ML043630467

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)

Text

Docket No. 50-29 BYR 2004-136 Attachment 3 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 /fae Az/2 Y, Sectlons: A-E, Attachment 2 Date: 12-22-04 Reviewer. A LLc, ck-KS W0ection:

-.-- , Date:

-L Reviewer Section: Date:

Approver (Cognizant Maneger):Gl I hed jy\

man Date: t9 c1-/b41 DOM FORM 1.5-1A Page 1

12/22/2004 21: 8a 5088241161 STAPLES 259 PAGE 02 12/22/2B4 21:a 5888241181 STAPLES 259 PAGE 82 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 Insoil, 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 DCM FORM 1.5-1A Page 1 I

i i

I I.

I

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 Calculation No. YA-CALC-00-004-04

Subject:

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

Inthis scenario, it isassumed 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 inthe 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, Attachment 1.1). 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 Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete, and Steel Debris at WCS 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 Attachment 1, 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 Attachment 1, 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 Attachment 1, 1.2 Waste: Concrete YR media type concrete/gravel Ref. 7 Weight 3.48E+07 lb Attachment 1, 1.2 and 1.3 Waste: Steel WCS soil type sand Ref. 2 Weight: 2E+06 lb Attachment 1, 1.2

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: 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 Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Attachment 1 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 Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Attachment 2, 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 Attachment 2, 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) 3

• 1X1006 (cm3 /M 3 )

density(gm /cm )

• 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 Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Attachment 3, Page 1 Attachment 3 RESRA D 6.21- Input Parameters for Soil Analysis Scenario: Resident Farmer

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 3, Page 2 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 Attachment 3, 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 Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Attachment 3, 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 Iswithin 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 iscalculated by RESRAD.

bValue Istaken 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 Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Attachment 4, Page 1 Attachment 4 RESRA D 6.21- Input Parameters for Concrete Analysis Scenario: Resident Farmer

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 4, 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 ii~mnaed,;,

MfCo 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 Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Attachment 4, 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 38 b 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-

"n -A it, i 1 ,- -

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 Calculation No. YA-CALC-00-004-04

Subject:

RESRAD 6.21 Analysis for Soil. Concrete and Steel Debris at WCS Attachment 4, 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 Calculation No. YA-CALC-00-004-04 Ri Hict: RFSRAD 6 91 Analvsiq for Snil Connrerte annd Steel Dehris at WCS 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.

bValue 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. 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 Darols and Alice Carson, November 11, 2004.

8. Attachment 1, Reference 1.3, Email from Marty Ericson to Alice Carson, December 15, 2004.

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 Attachment 5, Page 1 Attachment 5 RESRA D 6.21- Input Parameters for Steel Analysis Scenario: Resident Farmer

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 Attachment 5, 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 1a Eu-154 825 1 1a 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 t

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

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 Attachment 5, 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 2

Area of contaminated zone (i )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 n <iT§' '. , AZ4o 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 Calculation No. YA-CALC-00-OOx-04

Subject:

RESRAD 6.21 Analysis for Soil, Concrete and Steel Debris at WCS Attachment 5, Page 4 q

I 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'-ttmvF>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 Attachment 6. Page 1 Attachment 6 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 Attachment 6, 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 Attachment 6. Page 3 lRESRAD, Version 6.21 Te Limit - 30 days 12/08/2004 08:53 Page 2 Summary : YR Material to WCS - soil run File: YR to WCS soil.RAD Dose Conversion Factor (and Related) Parameter Summary File: FGR 13 Morbidity 0 3 Current Parameter Menu Parameter Value Default Name ULA-AAAA:

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

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

B-1i Ag-108m+D 2.830E-04 2.830E-04 DCF2( 2)

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

B-1 3 Am-243+D 34.400E-01 4.400E-01 DCF2( 4)

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

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

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

B-1i Cs-134 4.630E-05 4.630E-05 3DCF2( 9)

B-1 ' Cs-137+D 3.190E-05 3.190E-05 2DCF2(10)

B-1i Eu-152 I2.210E-04 2.210E-04 DCF2(11)

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

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

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

B-1i Gd-152 32.430E-01 2.430E-01 DCF2(16)

B-1i H-3 6.400E-08 6.400E-08 DCF2(17)

B-1 3 Nb-94 34.140E-04 34.140E-04 DCF2(18)

B-1 3 Ni-63 $6.290E-06 6.290E-06 DCF2(19)

B-1 3 Np-237+D 35.400E-01 35.400E-01 DCF2(20)

B-1 3 Pa-231 31.280E+00 1.280E+00 2DCF2(21)

B-1 3 Pb-210+D 1.380E-02 1.380E-02 DCF2(22)

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

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

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

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

B-1 Ra-226+D I8.600E-03 8.600E-03 DCF2(28)

B-1 3 Sb-125 31.220E-05 1.220E-05 DCF2(29)

B-1 I Sr-90+D 1.310E-03 1.310E-03 DCF2(31)

B-1i Tc-99 b8.330E-06 8.330E-06 DCF2(32)

B-i Te-125m 7.290E-06 7.290E-06 3DCF2(33)

B-1 Th-229+D I2.160E+00 2.160E+00 DCF2(34)

B-1 3 Th-230 33.260E-01 I3.260E-01 DCF2(35)

B-1 3 U-233 31.350E-01 1.350E-01 DCF2(36)

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

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

D-1 3 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 Am-241 3.640E-03 3.640E-03 DCF3( 3)

D-1 Am-243+D 33.630E-03 3.630E-03 DCF3( 4)

D-1 C-14 2.090E-06 2.090E-06 DCF3( 5)

D-1 Qn-243 2.510E-03 2.510E-03 DCF3( 6)

D-1 Co-60 2.690E-05 2.690E-05 DCF3( 8)

D-1 3 Cs-134 7.330E-05 7.330E-05 DCF3( 9)

D-1 Cs-137+D 5.000E-05 5.000E-05 DCF3(10)

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

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

D-1 ' Eu-155 31.530E-06 31.530E-06 DCF3(14)

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

D-1 I Gd-152 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 Attachment 6, 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 Attachment 6, 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 *Cs-134 plant/soil concentration ratio, dimensionless 4.000E-02 4.000E-02 3RTF( 9,1)

D-34

• Cs-134 beef/livestock-intake ratio, (pCi/kg)/(pCi/dJ 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 RTF(. 9,3)

D-34 3 s13+

D-34 plant/soil concentration ratio, dimensionless 4.000E-02 4.OOOE-02 RTFUlO,l1)

• Cs-137+D D-34 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3.000E-02 3.000E-02 3RTF (10,2)

• Cs-137.0 D-34 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 8.000E-03 8.000E-03 RTF(10,3)

D-34 *Cu-1372 D-34 :Eu-152 plant/soil concentration ratio, dimensionless 2.500E-03 2.500E-03 RTF(11, 1)

D-34 3Eu-152 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2.000E-03 2.000E-03 RTF(11,2)

D-34 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 2.000E-05 2.OOOE-05 RTF(11,3)

D-34 2Eu-152 D-34 :Eu-154 plant/soil concentration ratio, dimensionless 2.500E-03 2.500E-03 'RTF (13, 1)

D-34 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2.000E-03 2.000E-03 RTF(13,2) 3 Eu-154 D-34 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-05 2.OOOE-05 RTF~(13,3)

D-34 D-34 *Eu-155 plant/soil concentration ratio, dimensionless 2.500E-03 2.500E-03 RTF(14, 1)

D-34 *Eu-155 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2.000E-03 2.000E-03 3RTF(14,2)

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 1.OOOE-03 1.OOOE-03 RTF(15,1)

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) 3.000E-04 3.OOOE-04 *RTF(15,3)

D-34 D-34 Gd-152 plant/soil concentration ratio, dimensionless 2.500E-03 2.500E-03 RTF(16, 1)

D-34 3Gd-152 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 2.000E-03 2.OOOE-03 RTF(16,2)

D-34 3Gd-152 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-05 2.000E-05 RTF(16,3)

D-34 D-34 'M-3 plant/soil concentration ratio, dimensionless 3 4.800E+00 4.800E500 RTF (17, 1)

D-34 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 1.200E-02 1.200E-02 3 RTF(17,2)

• H-3 D-34 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 1.OOOE-02 1.000E-02 3RTF(17,3)

D-34 *b-34 D-34 plant/soil concentration ratio, dimensionless 1.OOOE-02 1.OOOE-02 RTF (18, 1)

Nb-94 D-34 Nb-94 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3.000E-07 ' 3.000E-07 RTF(18,2)

D-34 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-06 2.000E-06 3RTF(18,3)

D-34 D-34 3Ni-63 plant/soil concentration ratio, dimensionless 5.000E-02 5.000E-02 RTF (I9,l2)

D-34 3Ni-63 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 5.OOOE-03 5.000E-03 3 RTF(19,2)

D-34 3Ni-63 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-02 2.000E-02 RTF(19,3)

D-34 Np23+

D-34 I2Np-237+D plant/soil concentration ratio, dimensionless 2.000E-02 2.000E-02 3 RTF (20,l1)

D-34 I Np-237+D beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 1.000E-03 1.000E-03 RTF (20, 2)

D-34 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 5.000E-06 '5.OOOE-06 aRTF( 20, 3)

D-34 s 5.000E-02 D-34 13Pa-231 plant/soil concentration ratio, dimensionless 1.OOOE-02 I .OOOE-02 RTF (21,l1)

D-34I 3 Pa-231 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 5.000E-03 3 5.OOOE-03 3 RTF(21,2)

D-34 I Pa-231 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 5.000E-06 3 5.OOOE-06 3RTF(21,3)

D-34 b-10+0 D-34 i Pb-210+D plant/soil concentration ratio, dimensionless 1.OOOE-02 1.OOOE-02 RTF(22, 1)

D-34 J Pb-210.0 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 8.000E-04 3 8.000E-04 RTF(22,2)

D-34 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3.000E-04 3 3.000E-04 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 Attachment 6, 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 '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 Attachment 6. 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 ' CCurrent 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 Cm-243 , fish a 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- 32 Cs-134 fish 3 2.OOOE+03 3 2.000E+03 2 BIOFAC( 9,1)

D- 32 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-5 - 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 Attachment 6, 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 237 D-5 Np- +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 Attachment 6, 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 Attachment 6, 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 aI --- 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 Attachment 6, 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 Attachment 6, Page 12 IRESRAD, Version 6.21 Tg Limit - 30 days 12/08/2004 08:53 Page 11 Summary : YR Material to WCS - soil run 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 3 3 R016 3 Distribution coefficients for Am-241 R016 3 Contaminated zone (cm**3/g) 1.445E+03 2.000E+01 ' DCNUCC1 3)

R016 ' Unsaturated zone 1 Ccm**3/g) '8.400E+03 2 OOOE+01 'DCNUCU( 3,1)

R016 3 Saturated zone (cm**3/g) 1.900E+03 ' 2.000E+01 'DCNUCS( 3)

R016 ' Leach rate (/yr) O.OOOE+00 0.OOOE+00 4.732E-06 'ALEACH( 3)

R016 3 Solubility constant ' O.OOOE+00 O.OOOE+00 ' not used 'SOLUBK( 3) 3 3 3 3 R016' Distribution coefficients for C-14 R016 3 Contaminated zone (cm-3/g) 3 1.100E+Ol 0.OOOE+00 ' 'DCNUCC( 5)

R016 ' Unsaturated zone 1 (cm**3/g) '3l.OOOE+OO ' O.OOOE+00 ' DCNUCU( 5,1)

R016 3 Saturated zone (cm**3/g) 5.000E+00 0 .OOOE+00 ' 'DCNUCS( 5)

R016 a Leach rate (/yr) ' O.OOOE+00 6.197E-04 'ALEACH( 5)

R016 3 Solubility constant 'O.OOOE+OO 0 .OOOE+00 ' not used 'SOLUBK( 5) 3 3 3 3 R016 ' Distribution coefficients for Cm-243 R016 3 Contaminated zone (cm**3/g) '6.761E+03 3-1.OOOE+00 3 'DCNUCC( 6)

R016 3 Unsaturated zone 1 (cm**3/g) '6.000E+03 '-1.OOOE+00 ' 'DCNUCU( 6,1)

R016 ' Saturated zone (cmr*3/g) '4.000E+03 '-l.000E+00 'DCNUCS( 6)

R016 ' Leach rate (/yr) 'O.OOOE+00 O.OOOE+00 3 1.011E-06 ' ALEACH( 6)

R016 Solubility constant 'O.OOOE+00 O.OOOE+00 3 not used 'SOLUBK( 6) 3 3 3 3 R016 ' Distribution coefficients for Co-60 R016 3 Contaminated zone (cm*3/g) '2.350E+02 31.000E+03 3 'DCNUCC( 8)

R016 3 Unsaturated zone 1 (cm**3/g) '5.500E+02 31.OOOE+03 3 ' DCNUCU( 8,1)

R016 3 Saturated zone (cm**3/g) '6.000E+01 1.OOOE+03 3 'DCNUCS( 8)

R016 3 Leach rate (/yr) O.OOOE+00 O.OOOE+00 3 2.909E-05 3ALEACH( 8)

R016 3 Solubility constant 'O.OOOE+00 not used 'SOLUBK( 8) 3 3 Distribution coefficients for Cs-134 3 3 R016 R016 3 Contaminated zone (cm**3/g) '4.460E+02 '31.000E+03 l.OOOE+03' 'DCNUCC( 9)

R016 3 Unsaturated zone 1 (cm**3/g) '1.900E+03 ' 1.OOOE+03 ' DCNUCUs 9,1)

R016 3 Saturated zone (cmr*3/g) '2.800E+02 ' l.OOOE+03 2DCNUCS( 9)

R016 3 Leach rate (/yr) O.OOOE+00 O.OOOE+00 I 1.533E-05 'ALEACH( 9)

R016 3 Solubility constant O.OOOE+00 not used ' SOLUBK( 9)

I 3.OOOE+OO 3 3 R016 ' Distribution coefficients for Cs-137 R016 '

Contaminated zone (cm-*3/g) '4.460E+02 31.OOOE+03 ' 'DCNUCC(10)

P016 ' '1.900E+03 21.OOOE+03 'DCNUCU(10,1)

R016 3 Unsaturated zone 1 (ca**3/g) 2 R016 3 Saturated zone (cm**3/g) '2.800E+02 21.OOOE+03 ' 'DCNUCS(10)

R016 3 Leach rate (/yr) O.OOOE+00 3O.OOOE+00 ' 1.533E-05 3ALEACH(10)

R016 ' Solubility constant ' O.OOOE+00 '0O.OOOE+ 003 not used 'SOLUBK(10) 3 3 3 3 R016 ' Distribution coefficients for Eu-152 R016 ' Contaminated zone (cml*3/g) '8.250E+02 '-1.OOOE+00 ' 8.249E+02 'DCNUCC(11)

