WCS steel.RAD Initial Soil Concentrations, pCi/g Ag-108m 1.000E+00 Am-241 1.000E+00 C-14 1.OOOE+00 Cm-243 1.000E+00 Co-60 1.000E+00 Cs-134 1.000E+00 Cs-137 1.000E+00 Eu-152 1.000E+00 Eu-154 1.000E+00 Eu-155 1.000E+00 Fe-55 1.000E+00 H-3 1.000E+00 Nb-94 1.000E+00 Ni-63 1.000E+00 Pu-238 1.000E+00 Pu-239 1.000E+00 Pu-241 1.000E+00 Sb-125 1.000E+00 Sr-90 1.000E+00 Tc-99 1.000E+00 Total Dose TDOSE(t), mrem/yr Basic Radiation Dose Limit -

1.000E+00 mrem/yr Total Mixture Sum M(t) -

Fraction of Basic Dose Limit Received at Time (t) t (years):

0.000E+00 1.000E+00 3.OOOE+00 1.000E+01 3.000E+01 1.000E+02 3.000E+02 1.000E+03 TDOSE(t):

3.507E-16 5.251E-15 6.101E-14 1.595E-12 3.744E-11 1.167E-09 2.217E-08 3.593E-07 M(t):

3.507E-16 5.251E-15 6.101E-14 1.595E-12 3.744E-11 1.167E-09 2.217E-08 3.593E-07 OMaximum TDOSE(t):

3.593E-07 mrem/yr at t -

1.OOOE+03 years

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 63 lRESRAD, Version 6.21 Tv Limit -

30 days 12/07/2004 11:12 Page 36 Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Dose/Source Ratios Summed Over All Pathways Parent and Progeny Principal Radionuclide Contributions Indicated OParent Product Branch DSRIJ,t)

(mrem/yr)/(pci/g)

Mi)

Mj) Fraction' t-O.OOOE+00 1.OOOE+00 3.000O+00 1.00OO

+01 3.OOOE+00 1.OOOE+02 3.000E+02 1.OOOE+03 WAAAAAA AAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAAAA AAAAAAA AAAAAAAAA Ag-108m Ag-108m 1.OOOE+00 1.083E-40 1.077E-40 1.066E-40 1.026E-40 9.199E-41 6.280E-41 2.111E-41 4.652E-43 OAm-241 Am-241 1.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Am-241 Np-237 1.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Am-241 U-233 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Am-241 Th-229 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+0O O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Am-241 aDSR(j)

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OC-14 C-14 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OCm-243 Cm-243 9.976E-01 O.OOOE+00 O.OOOE+00 0.000E+OO O.OOOE+00 O.OOOE400 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Pu-239 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 U-235 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Pa-231 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE00 O.OOOE+00 Cm-243 Ac-227 9.976E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE00 O.OOOE+00 Cm-243 aDSR(j) 0.000E+00 0.000E+00 0.OOOE+00 0.000E+00 0.000E+00 O.OOOE+00 0.000E+00 0.000E+00 OCm-243 Cm-243 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Am-243 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Pu-239 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 U-235 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Cm-243 Pa-231 2.400E-03 O.OOOE+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Cm-243 Ac-227 2.400E-03 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 Cm-243 aDSRIj)