R016 Unsaturated zone 1 (cm**3/g) '-1.OOOE+00 '-1.OOOE+ 003 8.249E+02 'DCNUCU(11,1)

R016 3 Saturated zone (cm*3/g) '-1 .OOOE+00 '-1.OOOE+00 I 8.249E+02 ' DCNUCS(1l)

R016 3 Leach rate (/yr) ' O.OOOE+00 3 0.000E+003 8.289E-06 ALEACH(11)

R016 3 Solubility constant 3 O.OOOE+00 '0.000E+00' not used '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 Attachment 6. Page 13 lRESRAD, Version 6.21 Ta Limit - 30 days 12/08/2004 08:53 Page 12 Summary : YR Material to WCS - soil run 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 Distribution coefficients for Eu-154 3

R016 3 Contaminated zone (cman3/g) ' 8.250E+02 -l.OOOE+00 8.249E+02 DCNUCC(13)

R016 a Unsaturated zone 1 (cm*3/g) '-l.OOOE+00 :-l.OOOE+00 8.249E+02 ' DCNUCU(13,l)

R016 3 Saturated zone (cm-3/g) '-1.OOOE+00 '-l.OOOE+00 8.249E+02 ' DCNCS(13)

R016 3 Leach rate (/yr) 0.OOOE+00 0.OOOE+00 8.289E-06 ' ALEACH(13)

R016 3 Solubility constant 0.OOOE+00 ' 0.OOOE+00 not used ' SOLUBK(13)

R016 ' Distribution coefficients for Eu-155 R016 3 Contaminated zone (cm-*3/9) '_8.250E+02 :-I.OOOE+00 8.249E+02 DCNUCC(14)

R016 3 Unsaturated zone 1 (cm**3/g) '-l.OOOE+00 '-1.OOOE+00 8.249E+02 ' DCNUCU(14,1)

R016 ' Saturated zone (cm*13/g) '-l.OOOE+00 '-l.OOOE+00 8.249E+02 ' DCNUCS(14)

R016 3 Leach rate (/yr) ' O.OOOE+00 0.OOOE+00 8.289E-06 ' ALEACH(14)

R016 ' Solubility constant ' O.OOOE+00 0.OOOE+00 not used ' SOLUBK(14)

R016 ' Distribution coefficients for Fe-55 R016 3 Contaminated zone (cm-*3/g) ' 2.090E+02' l.OOOE+03' ' DCNUCC(15)

R016 3 Unsaturated zone 1 (cmr*3/g) ' 1.650E+02 1.OOOE+03' ' DCNUCU(15,1)

R016 3 Saturated zone (cm"3/g) ' 2.200E+02 1.OOOE+03' ' DCNUCS(15)

R016 3 Leach rate (/yr) ' O.OOOE+00 O.OOOE+00 3.27lE-05 ' ALEACH(15)

R016 3 Solubility constant 0.OOOE+00 3 0.OOOE+00 2 not used ' SOLUBK(15)

R016 Distribution coefficients for H-3 R016 Contaminated zone (cm *3/g) *6:OOOE-023 0.OOOE.003 ' DCNUCC(17)

R016 3 Unsaturated zone 1 1(cm'*3/g) ' O.OOOE+00' O.OOOE+00' ' DCNUCU(17,1)

R016 3 Saturated zone (cm *3/g) ' 0.000E-002 O.OOOE+00O ' DCt4UCS(17)

R016 ' Leach rate (/yr) ' O.OOOE+00' O.OOOE+00O 7.344E-02 ' ALEACH(17)

R016 3 Solubility constant ' O.OOOE+00 '.0.OOOE+00 ' not used ' SOLUBK(17) 3 3 3 R016 ' Distribution coefficients for Nb-94 R016 Contaminated zone (cm**3/gl ' 3.800E+02' O.OOOE+00O ' DCNUCC(18)

R016 3 Unsaturated zone 1 (cm*'3/g) ' 9.OOOE+02' O.OOOE+00' ' DCNUCU(18,1)

R016 3 Saturated zone (cm'*3/g) ' 1.600E+02 ' O.OOOE+00O ' DCNUCS(18)

R016 3 Leach rate (/yr) ' 0.OOOE.00' O.OOOE+00O 1.799E-05 ' ALEACH(18)

R016 3 Solubility constant ' 0.OOOE+00' O.OOOE+00' not used SOLUBK(18) 3 3 3 R016 ' Distribution coefficients for Ni-63 R016 ' Contaminated zone (cma*3/g) ' 4.240E+02 1.OOOE+03 ' DCNUCC(19)

R016 ' Unsaturated zone 1 (cm**3/g) ' 6.500E+02 '.OOOE+03 ' DCNUCU(19,1)

R016 3 Saturated zone (cm**3/g) ' 4.OOOE+023 1.OOOE+03' ' DCNUCS(l9)

R016 3 Leach rate (/yr) 30.OOOE+003 0.OOOE+00 3 1.613E-05 ' ALEACH(19)

R016 3 Solubility constant 0.OOOE+003' .OOOE+003 not used ' SOLUBKC19)

R016 ' Distribution coefficients for Pu-238 R016 3 Contaminated zone (cm'*3/g) ' 9.530E+02 2.OOOE+03 ' DCNUCC(24)

R016 3 Unsaturated zone 1 (cm3/g) 35.100E+032 2.OOOE+033 ' DCNUCUC24,1)

R016 ' Saturated zone (cmn*3/g) ' 5.500E+02 2.OOOE+03' ' DCNUCS(24)

R016 ' Leach rate (/yr) ' O.OOOE+00' O.OOOE+00 ' 7.175E-06 ' ALEACH(24)

R016 3 Solubility constant ' O.OOOE+00 0.OOOE+00' not used 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 Attachment 6, Page 14 lRESRAD, Version 6.21 TS Limit - 30 days 12/08/2004 08:53 Page 13 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 Parameter Input Default (If different from user input) Name R016 D3 cffi,.-.s

-stribution for D...3g 3' ' '

R016 3 Contaminated zone (cmn3fg) 9.530E+02 ' 2.000E+03 DCNUCC(25)

R016 3 Unsaturated zone 1 (cm**3/g) I5.100E+03 3 2.000E+03 DCNUCU(25, 1)

R016 3 Saturated zone (cm**3/g) 5.500E+02 2.000E+03 3DCNUCS(25)

R016 3 Leach rate (/yr) 0.000E+00 3 0.000E+00 7.175E-06 ALEACH(25)

R016 3 Solubility constant 0.000E+00 0 .000E+00 not used 3SOLUBK(25) 3 3 R016 Distribution coefficients for Pu-241 3 3 R016 3 Contaminated zone (cma*3/g) 9.530E+02 2.000E+03 DCNUCC(26)

R016 3 Unsaturated zone 1 (cm*13/g) 5.100E+03 2.000E+03 ___ DCNUCU(26, 1)

R016 Saturated zone (cm**3/g) 5.500E+02 3 2.000E+03 DCNUCS(26)

R016 Leach rate (/yr) 0.000E+00 0.OOOE+00 7.175E-06 ALEACH(26)

R016 Solubility constant 0.000E+00 ' 0.000E+00 not used 3SOLUBK(26) 3 3 3 R016 Distribution coefficients for Sb-125 3 3 R016 Contaminated zone (cm**3/g) 3.800E+02 0.000E+00 3DCNUCC(29)

R016 Unsaturated zone 1 (cm**3/g) 2.500E+02 0.000E+00 3DCNUCU(29,1)

R016 3 Saturated zone (cm**3/g) 4.500E+01 0.000E+00 3DCNUCS(29)

R016 Leach rate (/yr) O.000E+00 0.000E+00 1.799E-05 3ALEACH(29)

R016 Solubility constant 0.000E+00 2 0.OOOE+00 not used 3SOLUBK(29) 3 3 R016 Distribution coefficients for Sr-90 3 3 R016 3 Contaminated zone (cm*^3/g) 3.200E+01 3.000E+01 DCNUCC(31)

R016 3 Unsaturated zone 1 (cm**3/g) 1.100E+02 3.000E+01 DCNUCU(31,1)

R016 3 Saturated zone (cmn*3/g) 1.500E+01 3.000E+01 DCNUCS(31)

R016 3 Leach rate (/yr) 0.000E+00 0.000E+00 2.135E-04 3ALEACH(31)

R016 3 Solubility constant 0.000E+00 0.000E+00 not used SOLUBK(31) 3 3 R016 Distribution coefficients for Tc-99 R016 3 Contaminated zone (cma*3/g) 5.100E-01 0.000E+00 DCNUCC(32)

R016 Unsaturated zone 1 (can*3/g) 1.OOOE+00 0.000E+00 ___

DCNUCU(32,1) 3 R016 3 Saturated zone (cm* 3/g) 31.OOOE-01 0.000E+00 DCNUCS(32)

R016 3 Leach rate (/yr) 0.000E+00 0.000E+00 1.259E-02 ALEACH(32)

R0163 Solubility constant 0.000E+00 O.000E+00 not used SOLUBK(32) 3 3 a 3 R016 Distribution coefficients for daughter Ac-227 R016 Contaminated zone (cm*-3/g) 8.250E+02 2.000E+01 DCNUCC( 1)

R016 Unsaturated zone 1 (cmr*3/g) 2.400E+03 2.000E+01 3DCNUCU( 1,1)

R016 3 Saturated zone (cm**3/g) 34.500E+02 2.000E+01 2DCNUCS( 1)

R016 3 Leach rate (/yr) 0.000E+00 30.OOOE+00 8.288E-06 3ALEACH( 1)

R016 3 Solubility constant 0.000E+00 0.000E+00 not used SOLUBK( 1)

R*016 Distribution coefficients for daughter Am-243 R016 Contaminated zone (cm**3/g) 1.445E+03 2.000E+01 DCNUCC( 4) 3 R016 3 Unsaturated zone 1 (cm *3/g) 8.400E+03 2.000E+01 DCNUCU( 4,1)

R016I R016 3 Saturated zone (cm**3/g) 1.900E+03 2.000E+01 DCNUCS( 4)

R016 3 Leach rate (/yr) 0.OOOE+00 0.000E+00 4.732E-06 3ALEACH( 4)

R016 3 Solubility constant 0.000E+00 0.000E+00 not used SOLUBK( 4)

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 Attachment 6, Page 15 lRESRAD, Version 6.21 Tv Limit - 30 days 12/08/2004 08:53 Page 14 Summary : YR Material to WCS - soil run 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 Distribution coefficients for daughter Gd-152 2 2 3 R016 2 Contaminated zone (cm 3/g) 3 8.250E+02 '-1.OOOE+00 3 8.249E+02 3 DCNUCC(16) 3 R016 2 Unsaturated zone 1 (cm**3/g) -l.OOOE+00 3-1.OOOE+00 2 8.249E+02 DCNUCU(16,1) 3 R016 3 Saturated zone (cm*3/g) -1.OOOE+00 2-1.000E+00 3 8.249E+02 DCNUCS(16)

R016 3 Leach rate (/yr) 3O.OOOE+O0 2 0.000E+00 3 8.289E-06 s ALEACH(16)

R016 2 Solubility constant 3 O.OOOE+00 2 0.000E+00 3 not used SOLUBK(16)

R016 Distribution coefficients for daughter Np-237 R016 2 Contaminated zone (cm**3/g) 1.700E+01 '-l.OOOE+00 DCNUCC(20)

R016 3 Unsaturated zone 1 (cmn3/g) 5.500E+01 3-1.0005+00 I DCNUCU(20,1)

R016 3 Saturated zone (cm**3/g) 5.000E+00 '-1.0005+00I DCNUCS(20)

R016 3 Leach rate (/yr) 0.000E+00 IO.OOOE+00 I 4.014E-04 ALEACH(20)

R016 3 Solubility constant O.OOOE+00 2O.OOOE+000 not used SOLUBK(20)

RO 16 Distribution coefficients for daughter Pa-231 R016 Contaminated zone (cm*^3/g) 3.800E+02 2 5.0005.01 2 2 DCNUCC(21)

R016 Unsaturated zone 1 (cm^3/g) 2.700E+03 *5.OOOE+013 DCNUCU(21,l)

R016 2 Saturated zone (cm*^3/g) 35.500E+02 -5.OOOE+001 DCNUCS(21)

R016 Leach rate (/yr) O.OOOE+00 Il.OOOE+00 2 1.799E-05 ALSACH(21)

R016 Solubility constant 3O.OOOE+00 O.OOOE00 I not used 3 SOLUBK(21)

R016 2 Distribution coefficients for daughter Pb-210 R016 3 Contaminated zone (cm**3/g) 2.392E+03

• 1.000E+02 2 2 DCNUCC(22)

R016 3 Unsaturated zone 1 (cm^^3/g) 5.500E+02 *1.OOOE+02 2 s DCNUCU(22,1)

R016 Saturated zone (cm**3/g) 2.700E+02 *1.000E+02 3 2 DCNUCS(22)

R016 l Leach rate (/yr) O.OOOE00 50.000E+00 3 2.859E-06 2 ALEACH(22)

R016 2 Solubility constant 3O.OOOE+00 '*O.000E+OO 3 not used 2 SOLUBK(22) 2 3 R016 2 Distribution coefficients for daughter Po-210 2 2 R016 a Contaminated zone (cm^*3/g) 1.810E+02 3 1.000E+01 2 DCNUCC(23)

R016 3 Unsaturated zone 1 (cm^^3/g) 33.000E+03 31.000E+01 2 DCNUCU(23,1)

R016 3 Saturated zone (cm**3/g) 31.500E+02 2 1.0005+01 I 3 DCNUCS(23)

R016 3 Leach rate (/yr) 3O.OOOE+00 O.OOOE+00 O 3.777E-05 3 ALEACH(23)

R016 3 Solubility constant O.OOOE+00 O.OOOE+00 2 not used SOLUBK(23)

R016 Distribution coefficients for daughter Ra-226 R016 2 Contaminated zone (cm^*3/g) 3.533E+03 27.OOOE+012 3 DCNUCC(28)

R016 3 Unsaturated zone 1 (cm**3/g) 39.100E+03 37.OOOE+01 I 3 DCNUCU(28,1)

R016 2 Saturated zone (cm**3/g) 35.000E+02 27.OOOE+01 3 DCNUCS(28)

R016 2 Leach rate (/yr) O.OOOE+00 O.OOOE+000 1.935E-06 ALEACH(28)

R016 3 Solubility constant 3 0.000E+00 ' 0.000E+003 not used SOLUBK(28)

R016 Distribution coefficients for daughter Te-125m R016 3 Contaminated zone (cm^^3/g) *3.800E+01 O.OOOE+00 3 . DCNUCC(33)

R016 Unsaturated zone 1 (cm^^3/g) 7.200E+02 I0.000E+00 3 ' DCNUCU(33,1)

R016 Saturated zone (cm**3/g) *1.250E+02 l0.000E+00 2.DCNUCS(33)

R016 Leach rate (/yr) O.OOOE+00 a0.000E+00 1.798E-04 ALEACH(33)

R016 2 Solubility constant 0.000E+00 O.OOOE+00 3 not used 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 Attachment 6, Page 16 IRESRAD, Version 6.21 Ta Limit - 30 days 12/08/2004 08:53 Page 15 Summary : YR Material to WCS - soil run 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) 5.884E+03 3 6.000E+04 DCNUCC(34)

R016 Unsaturated zone 1 (cm3/g) 5.800E+03 6.OOOE+04 'DCNUCU(34,1)

R016 Saturated zone (cm*'3/g) 3.200E+03 3 6.OOOE+04 'DCNUCS(34)

R016 ' Leach rate (/yr) O.OOOE+0O O.OOOE+00 1.162E-06 'ALEACH134)

R016 Solubility constant 3 O.OOOE+00 0.000E+00 not used 'SOLUBK(34)

R016 Distribution coefficients for daughter Th-230 R016 Contaminated zone (cm'3/g) 5.884E+03 6.OOOE+04 'DCNUCC(35)

R016 Unsaturated zone 1 (cm-3/gi 5.800E+03 6.000E+04 'DCRUCU(35,1)

R016 Saturated zone (cm**3/g) 3.200E+03 6.000E+04 'DCNUCS(35)

R016 Leach rate (/yr) O.OOOE+O0 O.OOOE+00 1.162E-06 'ALEACH(35)

R016 3 Solubility constant O.OOOE+00 O.OOOE+00 not used 'SOLUBK(35)

R016 Distribution coefficients for daughter U-233 R016 Contaminated zone (cm**3/g) 1.260E+02 5.OOOE+01 'DCNUCC(36)

R016 3 Unsaturated zone 1 (cm**3/g) 1.600E+03 5.OOOE+01 'DCNUCU(36,1) 3 R016 3 Saturated zone (cml*3/g) 3.500E+01 5.OOOE+0l ' DCNUCS(36)

R016 l Leach rate (/yr) O.OOOE+00 O.OOOE+00 5.425E-05 ' ALEACH136)

R016 ' Solubility constant O.OOOE+O0 O.OOOE+00 not used 'SOLUBK(36) 3 R016 'Distribution coefficients for daughter U-234 R016 l Contaminated zone (cm**3/g) 1.260E+02 5.000E+01 ' DCNUCC(37)

R016 3 Unsaturated zone 1 (cm'3/g) 1.600E+03 5.000E+01 'DCNUCU(37,1)

R016 3 Saturated zone (cm3/g) 3.500E+01 5.000E+01 'DCNUCS(37)

R016 3 Leach rate l/yr) O.OOOE+O0 O.OOOE+00 5.425E-05 'ALEACH(37)

R016 Solubility constant O.OOOE+00 O.OOOE+00 not used 'SOLUBK(37)

R016 Distribution coefficients for daughter U-235 R016 Contaminated zone (cmn'3/g) 1.260E+02 5.000E+01 DCNUCC(38)

R016 ' Unsaturated zone 1 (cm*'3/g) 1.600E+03 5.000E+01 'DCNUCU(38,1)

R016 ' Saturated zone (cm**3/g) 3.500E+01 5.000E+01 'DCNUCS(38)

R016 I Leach rate (/yr) O.OOOE+00 O.OOOE+00 5.425E-05 ALEACH(38)

R016 l Solubility constant O.OOOE+00 O.OOOE+00 not used 'SOLUBK(38) a R017 'Inhalation rate (m3/yr) 8.400E+03 8.400E+03 INHALR 3

R017 'Mass loading for inhalation (g/m3) l.OOOE-04 1.000E-04 MLINH R017 3Exposure duration 3.OOOE+0l 3.OOOE+01 ' ED R017 'Shielding factor, inhalation 4.OOOE-Ol 4.OOOE-01 'SHF3 R017 IShielding factor, external gamma 7.OOOE-01 7.OOOE-01 'SHF1 R017 ' Fraction of time spent indoors 5.000E-01 5.OOOE-O1 FIND R017 3Fraction of time spent outdoors (on site) 2.500E-01 2.500E-01 FOTD R017 3Shape factor flag, external gamma 1.OOOE+00 1.000E+00 >0 shows circular AREA. '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 Attachment 6, Page 17 l lRESRAD, Version 6.21 T7 Limit - 30 days 12/08/2004 08:53 Page 16 Summary : YR Material to WCS - soil run 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 Radii of shape factor array (used if FS - -1):

R017 Outer annular radius Cm), ring 1: not used ' 5.OOOE+01 RAD SHAPE( 1)

R017 ' Outer annular radius (m), ring 2: not used ' 7.071E+01 RADSHAPE( 2)

R017 3 Outer annular radius Im), ring 3: not used 0.OOOE+00 RAD P SHAPEC 3)

R017 Outer annular radius (m), ring 4: 'not used O.OOE+00 ' RAD SHAPEC 4)

R017 3 Outer annular radius (m), ring 5: 'not used 'O.000E+00O 3 RAD7SHAPEI 5)

R017 3 Outer annular radius (m), ring 6: not used ' .OOOE+00 ' RAD SHAPEI 6)

R017 2 Outer annular radius (m), ring 7: 'not used 3 O.OOOE+00 ' 3 RAD SHAPEC 7)

R017 Outer annular radius Im), ring 8: not used ' O.OOOE+00 ' RAD P SHAPEC 8)

RO17 ' Outer annular radius tm), ring 9: not used ' 0.000E+00 ' 3 RAD SHAPEI 9)

R017 ' Outer annular radius (m), ring 10: Inot used 3 O.OOOE+00 I ' RAD SHAPE110)

R017 3 Outer annular radius Im), ring 11: Inot used ' O.OOOE+00 ' RAD P SHAPESll)

R017 3 Outer annular radius Im), ring 12: *not used ' O.000E+00 ' ' RAD SHAPEC12)

R017 Fractions of annular areas within AREA: '*not used I 2.732E-01 '

R017 ' Ring 1 FRACAI 1)

R017 ' Ring 2 'not used I 0.000E+00 ' ' FRACAI 2)

R017 3 Ring 3 ' not used ' 0.000E+00 ' ' FRACAC 3)

RO17 ' Ring 4 '3notused 3 0.000E+00 2

• FRACA( 4)

R017 3 Ring 5 '3notused 3 0.000E+00 '

• FRACAI 5)

R017 ' Ring 6 '3notused 3 0.000E+00 ' ' FRACAC 6)

R017 3 Ring 7 '3notused ' 0.000E+00 3 ' FRACAC 7)

R017 3 Ring 8 '3notused ' 0.000E+00 ' 3 FRACAC 8)

RO17 3 Ring 9 '3not used 3 0.000E+00 ' 3 FRACAC 9)

R017 3 Ring 10 '3not used 2 0.000E+00 3 ' FRACA110)

R0o17 ' Ring 11 ' FRACA(ll)

R017 3 Ring 12 '3notused ' 0.000E+00 '

' FRACA112)

Role 3 R018' Fruits, vegetables and grain consumption (kg/yr) ' 1.600E+02 ' 1.600E+02 ' __ DIESTM)

Leafy vegetable consumption (kg/yr) I1.400E+01 3 1.400E+01 ' __ _ ' DIET(2)

R018 3 Milk consumption IL/yr) 29.200E+01 3 9.200E+01 ' ___ ' DIET13)

R018 3 Meat and poultry consumption (kg/yr) 6.300E+d n ' 6.300E+01 3 ' DIETl4)

R018 3 Fish consumption Ikg/yr) 'not used 5.400E+00 0 ' ___ ' DIET(S)

R018 ' Other seafood consumption (kg/yr) 3not used ' 9.000E-01 3 ___ ' DIET16)

R018 ' Soil ingestion rate (g/yr) 3.650E+d1 n ' 3.650E+01 2 ___ ' SOIL R018 ' ___

R018 ' Drinking water intake IL/yr) n.100E+02 3 5.100E+02 I DWI Contamination fraction of drinking water no1.00E+00 ' 1.000E+00 3 ___ FDW R018 3 Contamination fraction of household water 1.000E+00 1.000E+00 0 2 ' FHHW R018 3 Contamination fraction of livestock water no1.00E+00 3 1.000E+00 ' ' FLW R018 ' Contamination fraction of irrigation water no1.00E+00 ' 1.000E+00 3 ' FIRW Contamination fraction of aquatic food 3not used 3 S.OOOE-01 0 ' FR9 R0189 Contamination fraction of plant food 3'-1 ' -13 0.375E+00 ' FPLANT R018 3 Contamination fraction of meat '-1 '-1 0.375E-01 ' FMEAT R018 3 Contamination fraction of milk ' -1 '-13 0.37SE-01 FMILK R019 3 Livestock fodder intake for meat (kg/day) 6.800E+d n 6.800E+01 0 3 LFIS R019 3 Livestock fodder intake for milk (kg/day) ' S.S00E+01 S.S00E+01 1 2 LFI6 R019 3 Livestock water intake for meat CL/day) '5.OOOE+01 2 5.000E+01 3 __ $ LWI5 P019 ' Livestock water intake for milk CL/day) 31.600E+02 2 1.600E+02 3 ' LWI6 ROl9 Livestock soil intake (kg/day) 35.OOOE-01 2 5.005E-012 ' LSI R019 ' Mass loading for foliar deposition (g/m**3) 31.0000E-0 ' 1.000E-04 2 4 MLFD

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 Attachment 6, 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) ' 1.500E-01 2 1.500E-01 2 DM R019 ' Depth of roots (m) 3 9.OOOE-01 3 9.OOOE-01 ' DROOT R019 IDrinking water fraction from ground water 'I1.000E+00 ' 1.000E+00 3 FGWDW R019 3 Household water fraction from ground water 3 1.000E+00 23l.OOOE+00 3 1.000E+00 3 l.OOOE.00 3 3 FGWHH R019 Livestock water fraction from ground water ' 1.OOOE+00 3 1.OOOE+00 I FGWLW R019 Irrigation fraction from ground water ' 1.000E+00' 2.0E0 FGWIR R19B Wet weight crop yield for Non-Leafy (kg/m**2) ' 7.000E-0l 2 7.000E-01 ' YV (1)

R19B Wet weight crop yield for Leafy (kg/m**2) I 1.500E+00 2 1.500E+00 3 YV (2)

R19B 2 Wet weight crop yield for Fodder (kg/mi*2) 2 1.100E+00 2 1.100E+00 3 YV (3)

R19B Growing Season for Non-Leafy (years) 2 1.700E-01 3 1.700E-01 2 TE 1)

R19B ' Growing Season for Leafy (years) 3 2.500E-01 3 2.500E-01 ' TE (2)

R19B 2 Growing Season for Fodder (years) 3 8.000E-02 3 8.000E-02 3 TE(3)

R19B ' Translocation Factor for Non-Leafy ' 1.000E-01 3 1.000E-01 3 TIV(1)

R19B ' Translocation Factor for Leafy ' 1.000E+00 3 1.000E+00 3 TIV(2)

R19B ' Translocation Factor for Fodder 3 1.000E+00 3 1.000E+00 3 TIV(3)

R19B ' Dry Foliar Interception Fraction for Non-Leafy 3 2.500E-01 2 2.500E-01 2 RDRY (1)

R19B ' Dry Foliar Interception Fraction for Leafy ' 2.500E-01 ' 2.500E-01 2 RDRY (2)

R19B ' Dry Foliar Interception Fraction for Fodder 3 2.500E-01 ' 2.500E-01 3 RDRY (3)

R19B ' Wet Foliar Interception Fraction for Non-Leafy 3 2.500E-01 2 2.500E-01 ' RWET(1)

R19B 3 Wet Foliar Interception Fraction for Leafy 3 2.500E-01 ' 2.500E-01 3 RWET (2)

R198 Wet Foliar Interception Fraction for Fodder ' 2.500E-01 3 2.500E-01 2 RWET (3)

R19B 2 Weathering Removal Constant for Vegetation 2 2.000E+01 2 2.000E+01 3 WLAM C14 2 C-12 concentration in water (g/cm"3) 2 2.OOOE-05 2 2.OOOE-05 2 C12WTR C14 ' C-12 concentration in contaminated soil (g/g) I3.000E-02 3 3.000E-02 3 C12CZ C14 ' Fraction of vegetation carbon from soil ' 2.000E-02 3 2.000E-02 ' CSOIL C14 ' Fraction of vegetation carbon from air ' 9.800E-01 ' 9.800E-01 3 CAIR C14 C-14 evasion layer thickness in soil (m) ' 3.000E-01 3 3.000E-01 3 DMC C14 ' C-14 evasion flux rate from soil (1/sec) 2 7.000E-07 3 7.OOOE-07 ' EVSN C14 CC-12 evasion flux rate from soil (1/sec) ' 1.000E-10 ' 1.OOOE-10 3 REVSN C14 ' Fraction of grain in beef cattle feed 3 8.000E-01 3 B.000E-01 ' AVFG4 C14 2 Fraction of grain in milk cow feed 3 2.000E-01 2 2.000E-01 2 AVFG5 C14 2 DCF correction factor for gaseous forms of C14 3 8.894E+01 3 8.894E+01 3 C02F 2 . 2 STOR Storage times of contaminated foodstuffs (days):

STOR ' Fruits, non-leafy vegetables, and grain ' 1.400E+01 ' 1.400E+01 STOR T(1)

STOR 3 Leafy vegetables 2 1.000E+00 ' 1.OOOE+00 STORT (2)

STOR 3 Milk ' 1.000E+00 ' 1.OOOE+00 STORT (3)

STOR I Meat and poultry ' 2.000E+01 ' 2.000E+01 STOR T(4)

STOR 3 Fish ' 7.000E+00 ' 7.OOOE+00 STOR T (5)

STOR 3 Crustacea and mollusks ' 7.000E+00 3 7.000E+00 STORT (6)

STOR ' Well water a 1.000E+00 ' 1.OOOE+00 STOR T(7)

STOR 3 Surface water 3 1.000E+00 2 1.000E+00 STOR T(6)