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OCo-60 Co-60 1.000E+00 1.592E-32 1.396E-32 1.073E-32 4.273E-33 3.080E-34 3.096E-38 O.OOOE+00 O.OOOE+00 OCs-134 Cs-134 1.OOOE+00 4.310E-39 3.080E-39 1.572E-39 1.495E-40 1.794E-43 O.OOOE+00 O.OOOE+00 O.OOOE+00 OCs-137 Cs-137 l.OOOE+00 2.620E-40 2.560E-40 2.444E-40 2.080E-40 1.311E-40 2.605E-41 2.578E-43 O0OOOE+00 OEu-152 Eu-152 7.208E-01 1.546E-35 1.467E-35 1.322E-35 9.191E-36 3.250E-36 8.548E-38 2.615E-42 0.000E+00 OEu-152 Eu-152 2.792E-01 5.987E-36 5.684E-36 5.122E-36 3.560E-36 1.259E-36 3.311E-38 1.013E-42 O.OOOE+00 Eu-152 Gd-152 2.792E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Eu-152 aDSR(j) 5.987E-36 5.684E-36 5.122E-36 3.560E-36 1.259E-36 3.311E-38 1.013E-42 O.OOOE+00 OEu-154 Eu-154 1.000E+00 1.572E-34 1.453E-34 1.241E-34 7.154E-35 1.481E-35 5.981E-38 8.408E-45 O.OOOE+00 OEu-155 Eu-155 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OFe-55 Fe-55 1.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OH-3 H-3 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 2.786E-33 ONb-94 Nb-94 1.OOOE+00 3.585E-38 3.585E-38 3.585E-38 3.584E-38 3.583E-38 3.579E-38 3.567E-38 3.524E-38

Project: Yankee Rowe 20.2002 Application Calculation No. YA-CALC-O0-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS, Page 64 lRESRAD, Version 6.21 tS Limit -

30 days 12/07/2004 11:12 Page 37 Summary : YR Material to WCS -

steel run File: YR to WCS steel.RAD Dose/Source Ratios Summed Over All Pathways Parent and Progeny Principal Radionuclide Contributions Indicated OParent Product Branch DSR(J t) (mrem/yr)/(pCi/g)

Ci)

(M Fraction-t- O.OOOE+00 l.OOOE+00 3.OOOE+00 1.OOOE+0l 3.OOOE+O1 l.OOOE+02 3.OOOE+02 l.OOOE+03 AAAAUUUA AAAAAAA AA3tAAAAAA AAAAAAAAA AAAAAAAAA AAAXAJAAA AAAAAAAAA AAAAAAAA AAAAAAAU A AAAJAAAAAA AAAAAAAA Ni-63 Ni-63 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OPu-238 Pu-238 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 U-234 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 Th-230 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 Ra-226 1.OOOE+00 3.507E-16 5.251E-15 6.101E-14 1.595E-12 3.744E-11 1.167E-09 2.217E-08 3.593E-07 Pu-238 Pb-210 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 Po-210 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-238 aDSR(j) 3.507E-16 5.251E-15 6.101E-14 1.595E-12 3.744E-11 1.167E-09 2.217E-08 3.593E-07 OPu-239 Pu-239 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-239 U-235 l.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+OO O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-239 Pa-231 l.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-239 Ac-227 l.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-239 ADSR(j)

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OPu-241 Pu-241 l.OOOE+00 O.OOOE+00 O.OOOE+00 0.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Am-241 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Np-237 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 U-233 l.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Th-229 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 ADSR(j) 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OPu-241 Pu-241 2.450E-05 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.OOOE+00 Pu-241 Np-237 2.450E-05 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 U-233 2.450E-05 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 Th-229 2.450E-05 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Pu-241 aDSR(J) 0.000E+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 OSb-125 Sb-125 7.720E-01 1.037E-42 8.085E-43 4.905E-43 8.548E-44 O.OOOE+00 O.OOOE+00 O.OOOE+00 0.000E+00 OSb-125 Sb-125 2.280E-01 3.069E-43 2.396E-43 1.457E-43 2.522E-44 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Sb-125 Te-125m 2.280E-01 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 Sb-125 aDSR(j) 3.069E-43 2.396E-43 1.457E-43 2.522E-44 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OSr-90 Sr-90 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 OTc-99 Tc-99 1.OOOE+00 O.OOOE+00 O.OOOE+OO O.OOOE+OO O.OOOE+00 0.000E+00 O.OOOE+OO O.OOOE+00 O.OOOE+00 Iffiff! fII!

f ff f fIflf+/-f+/-f f fffIfif ffff+/-

ffIf f tf+/-fIff f fif!f!f!f fIfIfIfff ffIffifff

Branch Fraction is the cumulative factor for the j't principal radionuclide daughter: CUMBRF(J) -

BRF(1)BRF(2)-...

BRF(j).

The DSR includes contributions from associated (half-life 6 30 days) daughters.

ML043630467

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