STOR ' Livestock fodder ' 4.500E+01 3 4.500E+01 STORT (9) 2 R021 ' Thickness of building foundation (m) ' 1.500E-01 ' 1.500E-01 FLOOR1 R021 3 Bulk density of building foundation (g/cm**3) I2.400E+00 3 2.400E+00 DENSFL R021 ' Total porosity of the cover material 3 4.000E-01 3 4.OOOE-01 TPCV R021 3 Total porosity of the building foundation ' 1.000E-01 ' 1.OOOE-01 TPFL R021 3 Volumetric water content of the cover material 2 5.o00E-02 ' 5.OOOE-02 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 Attachment 6, 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 1t 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 Attachment 6. Page 20 lRESRAD, Version 6.21 Ta Limit - 30 days 12/08/2004 08:53 Page 19 Summary : YR Material to WCS - soil run File: YR to WCS soil.RAD Contaminated Zone Dimensions Initial Soil Concentrations, pCi/g Area: 750.00 square meters Ag-108m 1.OOOE+00 Thickness: 2.00 meters Am-241 1.OOOE+00 Cover Depth: 4.60 meters C-14 l.OOOE+00 Cm-243 1.OOOE+00 Co-60 1.OOOE+00 Cs-134 l.OOOE+00 Cs-137 l.OOOE+00 Eu-152 l.OOOE+00 Eu-154 1.OOOE+00 Eu-155 l.OOOE+00 Fe-55 1.OOOE+00 H-3 l.OOOE+00 Nb-94 l.OOOE+00 NI-63 l.OOOE+00 Pu-238 1.OOOE+00 Pu-239 1.000E+00 Pu-241 1.OOOE+00 Sb-125 l.OOOE+00 Sr-90 1.OOOE+00 Tc-99 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 Attachment 6, 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 0.000500 O.OOOE+00 0.00500 O.OOOE+00 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 Attachment 6, 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 Attachment 6, 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 Attachment 6. 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 Attachment 6, Page 25 IRESRAD, Version 6.21 Tc Limit - 30 days 12/20/2004 11:40 Page 3 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 ' 3 Current ' ' Parameter Menu 3 Parameter 3 Value 3 Default I Name D-1 3 H-3 '6.400E-08 3 6.400E-08 DCF3(17)

D-1 ' Nb-94 3 7.140E-06 ' 7.140E-06 DCF3(18)

D-1 ' Ni-63 3 5.770E-07 3 5.770E-07 DCF3(19)

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

D-1 Pa-231 31.060E-02 3 1.060E-02 DCF3 (21)

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

D-1 ' Po-210 ' 1.900E-03 3 l.900E-03 DCF3 (23)

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

D-1 ' Pu-239 3 3.540E-03 3 3.54OE-03 DCF3 (25)

D-1 ' Pu-241+D 36.850E-05 3 6.850E-05 DCF3 (26)

D-1 ' Ra-226+D 31.330E-03 3 1.330E-03 DCF3 (28)

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

D-1 ' Sr-90+D '1.530E-04 3 1.530E-04 DCF3 (31)

D-1 Tc-99 '1.460E-06 2 1.460E-06 DCF3 (32)

D-1 Te-125m 33.670E-06 3 3.670E-06 DCF3 (33)

D-1 Th-229+D 34.030E-03 3 4 .030E-03 DCF3(34)

D-1 ' Th-230 ' 5.480E-04 3 5.480E-04 DCF3 (35)

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

D-1 U-234 32.830E-04 3 2.830E-04 DCF3 (37)

D-1 3 U-235+D 32.670E-04 3 2.670E-04 DCF3 (38) 3 3 D-34 Food transfer factors:

D-34 ' Ac-227+D , plant/soil concentration ratio, dimensionless ' 1.870E-04 3 2.500E-03 RTF( 1,1)

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

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

D-34 D-34 Ag-108m+D, plant/soil concentration ratio, dimensionless ' 1.470E-05 ' 1.500E-01 RTF( 2,1)

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

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

D-34 D-34 Am-241 , plant/soil concentration ratio, dimensionless ' 1.870E-04 ' 1.OOOE-03 RTF( 3,1)

D-34 2 Am-241 , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 5.000E-05 ' 5.000E-05 RTF( 3,2)

D-34 ' Am-241 , milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 2.000E-06 3 2.OOOE-06 RTF( 3,3)

D-34 2 3 D-34 Am-243+D ,plant/soil concentration ratio, dimensionless ' 1.870E-04 3 1.OOOE-03 RTF( 4,1)

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

D-34 ' Am-243+D , milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 2.000E-06 ' 2.000E-06 RTF( 4,3) 3 3 D-34 D-34 C-14 , plant/soil concentration ratio, dimensionless 2.120E-02 ' 5.500E+00 RTF( 5.1)

D-34 C-14 , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) ' 3.100E-02 ' 3.100E-02 RTF( 5,2)

D-34 ' C-14 , milk/livestock-intake ratio, (pCi/L)/IpCi/d) ' 1.200E-02 ' 1.200E-02 RTF( 5,3)

D-34 D-34 ' Cm-243 , plant/soil concentration ratio, dimensionless ' 1.750E-03 ' 1.OOOE-03 RTF( 6,1)

D-34 ' Cm-243 beef/livestock-intake ratio, (pCi/kg)/(pCi/d) ' 2.000E-05 3 2.000E-05 RTF( 6,2)

D-34 ' Cm-243 milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2 2.000E-06 3 2.000E-06 RTF( 6,3)

D-34 D-34 ' Co-60 , plant/soil concentration ratio, dimensionless ' 2.500E-03 ' 8.000E-02 RTF( 8,1)

D-34 Co-60 , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) ' 2.000E-02 3 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-34

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 Attachment 6, 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 Attachment 6, 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 Attachment 6, 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 '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 '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 Attachment 6, 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 Attachment 6, 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 Attachment 6, 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 -- S1(32) 1 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 Attachment 6, Page 32 lRESRAD, Version 6.21 To Limit - 30 days 12/20/2004 11:40 Page 10 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 Default (If different from user input) I Name R012 ----------------------------------------------

Concentration in groundwater (pCi/L): Pu-241 not used 3O.OOOE+00 I Wl (26)

RD 12 Concentration in groundwater (pCi/L): Sb-125 not used O.OOOE+OO Wl (29)

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

R012 Concentration in groundwater (pCi/L): Tc-99 not used O.OOOE+OO Wl (32)

RD 13 Cover depth (ml 4.600E+OO O.OOOE+OO COVERO R0 13 Density of cover material (g/cm**3) 2.100E+OO l1.500E+OO 3 DENSCV R0 13 Cover depth erosion rate (m/yr) 1.830E-06 3.OOOE-03 VCV R0 13 Density of contaminated zone (g/cm*3) 2.400E+00 Il.500E+0O DENSCZ R013 Contaminated zone erosion rate (m/yr) 1.OOOE-03 1.OOOE-03

• VCZ R013 Contaminated zone total porosity 3.000E-01 34.OOOE-01 a SPCZ R013 Contaminated zone field capacity 7.000E-02 3 2.OOOE-01 3 FCCZ 2.000E-O1 R013 Contaminated zone hydraulic conductivity (m/yr) 3.160E+05 3l.OOOE+Ol HCCZ R013 ' Contaminated zone b parameter 9.750E-01 '5.300E+OO BCZ R013 Average annual wind speed (m/sec) 2.000E+00 32.000E+00 WIND R013 Humidity in air (g/m 3) 8 .OOOE+OO 38.O00E+OO HUMID R013 Evapotranspiration coefficient 9.500E-Ol 5.000E-O1 EVAPTR R013 Precipitation Cm/yr) 3.550E-01 1.OOOE+00 3 PRECIP R013 Irrigation (m/yr) 2.000E-01 22.00E-O1 a RI R013 Irrigation mode overhead overhead 3 IDITCH R013 Runoff coefficient 4.000E-01 I2.000E-013 RUNOFF R013 Watershed area for nearby stream or pond (m^*2) 1.OOOE+06 1.OOOE+06 I WAREA R013 Accuracy for water/soil computations 1.000E-03 xl.OOOE-03 3 EPS 3 3 R014 Density of saturated zone (g/cm -3) 1.520E+00 l.500E+OO DENSAQ R014 Saturated zone total porosity 4.000E-01 34.000E-01 TPSZ R014 Saturated zone effective porosity 3.200E-01 22.000E-01 3 EPSZ R014 Saturated zone field capacity 8.000E-02 '2.000E-01 I FCSZ R014 Saturated zone hydraulic conductivity (m/yr) 5.500E+03 Il.OOOE+02 3 HCSZ R014 Saturated zone hydraulic gradient 2.O00E-02 2.000E-02 HGWT R014 Saturated zone b parameter 4.050E+OO 5.300E+00 BSZ R014 Water table drop rate (m/yr) 1.OOOE-03 3l.OOOE-03 3 VWT R014 Well pump intake depth (m below water table) 1.OOOE+01 3l.OOOE+Ol 3 DWIBWT 3

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 NS R015 Unsat. zone 1, thickness (mi 3.000E+02 4.000E+00 3 H l)

R015 Unsat. zone 1, soil density (g/cm^*3) 2.100E+00 l.500E+OO DENSUZ (1)

R015 Unsat. zone 1, total porosity 4.200E-01 34.000E-01 2 TPUZ (1)

R015 Unsat. zone 1, effective porosity 6.000E-02 2.000E-01 3 EPUZ l)

R015 Unsat. zone 1, field capacity 3.600E-01 2.000E-01 3 FCUZ(l)

R015 Unsat. zone 1, soil-specific b parameter 1.140E+01 35.300E+00 BUZ(l)

R015 Unsat. zone 1. hydraulic conductivity (m/yr) 1.OOOE-03 31.OOOE+01 HCUZ(l) 3 3 3 3 R016 Distribution coefficients for Ag-108m R016 Contaminated zone (cm**3/gl 6.500E+03 IO.OOOE+OO ___ DCNUCC( 2)

R016 Unsaturated zone 1 (cm**3/g) 1.800E+02 IO.OOOE+OO3 ___

DCNUCU( 2,1)

R016 Saturated zone (cm 3/g) 9.OOOE+01 2O.OOOE+OO DCNUCS( 2)

R016 Leach rate (/yr) O.OOOE+00 IO.OOOE+OO 6.303E-08 ALFACH( 2)

R016 Solubility constant 0.OOOE+O0 O.OOOE+00 3 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 Attachment 6, 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 Distribution coefficients for Am-241 3 . 3 R016 3 Contaminated zone (cm-3/g) l.OOOE+03 I2.000E+01 ' DCRUCC( 3)

R016 ' Unsaturated zone 1 (cm**3/g) 3 8.400E+03 I 2.000E+01 3 DCNUCU( 3,1)

R016 ' Saturated zone (cm *3/g) ' 1.900E+03 32.000E+01 3 DCNUCS( 3)

R016 3 Leach rate (/yr) 'O.OOOE+00 O.OOOE+00 3 4 .097E-07 ALEACH( 3)

R016 3 Solubility constant O.OOOE+00

• O.OOOE+00 3 not used SOLUBK( 3)

R016 ' Distribution coefficients for C-14 R016 Contaminated zone (cm^*3/g) '7.070E+01 *O.OOOE+00 3 DCNUCC( 5)

R016 3 Unsaturated zone 1 (cm*13/g) ' 1.000E.00 ' O.OOOE+00 DCNUCU 5, 1)

R016 3 Saturated zone (s**3/g) 'I5.OOOE+00

'5.000E0OO *O.OOOE+00 ' DCNUCS( 5)

R016 ' Leach rate (/yr) O.OOOE+00 *0.000E+003 5.793E-06 ALEACH( 5)

R016 3 Solubility constant O.OOOE+00 O.OOOE+00 3 0 not used SOLUBK( 5)

R016 ' Distribution coefficients for Cm-243 R016 3 Contaminated zone (cm**3/g) 6.000E+02 3-1.000E+003 DCNUCC( 6) 3 R016 3 Unsaturated zone 1 (cm *3/g) '6.000E+03 3-1.000E+00 3 DCNUCU( 6,1)

R016 ' Saturated zone (cm**3/g) '4.000E+03 '-O.OOOE+00 3 DCNUCS( 6)

R016 ' Leach rate (/yr) 'O.OOOE+00 6.828E-07 ALEACH( 6)

Solubility constant I0.000E+003 R016 3 'O.OOOE+00 not used SOLUBK( 6)

'l.OOOE+OO 3 R016 ' Distribution coefficients for Co-60 R016 ' Contaminated zone (cm**3/g) ' 2.820E+02 *1.OOOE+03 3 DCNUCCC 8)

R016 3 Unsaturated zone 1 (cm*^3/g) ' 5.500E+02 '1.OOOE+03 2 DCNUCU( 8,1)

R016 ' Saturated zone (cm**3/g) ' 6.000E+01 DCNUCS( 8)

R016 3 Leach rate (/yr) ' 0.000E+00 *O.OOOE+00 2 1.453E-06 ALEACH 8)

R016 3 Solubility constant 'O.OOOE+00 'O.OOOE+00 a not used SOLUBK( 8) 3 3 R016 ' Distribution coefficients for Cs-134 R016 3 Contaminated zone (cm-3/g) ' 1.370E+02 I1.000E+03 ' DCNUCC( 9)

R016 2 Unsaturated zone 1 (cm-*3/g) 1.900E+03 I 1.000E+03 2 DCHUCU( 9, 1)

R016 3 Saturated zone (cm**3/g) '2.800E+02 33 1.OOOE+03 '

3 DCNUCS( 9)

R016 3 Leach rate (/yr) 'O.OOOE+00 3O.OOOE+00 3 2.990E-06 ALEACH( 9)

R016 3 Solubility constant '0.000E+00 ' 0.000E+00 not used SOLUBK 9) 3 3 R016 ' Distribution coefficients for Cs-137 R016 ' Contaminated zone (cm**3/g) ' 1.370E+02 ' 1.OOOE+03 ' DCNUCC(10)

R016 3 Unsaturated zone 1 (cm**3/g) '1.900E+03 3' 1.000E+03 33 DCNUCU(10,1)

R016' Saturated zone (cm *3/g) 2.800E+02 3' 1.OOOE+03 33 DCNUCS(10)

R016 3 Leach rate (/yr) O.OOOE+00 3 O.OOOE+00 2.990E-06 ALEACH(10)

R016 3 Solubility constant O.OOOE+00 3 0.000E+00 not used SOLUBK(10)

R016 ' Distribution coefficients for Eu-152 R016 3 Contaminated zone (cm**3/g) '1.OOOE+03 4-1.O005E400 I 3.524E+03 DCNUCC(11)

R016 3 Unsaturated zone 1 (cm**3/g) '-1.OOOE+00 '-1.0005+00I 3.524E+03 DCNUCU(11,1)

R016 3 Saturated zone (cm**3/g) '-1.OOOE+00 '-l.OOOE+003 3.524E+03 DCNUCS(11)

R016 3 Leach rate (/yr) ' O.OOOE+00 ' 0.000E+00 3 1.163E-07 ALEACH(ll)

R016 3 Solubility constant ' O.OOOE+00 ' O.OOOE+00 3 not used 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 Attachment 6, 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 3 2 Used by RESRAD 2 Parameter Menu ' Parameter ' Input ' Default I (If different from user input) ' Name R016 ' IDistribution coefficients for Eu-154 R016 3 Contaminated zone (cml*3/g) ' 1.000E+03 '-l.OOOE+0O 3.524E+03 DCNUCC(13)

R016 3 Unsaturated zone 1 (cm**3/g) '-1.OOOE+00 '-l.OOOE+00 3.524E+03 ' DCNUCU(13,1)

R016 ' Saturated zone (cm"*3/g) '-1.OOOE+OO '-1.000E+00 ' 3.524E+03 ' DCNUCS(13)

R016 3 Leach rate (/yr) ' O.000E+00 ' .OOOE+00' 1. 163E-07 ' ALEACH(13)

'20.OOOE.OO 0.000E+00 '

R016 ' Solubility constant ' 0.000E+00 not used ' SOLUBK(13) 2 3 R016 ' Distribution coefficients for Eu-155 2 3 R016 ' Contaminated zone (cm**3/g) ' 1.000E+03 '-1.000E+00 3.524E+03 ' DCNUCC(14)

R016 3 Unsaturated zone 1 (cm *3/g) '-1000E+00 3-1.OOOE+00 ' 3.524E+03 ' DCNUCU(14,1)

R016 3 Saturated zone (cm-*3/g) 3-1.000E+00 '-1.OOOE+003 3.524E+03 ' DCNUCS(14)

R016 3 Leach rate (/yr) 'O.OOOE+00 O.000E+002 1.163E-07 2 ALEACH(14)

R016 3 Solubility constant 'O.000E+00 O.000E+00 0 not used 2 SOLUBK(14) 3 3 3

R016 ' Distribution coefficients for Fe-55 2 R016 3 Contaminated zone (cm"3/g) ' 1.250E+0l ' 1.OOOE+03 3 ' DCNUCC(15)

R016 ' Unsaturated zone 1 (cm**3/g) 1.650E+02 ' 1.O00E+03 3 ' DCNUCU(15,1)

RO16 a Saturated zone (cm**3/g) '2.200E+02 ' 1.000E+03 2 2 DCNUCS(15)

R016 3 Leach rate (/yr) ' 0.000.E00 3 O.000E+00 2 3.270E-05 ' ALEACH(15)

R016 ' Solubility constant '.OOOE+00 ' O.OOOE+00 not used ' SOLUBK(15) 3 3 2 3 R016 Distribution coefficients for H-3 R016 3 Contaminated zone (cm^*3/g) 2 O.OOOE+00 ' 0.000E+00' ' DCNUCC(17)

R016 2 Unsaturated zone 1 (cm**3/g) '0.000E+00 ' 0.000E+00' ' DCNUCU(17,1)

R016 ' Saturated zone (cm**3/g) ' 0.000E+00 ' 0.000E+00 3 ' DCRUCS(17)

R016 3 Leach rate (/yr) ' O.000E+00 1.405E-02 3 ALEACH(17)

R016 3 Solubility constant O.000E+00 ' 0.000E+00 not used ' SOLUBK(17)

R016 ' Distribution coefficients for Nb-94 O.OOOE+OO03 R016 3 Contaminated zone (cm**3/g) '3.160E+02 2 O.000E+00 ' ' DCNUCC(18)

RO16 2 Unsaturated zone 1 (cm**3/g) *9.000E+02 '0.000E+00'

'0.000E+00' 3DCNUCU(16,1)

R016 ' Saturated zone (cm**3/g) '1.600E+02 ' DCNUCS(18I RO16 3 Leach rate (/yr) '0.000E+00 ' O.000E+00' 1.296E-06 ' ALEACH(18)

R016 3 Solubility constant O.000E+00 O.000E+00 0 3 not used ' SOLUBK(18) 3 3 3 O.OOOE+OO3' 3 R016' Distribution coefficients for Ni-63 R016 3 Contaminated zone (cm^*3/g) ' 3.550E+01 '1.000E+03' ' DCNUCC(19)

R016 3 Unsaturated zone 1 (cm-3/g) ' 6.500E+02 ' 1.O00E+03 ' ' DCNUCU(19,1)

R016 ' Saturated zone (cm**3/g) 2 4.000E+02 ' 1.O000E+03 2 ' DCNUCS(19)

R016 ' Leach rate (/yr) 2 O.000E+00 ' O.000E+00' 1.153E-05 ' ALEACH(19)

R016 3 Solubility constant O.000E+00 ' O.000E+00' not used ' SOLUBK(19) 3 3 3 3 R016 2 Distribution coefficients for Pu-238 R016 ' Contaminated zone (aft*3/g) tt

' 1.580E+03 '2.000E+03 ' DCNUCC(24)

R016 ' Unsaturated zone 1 (cm 3/g) ' 5.100E+03 '2.000E+03 ' 2 DCNUCU(24,1)

R016 3 Saturated zone (cm**3/g)

• 5.500E+02 2 2.000E+03' ' DCUUCS(24)

R016 3 Leach rate (/yr) 3 O.000E+00 ' 0.000E+00 ' 2.593E-07 ' ALEACH(24)

R016 3 Solubility constant *n nnn-.+nn 0.O00E5+00 2 not used ' 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 Attachment 6, Page 35 lRESRAD, Version 6.21 Tc Limit - 30 days 12/20/2004 11:40 Page 13 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 Default (If different from user input) Name R016 Distribution coefficients for Pu-239 R016 Contaminated zone (cm *3/g) 1.580E+03 2.000E+03 DCNUCC(25)

R016 Unsaturated zone I (cm*3/g) 5.100E+03 2.000E+03 3DCNUCU(25,1)

R016 Saturated zone (cn**3/g) 5.500E+02 32.000E+03 3DCNUCS(25)

R016 Leach rate (/yr) 0.000E+00 O.OOOE+00 2.593E-07 3ALEACH(25)

R016 Solubility constant O.OOOE+00 O.OOOE+00 not used SOLUBK(25)

R016 Distribution coefficients for Pu-241 R016 Contaminated zone (cm*3/g) 1.580E+03 2.OOE+03 DCNUCC(26)

R016 Unsaturated zone 1 (cm-3/g) 5.100E+03 2.000E+03 DCNUCU(26,1)

R016 Saturated zone (cm**3/g) 5.500E+02 32.000E+03 DCNUCS(26)

R016 Leach rate (/yr) 0.000E+00 O.OOOE+00 2.593E-07 ALEACH(26)

R016 Solubility constant 0.000£+00 0.OOOE+0O not used SOLUBK(26) 3 R016 Distribution coefficients for Sb-125 R016 a Contaminated zone (cm* 3/g) 1.550E+03 O.OOOE+00 3DCNUCC(29)

R016 Unsaturated zone 1 (cm*-3/g) 2.500E+02 O.OOOE+00 3 DCNUCU(29, 1)

R016 Saturated zone (cz**3/g) 4.500E+01 0.000E+00 i 3DCNUCS(29)

R016 3 Leach rate (/yr) 0.000E+00 O.OOOE+00 2.643E-07 3ALEACH(29)

R016 Solubility constant O.OOOE+00 O.OOOE+00 not used 3SOLUBK(29)

R016 Distribution coefficients for Sr-90 R016 Contaminated zone (cm--3/g) 1.050E+01 3.OOE+01 DCNUCC(31)

R016 Unsaturated zone 1 (cm**3/g) 1.100E+02 3.OOOE+01 3DCNUCU(31,1)

R016 Saturated zone (cm1*3/g) 1.500E+01 3.OO0E+l1 3DCNUCS(31)

R016 Leach rate (/yr) O.OOOE+00 O.OOOE+00 3.B91E-OS 'ALEACH(31)

R016 Solubility constant O.OOOE+00 O.OOOE+00 not used SOLUBK(31)

R016 Distribution coefficients for Tc-99 R016 Contaminated zone (cm 3/g) 1.350E+01 O.OOOE+00 DCNUCC(32)

R016 Unsaturated zone 1 (an**3/g) 1.OOOE+00 O.OOOE+00 DCNUCUC32,1)

R016 Saturated zone (cm**3/g) 1.OOOE-01 O.OOOE+0O *DCNUCS(32)

R016 Leach rate (/yr) 0.000E+00 O.OOOE+00 3.028E-05 *ALEACH(32)

R016 Solubility constant 0.000E+00 O.OOOE+00 not used *SOLUBK(32) 3 R016 Distribution coefficients for daughter Ac-227 R016 Contaminated zone (cm**3/g) 1.OOOE+03 2.000E+01 DCNUCC( 1)

R016 Unsaturated zone 1 (cm**3/g) 2.400E+03 2.000E+01 DCNUCU( 1.1)

R016 Saturated zone (cm-3/g) 3 4.500E+02 2.000E+01 DCNUCS( 1)

R016 Leach rate (/yr) O.OOOE+00 O.OOOE+0O 4 .097E-07 ALSACH( 1)

R016 Solubility constant O.OOOE+00 O.OOOE+OO not used SOLUBK( 1)

R016 Distribution coefficients for daughter Am-243 R016 Contaminated zone (cm 3/g) 1.DOOE+03 2.000E+01 3DCNUCC( 4)

R016 Unsaturated zone 1 (czn3/g) 8.400E+03 3- 2.000E+01 DCNUCU( 4,1)

R016 Saturated zone (cm"3/g) 1.900E+03 2.000E+01 3DCNUCS( 4)

R016 Leach rate (/yr) O.OOOE+00 O.OOOE+00 4.097E-07 ALEACH( 4)

R016 Solubility constant 0.000E+00 O.OOOE+00 not used SOLUBK( 4)

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 Attachment 6, Page 36 lRESRAD, Version 6.21 Tzc Limit - 30 days 12/20/2004 11:40 Page 14 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 3 Input Default I (If different from user input) 3 Name R016 'Distribution coefficients for daughter Gd-152 3 3 R016 Contaminated zone (cm*3/g) ' 1.OOOE+03 '-l.OOOE+OO 3.524E+03 DCNUCC(16) 3 R016 Unsaturated zone 1 (cm**3/g) -1.00E+OO '-1..OE+OO 3.524E+03 ' DCNUCU(16,1) 3 3 R016 Saturated zone (cm3/1g) -1 .OOOE+O '-1.OOOE+OO 3.524E+03 'DCNUCS(16)

R016 Leach rate (/yr) ' O.OOOE+OO 3 O.OOOE+OO 1.163E-07 ' ALEACH(16)

R016 Solubility constant ' O.OOOE+OO ' O.OOOE+00 not used ' SOLUBK(16) 3 3 R016 Distribution coefficients for daughter Np-237 3 3 R016 Contaminated zone (can*3/g) ' 7.070E+02 '-1.OOE+OO ' DCNUCC(20)

R016 Unsaturated zone 1 (cm*13/g) ' 5.500E+O1 '-1.OOOE+OO ' DCNUCU(20,1)

R016 Saturated zone (cm*3/g) ' 5.000E+OO '-l.OOOE+OO ' DCNUCS(20)

R016 3 Leach rate (/yr) ' O.OOOE+OO 3 O.OOOE+OO 5.795E-07 ' ALEACH(20)

R016 Solubility constant ' O.OOOE+OO 3 O.OOOE+OO not used ' SOLUBK(20) 3 3 R016 Distribution coefficients for daughter Pa-231 3 3 R016 Contaminated zone (cm**3/g) ' 3.160E+02 3 5.000E+O1 ' DCNUCC(21)

R016 Unsaturated zone 1 (cma*3/g) ' 2.700E+03 3 5.000E+O1 DCNUCU(21,1)

R016 Saturated zone (cm**3/g) ' 5.500E+02 5.00E+O1 ' DCNUCS(21)

R016 Leach rate (/yr) ' 0.000E+00 ' 0.000E+00 1.296E-06 ALEACH(21)

R016 Solubility constant ' O.OOOE+OO ' O.OOOE+OO not used SOLUBK(21) 3 3 R016 ' Distribution coefficients for daughter Pb-210 3 3 R016 Contaminated zone (cm**3/g) ' 4.760E+04 ' 1.OOOE+02 DCNUCC(22)

R016 Unsaturated zone 1 (cmr*3/g) ' 5.500E+02 ' 1.OOOE+02 DCNUCU(22,1)

R016 Saturated zone (cm**3/g) ' 2.700E+02 3 1.OOOE+02 DCNUCS(22)

R016 Leach rate (/yr) ' O.OOOE+0 I O.OOOE+OO 8.608E-09 'ALEACH(22)

R016 Solubility constant ' O.OOOE+OO ' O.OOOE+OO not used SOLUBK(22) 3 3 R016 Distribution coefficients for daughter Po-210 R016 Contaminated zone (cm*3/g) ' 1.OOOE+O1 2 1.OOOE+O1 'DCNUCC(23)

R016 Unsaturated zone 1 (cma*3/g) ' 3.000E+03 3 1.OOOE+O1 'DCNUCU(23,1)

R016 Saturated zone (cm**3/g) ' 1.500E+02 ' 1.OOOE+O1 'DCNUCS(23)

R016 Leach rate (/yr) ' O.OOOE+OO I O.OOOE+OO 4.085E-05 'ALSACH(23)

R016 Solubility constant ' O.OOOE+OO ' O.OOOE+OO not used 'SOLUBK(23) 3 3 3 3 R016 R016 2Distribution coefficients for daughter 3

Contaminated zone (cm *3/g)

Ra-226

' 1.O00E+02 I 7.000E+O1 'DCNUCC(28)

R016 Unsaturated zone 1 (cm*3/g) ' 9.100E+03 I 7.000E+O1 'DCNUCU(28,1)

R016 Saturated zone (cm**3/g) ' 5.000E+02 3 7.000E+O1 'DCNUCS(28)

R016 Leach rate (/yr) ' O.OOOE+OO 3 O.OOOE+OO 4.096E-06 'ALEACH(28)

R016 Solubility constant ' O.OOOE+OO 3 O.OOOE+OO not used 'SOLUBK(28) 3 3 R016 Distribution coefficients for daughter Te-125m 3 3 3

R016 Contaminated zone (cm* 3/g) ' 3.800E+O1 3 O.OOOE+OO ' DCNUCC(33)

R016 Unsaturated zone 1 (cm**3/g) 7.200E+02 I O.OOOE+00 ' DCNUCU(33,11 R016 Saturated zone (cml*3/g) 1.250E+02 3 O.OOOE+0O 'DCNUCS(33)

R016 Leach rate (/yr) ' O.OOOE+OO I O.OOOE+OO 1.077E-05 'ALEACH(33)

R016 Solubility constant ' O.OOOE+OO I O.OOOE+OO not used '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 Attachment 6, Page 37 lRESRAD, Version 6.21 Tz Limit - 30 days 12/20/2004 11:40 Page 15 Summary : YR Material to WCS - concrete run 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) 1.S80E+03 6.OOOE+04 DCNUCC(34(

R016 ' Unsaturated zone 1 (cmi*3/g) 5.800E+03 6.OOOE+04 ' DCHUCU(34,1)

R016 ' Saturated zone (cm--3/g) 3 .200E+03 6.OOOE+04 'DCNUCS(34)

R016 ' Leach rate (/yr) O.OOOE+00 O.OOOE+00 2.593E-07 'ALEACH(34)

R016 3 Solubility constant O.OOOE+00 O.OOOE+00 not used 'SOLUBK(34)

R016 ' Distribution coefficients for daughter Th-230 R016 3 Contaminated zone (cml*3/g) 1.580E+03 6.OOOE+04 ' DCNUCC(35)

R016 3 Unsaturated zone 1 Ccm"3/g) 5.800E+03 6.OOOE+04 ' DCNUCU(35,1)

R016 3 Saturated zone (cm**3/g) 3.200E+03 6.OOOE+04 'DCNUCS(35)

R016 Leach rate (/yr) O.OOOE+00 O.OOOE+00 2.593E-07 ALEACH(35)

R016 Solubility constant O.OOOE+00 O.OOOE+00 not used SOLUBK(35)

R016 Distribution coefficients for daughter U-233 R016 Contaminated zone (cm**3/g) 1.470E+02 5.OOOE+01 ' DCNUCC(36)

R016 3 Unsaturated zone 1 (cm**3/g) 1.600E+03 5.OOOE+O1 ' DCHUCUC36,1)

R016 3 Saturated zone (cm*13/g) 3.500E+01 5.OOOE+01 ' DCNUCS(36)

R016 3 Leach rate (/yr) O.OOOE+00 O.OOOE+00 2.7 87E-06 ' ALEACH(36)

R016 Solubility constant O.OOOE+00 O.OOOE+00 not used ' SOLUBK(36)

R016 Distribution coefficients for daughter U-234 R016 3 Contaminated zone (cm'*3/g) 1.470E+02 5.OOOE+01 ' DCNUCC(37)

R016 ' Unsaturated zone 1 (cml*3/g) 1.600E+03 5.OOOE+01 ' DCNUCU(37,1)

R016 3 Saturated zone (cm**3/g) 3.500E+01 5.OOOE+01 ' DCNUCS(37)

R016 ' Leach rate (/yr) O.OOOE+00 O.OOOE+00 2.787E-06 ' ALEACH(37)

R016 ' Solubility constant O.OOOE+00 O.OOOE+00 not used ' SOLUBK(37)

R016 Distribution coefficients for daughter U-235 R016 Contaminated zone (cm-*3/g) 1.470E+02 5.OOOE+01 ' DCNUCC(38)

R016 Unsaturated zone 1 (cmi*3/g) 1.600E+03 5.OOOE+01 ' DCNUCU(38,1)

R016 Saturated zone (cm'*3/g) 3.500E+01 5.OOOE+01 'DCNUCS(38)

R016 Leach rate (/yr) O.OOOE+00 O.OOOE+00 2.787E-06 ' ALEACH(38)

R016 3 Solubility constant O.OOOE+00 O.OOOE+00 not used 'SOLUBK(38) 3 R017 3 Inhalation rate (m*-3/yr) 8.400E+03 8.400E+03 ' INHALR R017 ' Mass loading for inhalation (g/m*13) 1.OOOE-04 1.OOOE-04 ' MLINH R017 3 Exposure duration 3.OOOE+01 3.OOOE+01 ' ED R017 3 Shielding factor, inhalation 4.OOOE-0l 4.OOOE-0l ' SHF3 R017 I Shielding factor, external gamma 7.OOOE-01 7.000E-0l ' SHF1 R017 ' Fraction of time spent indoors 5.OOOE-0l 5.OOOE-01 ' FIND R017 3 Fraction of time spent outdoors (on site) 2.500E-01 2.500E-01 ' FOTD R017 2 Shape factor flag, external gamma 1.OOOE+00 1.OOOE+00 >0 shows circular AREA. ' 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 Attachment 6, Page 38 1RESRAD, Version 6.21 To Limit - 30 days 12/20/2004 11:40 Page 16 Summary : YR Material to WCS - concrete run 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 3 Radii of shape factor array (used if FS - -1):

R017 Outer annular radius {m), ring 1: not used 5.000E+01 RAD SHAPEC 1)

R017 33 Outer annular radius (m), ring 2: not used 7.071E+01 RAD SHAPEC 2)

R017 3 Outer annular radius (m), ring 3: not used 0.000E+00 RAD SHAPEC 3) 3 R017 Outer annular radius (m)} ring 4: not used 0.000E+00 RAD SHAPEC 4)

R017 3 Outer annular radius (m). ring 5: 'not used 0.000E+00 RAD SHAPE( 5)

R017 3 Outer annular radius (m), ring 6: not used 0.OOOE+00 RAD SRAPEC 6)

R017 a Outer annular radius (m), ring 7: 3not used 0.000E+00 RAD SHAPEC 7)

R017 S Outer annular radius Cm), ring 8: not used 0.000E+00 RAD SRAPE C 8)

R017 3 Outer annular radius Cm), ring 9: not used 0.OO0E+00 RAD SHAPES( 9)

RD 17 3 Outer annular radius (m), ring 10: not used 0.OOOE+00 RAD SHAPE(10)

R017 2 Outer annular radius (m), ring 11: not used 0.000E+00 RAD SRAPE(11)

RO17 Outer annular radius (m), ring 12: not used 0.000E+00 RAD SHAPEC12) a R017 Fractions of annular areas within AREA:

R017 Ring 1 not used 1.000E+0O FRACAC 1)

R017 Ring 2 not used 2.732E-01 FRACAC 2)

R017 Ring 3 not used 0.000E+00 FRACA( 3)

R017 Ring 4 not used 0.O00E+00 FRACA( 4)

R017 Ring 5 not used 0.000E+00 FRACA( 5)

R017 Ring 6 not used 0.000E+00 FRACAC 6)

R017 Ring 7 not used 0.OOE+00 FRACAC 7)

R017 Ring 8 not used 0.OOOE+00 FRACAC 8)

R017 Ring 9 not used 0.000E+00 FRACAC 9)

R017 Ring 10 not used 0.O0OE+00 FRACAC10)

R017 Ring 11 not used 3O.O0E+00 FRACACli)

RO 17 Ring 12 not used 0.000E+00 FRACAC12)

R018 Fruits, vegetables and grain consumption (kg/yr) 1.600E+02 1.600E+02 _ _ DIETSl)

Role Leafy vegetable consumption (kg/yr) 1.400E+01 1.400E+01 __ _

DIETC2)

R018 Milk consumption CL/yr) 9.200E+01 9.200E+01 ___

DIET(3)

Role Meat and poultry consumption (kg/yr) 6.300E+01 36.300E+01 ___

DIETC4)

Fish consumption (kg/yr) not used 5.400E+00 ___

DIET(S)

R018 Other seafood consumption Ckg/yr) not used 9.000E-01 ___ DIET(6)

R018 Soil ingestion rate Cg/yr) 3.650E+01 3.650E+01 ___ SOIL R018 Drinking water intake (L/yr) 5.100E+02 5.100E+02 ___ DWI Role Contamination fraction of drinking water 1.000E+00 1.000E+00 ___ FDW R018 Contamination fraction of household water 1.O00E+00 1.000E+00 ___ FHNW R018 Contamination fraction of livestock water 1.000E+00 1.000E+00 FLW R018 Contamination fraction of irrigation water 31.000E+00 31.000E+00 FIRW R018 Contamination fraction of aquatic food not used 5.000E-01 FR9 R018 Contamination fraction of plant food '-1 '-1 0.157E+00 FPLANT R018 Contamination fraction of meat '-1 '-1 0.157E-01 FMEAT R018 Contamination fraction of milk '-1 '-1 0.157E-01 FMILK R019 Livestock fodder intake for meat (kg/day) 6.800E+01 6.800E+01 LFIS R019 Livestock fodder intake for milk (kg/day) 5.500E+01 5.500E+01 LFI6 R019 Livestock water intake for meat CL/day) 5.000E+01 5.000E+01 LWI5 R019 Livestock water intake for milk CL/day) 1.600E+02 1.600E+02 LWI6 R019 Livestock soil intake (kg/day) 5.000E-01 5.000E-01 LSI R019 Mass loading for foliar-deposition Cg/m**3) 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 Attachment 6. Page 39 IRESRAD, Version 6.21 Td Limit - 30 days 12/20/2004 11:40 Page 17 Summary : YR Material to WCS - concrete run 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) 1.500E-01 '1.500E-01 3 DM R019 I Depth of roots {m) 9.000E-01 3 9.000E-01 3 DROOT R019 I Drinking water fraction from ground water 1.000E+00 3 1.OOOE+00 3 FGWDW R019 I Household water fraction from ground water 1.OOOE+00 ' 1.000E+00 ' FGWHH R019 I Livestock water fraction from ground water 1.000E+00 ' 1.OOOE+00 ' FGWLW R019 Irrigation fraction from ground water 1.000E+00 ' 1.000E+00 3 FGWIR 3 3 R19B Wet weight crop yield for Non-Leafy (kg/m**2) 7.OOOE-01 ' 7.000E-01 3 YV (1)

R19B Wet weight crop yield for Leafy (kg/m**2) 1.500E+00 3 1.500E+00 3 YV (2)

R19B Wet weight crop yield for Fodder (kg/m*12) 1. 100E+00 3 1.100E+00 3 YV (3)

R19B Growing Season for Non-Leafy (years) 1.700E-01 3 1.700E-01 a TE (1)

R19B 3Growing Season for Leafy (years) 2.500E-01 ' 2.500E-01 ' TE (2)

R19B 3Growing Season for Fodder (years) 8.000E-02 ' 8.000E-02 3 TE(3)

R19B 'Translocation Factor for Non-Leafy 1.000E-01 ' 1.000E-01 3 TIV(1)

R19B 3Translocation Factor for Leafy 1.OOOE+00 ' 1.000E+00 3 TIV(2)

R19B 3Translocation Factor for Fodder 1.OOOE+00 ' 1.OOOE+00 ' TIV(3)

R19B 3Dry Foliar Interception Fraction for Non-Leafy 2.500E-01 3 2.500E-01 3 RDRY (1)

R19B 'Dry Foliar Interception Fraction for Leafy 2.500E-01 I 2.500E-01 3 RDRY (2)

R19B 3Dry Foliar Interception Fraction for Fodder 2. 500E-01 3 2.500E-01 3 RDRY(3)

R198 Wet Foliar Interception Fraction for Non-Leafy 2.500E-01 3 2.500E-01 ' RWET(1)

R19B Wet Foliar Interception Fraction for Leafy 2.500E-01 ' 2.500E-01 a RWET (2)

R19B 3Wet Foliar Interception Fraction for Fodder 2.500E-01 '2.500E-01 ' RWET (3)

R19B Weathering Removal Constant for Vegetation 2.000E+01 ' 2.000E+01 3 WLAM 3 3 C14 C-12 concentration in water (g/cml*3) 2.000E-05 3 2.000E-05 a C12WTR C14 'C-12 concentration in contaminated soil (g/g) 3.OOOE-02 ' 3.000E-02 ' C12CZ C14 'Fraction of vegetation carbon from soil 2.000E-02 ' 2.000E-02 3 CSOIL C14 3Fraction of vegetation carbon from air 9.8 00E-01 3 9.800E-01 3 CAIR C14 3C-14 evasion layer thickness in soil Cm) 3.000E-01 ' 3.000E-01 3 DMC C14 'C-14 evasion flux rate from soil (1/sec) 7.000E-07 3 7.OOOE-07 3 EVSN C14 C-12 evasion flux rate from soil (1/sec) 1.OOOE-10 ' 1.000E-10 3 REVSN C14 Fraction of grain in beef cattle feed 8.000E-01 3 8.000E-01 3 AVFG4 C14 3Fraction of grain in milk cow feed 2.000E-01 3 2.OOOE-01 3 AVFG5 C14 DCF correction factor for gaseous forms of C14 8.894E+01 3 8.894E+01 I C02 F 3 3 3 3 STOR Storage times of contaminated foodstuffs (days):

STOR Fruits, non-leafy vegetables, and grain '1.400E+01 ' 1.400E+01 3 STOR TP1)

STOR Leafy vegetables '1.OOOE+00 ' 1.000E+00 3 STOR T(2)

STOR Milk ' 1.000E+00 3 1.000E+00 3 STORPT(3)

STOR Meat and poultry ' 2.000E+01 3 2.000E+01 3 STOR T(4)

STOR Fish ' 7.000E+00 ' 7.000E+00 3 STORT (5)

STOR 3 Crustacea and mollusks ' 7.000E+00 3 7.000E+00 3 STOR T (6)

STOR 3 Well water ' 1.000E+00 ' 1.000E+00 I STOR T(7)

STOR Surface water ' 1.000E+00 I 1.000E+00 3 STORT (8)

STOR Livestock fodder ' 4.500E+01 3 4.500E+01 3 STORT (9) 3 3 R021 Thickness of building foundation (m) ' 1.500E-01 ' 1.500E-01 ' FLOOR1 R021 'Bulk density of building foundation (g/cm*3) '2.400E+00 ' 2.400E+00 DENSFL R021 'Total porosity of the cover material ' 4.000E-01 ' 4.000E-01 3 TPCV R021 3Total porosity of the building foundation ' 1.000E-01 3 1.000E-01 3 TPFL R021 'Volumetric water content of the cover material ' 5.000E-02 '5.000E-02 3 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 Attachment 6, 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 Attachment 6, Page 41 lRESRLAD, Version 6.21 TSz Limit - 30 days 12/20/2004 11:40 Page 19 Summary : YR Material to WCS - concrete run File: YR to WCS concrete.RAD Contaminated Zone Dimensions Initial Soil Concentrations, pCi/g Area: 313.00 square meters Ag-108m 1.000E+00 Thickness: 21.00 meters Am-241 1.000E+00 Cover Depth: 4.60 meters 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 Attachment 6. 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 Attachment 6, 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 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 Attachment 6, 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 Attachment 6, Page 45 1RESRAD, Version 6.21 Ta Limit - 30 days 12/07/2004 11:12 Page 2 Summary : YR Material to WCS - steel run 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 Attachment 6, 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 33.200E-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 Attachment 6, 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 Attachment 6, 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 Po-210 , plant/soil concentration ratio, dimensionless l.OOOE-03 3 1.OOOE-03 RTF(23,1)

D-34 Po-210 , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 5.OOOE-03 3 5.000E-03 3 RTF(23,2)

D-34 Po-210 , milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 3.400E-04 a 3.400E-04 RTF(23,3)

D-34 D-34 Pu-238 , plant/soil concentration ratio, dimensionless l.OOOE-03 3 1.OOOE-03 RTF(24,1)

D-34 Pu-238 , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 1.OOOE-04 3 1.000E-04 RTF(24,2)

D-34 Pu-238 , milk/livestock-intake ratio, (pCi/L)/(pCi/d) l.OOOE-06 3 1.OOOE-06 RTF(24,3)

D-34 3 3 D-34 Pu-239 , plant/soil concentration ratio, dimensionless  : l.OOOE-03 3 1.OOOE-03 RTF(25, 1)

D-34 Pu-239 , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 1.000E-04 3 1.OOOE-04 RTF(25,2)

D-34 Pu-239 , milk/livestock-intake ratio, (pCi/L)/(pCi/d) 1.OOOE-06 3 1.OOOE-06 RTF(25,3)

D-34 3 3 D-34 Pu-241+D , plant/soil concentration ratio, dimensionless 1.OOOE-03 3 1.OOOE-03 RTF(26,1)

D-34 Pu-241+D , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 l.OOOE-04 3 1.000E-04 RTF(26,2)

D-34 Pu-241+D , milk/livestock-intake ratio, (pCi/LI/(pCi/d) 3 l.OOOE-06 3 1.000E-06 RTF(26,3)

D-34 3 3 D-34 Ra-226+D , plant/soil concentration ratio, dimensionless 3 4.000E-02 3 4.000E-02 RTF(2B, 1)

D-34 Ra-226+D , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 1.OOOE-03 3 1.OOOE-03 ' RTF(28,2)

D-34 Ra-226+D , milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 1.OOOE-03 3 l.OOOE-03 3 RTF(28,3)

D-34 3 3 D-34 Sb-125 , plant/soil concentration ratio, dimensionless 3 1.OOOE-02 1.OOOE-02 RTF(29,1)

D-34 Sb-125 , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 1.OOOE-03 1.OOOE-03 RTF(29,2)

D-34 Sb-125 , milk/livestock-intake ratio, (pCi/L)/(pCi/d) 1.OOOE-04 3 1.OOOE-04 RTF(29,3)

D-34 D-34 Sr-90+D , plant/soil concentration ratio, dimensionless 3.0005E-01 3.OOOE-01 RTF(31,1)

D-34 Sr-90+D , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 8.000E-03 3 8.000E-03 3 RTF(31,2)

D-34 Sr-90+D , milk/livestock-intake ratio, (pCi/L)/(pCi/d) 2.000E-03 3 2.000E-03 RTF(31,3)

D-34 D-34 Tc-99 , plant/soil concentration ratio, dimensionless 5.OOOE+00 5.000E+00 RTF(32, 1)

D-34 Tc-99 , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 1.OOOE-04 3 1.OOOE-04 3 RTF(32,2)

D-34 Tc-99 , milk/livestock-intake ratio, (pCi/L)/(pCi/d) 3 l.OOOE-03 3 1.000-03 3 RTF(32,3)

D-34 3 3 D-34 Te-125m , plant/soil concentration ratio, dimensionless  : 6.000E-01 3 6.000E-01 RTF(33,1)

D-34 Te-125m , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3 7.000E-03 3 7.000E-03 RTF(33,21 D-34 Te-125m , milk/livestock-intake ratio, (pCi/L)/(pCi/d) 5.000E-04 3 5.000E-04 RTF(33,3) 3 3 D-34 D-34 Th-229+D , plant/soil concentration ratio, dimensionless 1.OOOE-03 3 1.OOOE-03 , RTF(34,1)

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

D-34 Th-229+D , milk/livestock-intake ratio, (pCi/L)/(pCi/d) 5.000E-06 3 5.000E-06 3 RTF(34.3)

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

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

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

D-34 D-34 U-233 , plant/soil concentration ratio, dimensionless 2.500E-03 3 2.500E-03 RTF(36,1)

D-34 U-233 , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3.400E-04 3 3.400E-04 3 RTF(36,2)

D-34 U-233 , milk/livestock-intake ratio, (pCi/L)/(pCi/d) 6.OOOE-04 3 6.000E-04 RTF(36,3)

D-34 3 a D-34 U-234 , plant/soil concentration ratio, dimensionless 2.500E-03 2 2.500E-03 RTF(37,1)

D-34 U-234 , beef/livestock-intake ratio, (pCi/kg)/(pCi/d) 3.400E-04 3 3.400E-04 2 RTF(37,2)

D-34 U-234 , milk/livestock-intake ratio, (pCi/L)/(pCi/d) 1 6.OOOE-04 3 6.000E-04 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 Attachment 6, 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 'Ac-227+D , fish 1.500E+01 1.500E+01 2 BIOFAC( 1,1)

D-5 Ac-227+D , crustacea and mollusks 1.OOOE+03 1.OOOE+03 2 BIOFAC( 1,2)

D-5 D-5 Ag-108m+D, fish 5.OOOE+00 5.OOOE+00 ' BIOFAC( 2,1)

D-5 ' Ag-108m+D, crustacea and mollusks 7.700E+02 7.700E+02 'BrOFAC( 2,2)

D-5 D-5 Am-241 fish 3.OOOE+01 3.OOOE+01 ' BIOFAC( 3,1)

D-5 ' Am-241 crustacea and mollusks 1.OOOE+03 1.OOOE+03 3 BIOFAC( 3,2)

D-5 D-5 Am-243+D , fish 3.000E+01 3.OOOE+01 ' BIOFAC( 4,1)

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

D-5 D-5 C-14 , fish 5.OOOE+04 5.000E+04 ' BIOFAC( 5,1)

D-5 3 C-14 , crustacea and mollusks 9. 100+E03 9.100E+03 2 BIOFAC( 5,2)

D-5 D-5 ' Cm-243 , fish 3.OOOE+01 3.OOOE+01 ' BIOFAC( 6,1)

D-5 ' Cm-243 , crustacea and mollusks 1.OOOE+03 1.OOOE+03 ' RIOFAC) 6,2)

D-5 D-5 Co-60 , fish 3.000E+02 3.000E+02 ' erOFAC( 8,1)

D-5 Co-60 , crustacea and mollusks 2.000E+02 2.OOOE+02 ' BIOFAC( 8,2)

D-5 D-5 ' Cs-134 , fish 2.OOOE+03 2.000E+03 2 BIOFAC( 9,1)

D-5 2 Cs-134 , crustacea and mollusks 1.OOOE+02 1.000E+02 3 BIOFAC( 9,2)

D-5 D-5 2 Cs-137+D , fish 2.OOOE+03 2.000E+03 ' BIOFAC(10,1)

D-5 ' Cs-137+D , crustacea and mollusks 1.OOOE+02 1.OOOE+02 ' BIOFAC(10,2)

D-5 D-5 ' Eu-152 , fish 5.OOOE+0l 5.000E+01 BIOFAC(l1,l)

D-5 3 Eu-152 , crustacea and mollusks 1.OOOE+03 1.OOOE+03 ' BIOFAC(11,2)

D-5 D-5 ' Eu-154 fish 5.OOOE+01 5.OOOE+01 ' BIOFAC(13,1)

D-5 2 Eu-154 crustacea and mollusks 1.000E+03 1.OOOE+03 BIOFAC(13,2)

D-5 D-5 Eu-155 , fish 5.OOOE+01 5.OOOE+01 BIOFAC(14,1)

D-5 Eu-155 , crustacea and mollusks 1.OOOE+03 1.OOOE+03 ' BIOFAC(14,2)

D-5 D-5 Fe-55 , fish 2.OOOE+02 2.000E+02 BIOFAC(1,l)

D-5 ' Fe-55 , crustacea and mollusks 3.200E+03 3.200E+03 ' BIOFAC(15,2)

D-5 D-5 Gd-152 , fish 2.500E+01 2.500E+01 'BIOFAC(16,1)

D-5 ' Gd-152 , crustacea and mollusks 1.OOOE+03 1.OOOE+03 'BIOFAC(16,2)

D-5 D-5 'H-3 , fish 1.OOOE+00 1.OOOE+O0 ' BIOFAC(17,1)

D-5 ' H-3 , crustacea and mollusks 1.OOOE+00 l.OOOE+00 ' BIOFAC(17,2)

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 Attachment 6, 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 Nb-94 , fish ' 3.OOOE+02 ' 3.'OOE402 3BI0FAC(8,01 D-5 Nb-94 , crustacea and mollusks 1.OOOE+02 1.000'402 3BIEAC('8,2)

S 2 D-5 D-5 Ni-63 , fish ' 1.000E+02 1.000E.02 B1OFAC(E9,I2 D-5 Ni-63 , crustacea and mollusks '1.000E+02 3 1.000'.02 BIOFAC(19,2) 2 3 D-5 D-5 Np-237+D , fish 2 3.000E+01 3.000'+01 BIOFAC(20,3)

D-5 Np-237+D , crustacea and mollusks '4.000E+02 3 4.OOOE+02 BIOFAC(20,2)

• 2 D-5 D-5 Pa-231 , fish ' 1.000E+01 ' 1.000'401 BIOFAC52El)

D-5 Pa-231 , crustacea and mollusks 31.100E+02 3 1.100502 3BIOFACC21,2) 3 3 D-5 D-5 Pb-210+D , fish 23.0005402 3 3.'00E+02 BIOFAC(22,6)

D-5 Pb-210.D crustacea and mollusks 3 1.000E+02 I 1.000E+02 BIOFAC(22,2)

D-5 D-5 Po-210 , fish 1.000E+02 BIOFAC(23,1)

D-5 Po-210 , crustacea and mollusks ' 2.000E+04 I 2.OOOE+04 ' BIOFAC(23,2) 2 3 D-5 D-5 Pu-238 , fish :3.0005+01 3 3.000E+01 BIOFAC(24,1)

D-5 Pu-238 crustacea and mollusks 31.000E+02 ' 1.000E+02 BIOFAC(24,2) 3 3 3 D-5 D-5 Pu-239 , fish 3 3.0005+01 3.000E+01 'BIOFAC(25,I)

D-5 Pu-239 , crustacea and mollusks ' 1.OOOE+02 ' 1.000E+02 'BIOFAC(25,2)

D-5 D-5 Pu-241+D , fish :3.0005.01 3 3.000E+01 ' BIOFAC(26,1)

D-5 Pu-241+D , crustacea and mollusks I1.000E+02 3 1.000E+02 3 BIOFAC(26,2) 2 3 D-5 D-5 Ra-226+D , fish 15.0005+01 3 5.000E+01 ' BIOFAC(28,I)

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

D-5 D-5 Sb-125 , fish 3.OOOE+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 2 6.000E+01 2 6.000E+01 BIOFAC(3l,1)

D-5 Sr-90+D crustacea and mollusks 31.000E+02 3 1.000E+02 3 BIOFAC(31,2) 3 3 D-5 D-5 Tc-99 , fish  : 2.000E401 3 2.000E+01 3BIOFAC(32,1)

D-5 Tc-99 , crustacea and mollusks '5.000E+00 3 5.000E+00 2 BIOFAC(32,2) 2 2 D-5 D-5 Te-125m , fish '4.000E+02 ' 4.000E+02 'BIOFAC(33,1)

D-5 Te-125m crustacea and mollusks I7.500E+01 3 7.500E+01 ' BIOFAC(33,2) 3 2 D-5 D-5 Th-229+D , fish 1.000+E02 ' BIOFAC(36,1)

'1.000E+02 ' 2.000E+01 BIOFAC(34,1)

D-5 Th-229+D , crustacea and mollusks I5.000E+02 3 5.000E+02 BIOFACC34,2) 2 2 D-5 7.500E+01 '3BIOFAC(36,2)

D-5 Th-230 , fish '1.000E+02 ' 1.000E+02 ' BIOFAC(35,1)

D-5 Th-230 , crustacea and mollusks 35.000E+02 3 5.000E+02 BIOFAC(35,2) 1.0E0 3 BOA(41 3 3 D-5 D-5 U-233 . fish :1.0005401 .: 6.OOOE+01 ' BIOFAC(36,1)

D-5 U-233 crustacea and mollusks 36.000E+01 3 3 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 Attachment 6, 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 Attachment 6, Page 52 IRESRAD, Version 6.21 Tv Limit - 30 days 12/07/2004 11:12 Page 9 Summary : YR Material to WCS - steel run 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 3

Roll Area of contaminated zone (m *2) 35.800E+01 1.OOOE+04 ARSA Roll Thickness of contaminated zone (m) 2.000E+00 3 2.000Et03 THICKO R012 Length parallel to aquifer flow (m) 9.000E+00 ' 1.000E+02 LCZPAQ R011 Basic radiation dose limit (mrem/yr) 1.OOOE+00 2.500E+01 3 3BRDL Rol1 Time since placement of material (yr) O.OOOE00 O.OOOE+000 TI R011 Times for calculations (yr) 1.OOOE+00 1.OOOE+00 TI 2)

RD11 Times for calculations (yr) 3.000E+00 3 3.000E+00 TI 3)

Rol1 Times for calculations (yr) 1.OOOE+01 ' l OOOE+01 T( 4)

R011 Times for calculations (yr) 3.000E+01 3.000E+01 TI 5)

R011 Times for calculations (yr) 31.OOOE+02 1.OOOE+02 TI 6)

Roll Times for calculations Cyr) 3.000+E02 3.000E+02 3TI 7)

Ro11 Times for calculations (yr) 1.OOOE+03 1.OOOE+03 3T( 8)

ROll Times for calculations (yr? not used O.OOOE+0300 T( 91 R011 Times for calculations (yr) not used O.OOOE00 T (10)

S 3 3 R012 Initial principal radionuclide (pci/g): Ag-108m 31.OOOE+00 O.OOOE+00 ___

SI( 2)

R012 Initial principal radionuclide (pci/g): Am-241 3.OOOE+00 O.OOOE+00 ___ 3S1( 3)

R012 Initial principal radionuclide (pCi/g): C-14 I1.000E+00 3O.OOOE+0 ___

SI ( 5)

R012 Initial principal radionuclide (pCi/g): Cm-243 l.OOOE+00 3 0.000E+00 Si( 6)

RD 12 Initial principal radionuclide IpCi/g): Co-60 l.OOOE+00 O.OOOE+0I00 ___

1S( a)

R012 Initial principal radionuclide IpCi/g): Cs-134 1.000E+00 O.OOOE+00 ___ 3S( 9)

R012 Initial principal radionuclide IpCi/g): Cs-137 1.000E+00 O.OOOE+00 ___

3SIMl)

R012 Initial principal radionuclide fpci/g): Eu-152 31.000E+00 O.OOOE+00 ___

Sl(ll)

RD 12 Initial principal radionuclide Ipci/g): Eu-154 1.OOOE+00 O.OOOE+00 3Sl(13)

R012 Initial principal radionuclide Ipci/g): Eu-155 1.OOOE+00 O.OOOE+00 ___

RD 12 Initial principal radionuclide IpCi/g): Fe-55 1.OOOE+00 O.OOOE+00 ___

RD 12 Initial principal radionuclide IpCi/g): H-3 l.OOOE+00

• O.OOOE+00 _ __

S1(17)

R012 Initial principal radionuclide IpCi/g): Nb-94 1.000E+00 O.OOOE+00 __ _

S1 (18)

R012 Initial principal radionuclide (pCi/g): Ni-63 1.OOOE+00 3 O.OOOE+00 __ _

S(119)

R012 Initial principal radionuclide Ipci/g): Pu-238 31.OOOE+00 O.OOOE+00 __ _

S1(24)

R012 Initial principal radionuclide (pCi/g): Pu-239 1.OOOE+00 O.OOOE+00 3 Si1 25)

R012 Initial principal radionuclide (pCi/g): Pu-241 1.OOOE+00 0.000E+00 S1(26)

R012 Initial principal radionuclide (pCi/g): Sb-125 1.OOOE+00 ' 0.000E+00 ___

S1S(29)

R012 Initial principal radionuclide (pci/g): Sr-90 1.OOOE+00 O.OOOE+00 ___

S1(31)

R012 Initial principal radionuclide (pci/g): Tc-99 l.OOOE+00 O.OOOE+00 __ _

S11(32)

R012 Concentration in groundwater (pCi/L) Ag-108m not used 0.OOOE+00 ___

WI( 2)

R012 Concentration in groundwater (pCi/L) Am-241 not used O.OOOE+00 ___

Wi( 3)

R012 Concentration in groundwater (pCi/L1: C-14 not used O.OOOE+00 3WI( 5)

R012 Concentration in groundwater (pCi/L): Cm-243 not used O.OOOE+00 3W1( 6)

R012 Concentration in groundwater (pCi/L): Co-60 not used O.OOOE+00 _ __

2W1( 8)

R012 Concentration in groundwater (pCi/L): Cs-134 not used O.OOOE+OO _ __ W1( 9)

R012 Concentration in groundwater (pCi/L): Cs-137 not used O.OOOE+OO _ __

3WI(10)

R012 Concentration In groundwater (pCi/L): Eu-152 not used 3 0.000E+00 __ _

R012 Concentration in groundwater (pCi/L): Eu-154 not used O.OOOE+O0 O ___

W1(13)

R012 Concentration in groundwater (pCi/L): Eu-155 not used O.OOOE+00 ___

W1(14)

R012 Concentration in groundwater (pCi/L): Fe-55 not used O.OOOE+00 W1(15)

R012 Concentration in groundwater (pCi/L): H-3 not used O.OOOE+00 ___

W1(17)

R012 Concentration in groundwater (pCi/L): Nb-94 not used 3 O.OOOE+OO W11(18)

R012 Concentration in groundwater (pCi/L): Ni-63 not used O.OOOE+00 W1(19)

R012 Concentration in groundwater (pCi/L) Pu-238 not used O.OOOE+000 W1 (24)

R012 Concentration in groundwater (pCi/L) Pu-239 not used 3 O.OOOE+OO 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 Attachment 6, Page 53 I lRESRAD, Version 6.21 Tc Limit - 30 days 12/07/2004 11:12 Page 10 Summary : YR Material to WCS - steel run 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 2 Concentration in groundwater (pCI/L): Pu-241 not used 3O.OOOE+OO 2 WI(26)

R012 Concentration in groundwater (pCi/L): Sb-125 not used 2O.OOOE+00 2 2 Wl(29)

R012 2 Concentration in groundwater (pCi/LI: Sr-90 not used 30.000E+00 3 Wl(31)

R012 Concentration in groundwater (pCi/L1 Tc-99 not used 20.000E+00 2 Wl(32) 3 2 2 R013 Cover depth (m) 4.600E+0O :O.OOOE+0O 3 COVERO R013 Density of cover material (g/cm**31 2.100E+OO 3l.500E+0O 2 s DENSCV R013 Cover depth erosion rate (m/yr) 1.830E-06 31.OOOE-03 2 2 VCV R013 Density of contaminated zone (g/cml*3) l.510E+00 1.500E+00 3 DENSCZ R013 Contaminated zone erosion rate (m/yr) 1.OOOE-03 31.00OE-03 2 2 VCZ R013 Contaminated zone total porosity 4.300E-01 34.0005E-01 TPCZ R013 Contaminated zone field capacity 5.O00E-02 32.OOOE-+l 2 FCCZ R013 Contaminated zone hydraulic conductivity (m/yr) 2.506E+03 3 1.00013401 3 2 HCCZ R013 Contaminated zone b parameter 9.750E-Ol 25.300E+00 3 BCZ R013 Average annual wind speed (m/sec) 2.O00E+OO 22.000E+00 3 WIND R013 Humidity in air (g/m-3) 8.000E+00 38.000E+00 3 3 HUMID R013 Evapotranspiration coefficient 9.500E-01 25.000E-01 3 2 EVAPTR R013 Precipitation (m/yr) 3.550E-0l 2l.OOOE+OO I 2 PRECIP R013 Irrigation (m/yr) 2.000E-0O 22.000E-01 3 ' RI R013 Irrigation mode overhead overhead 2 2 IDITCH R013 Runoff coefficient 4.OOOE-01 32.000E-01 2 3 RUNOFF R013 2Watershed area for nearby stream or pond (m*12) 1.OOOE+06 1.OOOE+06 3 3 WARZFA R013 Accuracy for water/soil computations 1.OOOE-03 31.000E-03 3 EPS 2 2 R014 Density of saturated zone (g/cm**3) 1.520E+00 1.500E+00 DENSAQ R014 Saturated zone total porosity 4.000E-01 a4.000E-01 3 3 TPSZ R014 Saturated zone effective porosity 3.200E-01 22.000E-01 3 2 EPSZ R014 Saturated zone field capacity 8.000E-02 32.000E-01 3 2 FCSZ R014 Saturated zone hydraulic conductivity (m/yr) 5.500E+03 21.OOOE+02 3 2 HCSZ R014 Saturated zone hydraulic gradient 2.000E-02 32.000E-02 3 2 HGWT R014 *Saturated zone b parameter 4.050E+00 25.300E+00 O 2 BSZ R014 Water table drop rate (m/yr) 1.000E-03 31.OOOE-03 3 VWT R014 Well pump intake depth (m below water table) l.OOOE+0l 1.OOOE+01 DWIBWT R014 Model: Nondispersion (ND) or Mass-Balance (MB) ND 3ND 3

MODEL R014 Well pumping rate (m**3/yr) 2.500E+02 32.500E+02 I UW 2 2 R015 Number of unsaturated zone strata I '1 NS R015 Unsat. zone 1, thickness Cm) 3.000E+02 34.000E+0D 3 R015 Unsat. zone 1, soil density (g/cm**31 2.100E+00 3l.500E+DO 3

• DENSUZ(1)

RD15 Unsat. zone 1, total porosity 4.200E-01 '4.OOOE-O1 2

• TPUZM1)

R0 15 3Unsat. zone 1, effective porosity 6.000E-02 32.0005E-01 EPUZ(l)

R015 Unsat. zone 1, field capacity 3.600E-01 '2.000E-01 3 FCUZ(l)

R015 Unsat. zone 1, soil-specific b parameter 1.140E+01 '5.300E+OO I BUZ(l)

R015 Unsat. zone 1, hydraulic conductivity (m/yr) l.OOOE-03 1.OOOE+01 3 2 HCUZ(l) 2 2 R016 Distribution coefficients for Ag-108m 2 2 R016 Contaminated zone (cm* 3/g) 2.160E+02 2 0.000E+00 2 DCNUCC( 2)

R016 Unsaturated zone 1 (cm *3/g) 1.800E+02 ' 0.000.E00 3 ___ 2 DQNUCU( 2,1)

R016 Saturated zone (cm**3/g) 9.OOOE+01 '. O.000E+002 DCNUCS( 2)

R016 Leach rate (/yr) O.OOOE+00 3O.OOOE+00 2 3.16se-05 ALEACHU 2)

R016 a Solubility constant O.OOOE+00 3O.OOOE+00 I not used 3 SOLUBK( 2)

Il 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 Attachment 6, 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 Distribution coefficients for Am-241 R016 3 Contaminated zone (cm-3/9) '1.445E+03 ' 2.0000E+1 ' DCNUCC( 3)

R016 3 Unsaturated zone 1 (cm**3/g) ' 8.400E+03 ' 2.000E+01 ' 3 DCNUCUt 3,1)

R016 3 Saturated zone (cm**3/g) ' 1.900E+03 ' 2.000E+O1 'DCNUCS( 3)

R016 3 Leach rate (/yr) ' O.OOOE+00 ' 0.OOOE+0'00 4.732E-06 'ALEACH( 3)

R016 3 Solubility constant ' O.OOOE+00 ' 0.OOOE+0'00 not used 'SOLUBK( 3) 3 3 R016 ' Distribution coefficients for C-14 3 3 R016 ' Contaminated zone (cm**3/9) ' 1.100E+01 30.000E+003 'DCNUCC( 5)

R016 3 Unsaturated zone 1 (cm**3/g) ' 1.OOOE+00 O.OOOE+0O 'DCNUCU( 5,1)

R016 a Saturated zone (cm**3/g) 3 5.000E+00 3O.OOOE+00 ' 'DCNUCS( 5)

R016 3 Leach rate (/yr) ' O.OOOE+00 O.OOOE+00 3 6.197E-04 'ALEACH( 5)

R016 3 Solubility constant ' O.OOOE+00 'O.OOOE+00 not used 'SOLUBK( 5) 3 3

' O.OOOE+OO 3 R016 ' Distribution coefficients for Cm-243 3 3 R016 3 Contaminated zone (cm-3/g) ' 6.761E+03 'DCNUCC( 6)

R016 ' Unsaturated zone 1 (cm**3/9) ' 6.000E+03 3-1.OOOE+00 3 ' DCNUCU( 6,1)

R016 3 Saturated zone (cas*3/g) ' 4.000E+03 3-1.000E,00 3 'DCNUCS( 6)

R016 3 Leach rate (/yr) ' O.OOOE+00 30.OOOE+00 3 1.011E-06 ' ALEACH( 6)

R016 3 Solubility constant ' O.OOOE+00 30.000E.003 not used ' SOLUBK( 6) 313.OOOE+0 3 R016 ' Distribution coefficients for Co-60 '3O.OOOE+OO I R016 3 Contaminated zone (cm**3/g) ' 2.350E+02 ' O.OOOE+00 ' ' DCNUCC( 8)

R016 3 Unsaturated zone 1 (cm--3/g) ' 5.500E+02 ' DCNUCU( 8,1)

R016 3 Saturated zone (cm**3/g) ' 6.000E+01 ' 1.OOOE+03 3 ' DCNUCS( 8)

R016 3 Leach rate (/yr) ' O.OOOE+00 ' 0.OOOE+03 3 2.909E-05 ' ALEACH( 8)

R016 3 Solubility constant ' 1.000E.03 32 O.OOOE+00 3 O.OOOE+00 not used ' SOLUBK( 8) 3 O.OOOE+ 3 R016 ' Distribution coefficients for Cs-134 R016 ' Contaminated zone (cm--3/g) ' 4.460E+02 2 1.OOOE+03 I ' DCNUCC( 9)

R016 ' Unsaturated zone I (cm-3/g) 1.900E+03 1 ' 1.OOOE+03 3 ' DCNUCU( 9 1)

R016 ' Saturated zone (cml*3/g) ' 2.800E+02 3 1.OOOE+03 I 'DCNUCS( 9)

R016 3 Leach rate (/yr) ' 0.000E+00 ' 0.0000E+0 1.533E-05 'ALEACH( 9)

R016 3 Solubility constant ' O.OOOE+00 ' O.OOOE+00 ' not used 'SOLUBK( 9) 3 3 R016 3 Distribution coefficients for Cs-137 3

' l.OOOE+03 3 I

R016 3 Contaminated zone (cm**3/g) ' 4.460E+02 ' DCNUCC( 10)

R016 l Unsaturated zone 1 (cm**3/g) ' 1.900E+03 ' 1.000E+03 ' ' DCNUCU( 10,1)

R016 3 Saturated zone (cm-*3/g) ' 2.800E+02 ' 1.OOOE+00 I ' DCNUCS( 10)

R016 3 Leach rate (/yr) ' O.OOOE+0O 0

' O.OOOE+0O 1.533E-05 ' ALEACH( 10)

R016 3 Solubility constant ' O.OOOE+O0 3 0.000E+00 not used ' SOLUBK( 10) 3 3 R016 ' Distribution coefficients for Eu-152 R016 3 Contaminated zone (cm**3/g) ' 8.250E+02 8.24 9E+02 'DCNUCC( 11)

R016 3 Unsaturated zone 1 (cml*3/g) '-1.OOOE+00 '_l.OOOE+OO 3 8.24 9E+02 'DCNUCU( 11,1)

R016 ' Saturated zone (cm**3/g) '-1.OOOE+00 *_l.OOOE+OO 3 8.249E+02 'DCNUCS( 11)

R016 3 Leach rate C/yr) ' O.OOOE+00 ' O.OOOE+0O 8.2895E-06 'ALEACH( 11)

R016 3 Solubility constant ' O.OOOE+00 ' O.OOOE+OO0 not used '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 Attachment 6, 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 Attachment 6. Page 56 lRESRAD, Version 6.21 To Limit - 30 days 12/07/2004 11:12 Page 13 Summary : YR Material to WCS - steel run 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 NameM~ z AMARAAMAA R016 3Distribution coefficients for Pu-239 R016 ' Contaminated zone (cma*3/g) 9.530E+02 2.000E+03 ' ' DCNUCC(25)

R016 ' Unsaturated zone 1 (cm'*3/g) 5.100E+03 2.OOOE+03 3 ' DCNUCU(25,1)

R016 3 Saturated zone (cm-3/g) 5.500E+02 2.000E+03 ' DCNUCS(25)

R016 3 Leach rate (/yr) O.OOOE+00 O.OOOE+00 7. 175E-06 ALEACH(25)

R016 3 Solubility constant O.OOOE+00 O.OOOE+00 3 not used SOLUBK(25)

R016 Distribution coefficients for Pu-241 R016 ' Contaminated zone (cm**3/g) 9.530E+02 2.000E+03 ' DCNUCC(26)

R016 2 Unsaturated zone 1 (cm^*3/g) 5.100E+03 2.000E+03 3 DCNUCU (26, 1)

R016 3 Saturated zone (cm-*3/g) 5.500E+02 2.000E+03 3 3 DCNUCS(26)

R016 ' Leach rate (/yr) O.OOOE+00 O.OOOE+00 ' 7.175E-06 $ ALEACH(26)

R016 ' Solubility constant O.OOOE+00 O.OOOE+00 ' not used ' SOLUBK(26)

R016 Distribution coefficients for Sb-125 R016 ' Contaminated zone (cm**3/g) 3.800E+02 0.000E+00 DCNUCC(29)

R016 I Unsaturated zone 1 (cm*3/g) 2.500E+02 0.000E+003 ' DCNUCU(29,1)

R016 2 O.OOOE+OO 3 Saturated zone (cm**3/g) 4.500E+0O ' DCHUCS(29)

R016 ' Leach rate (/yr) O.OOOE+00 O.OOOE+00 3 1 .799E-05 3 ALEACH)(29)

R016 Solubility constant O.OOOE+00 O.OOOE+00 3 not used ' SOLUBK(29)

R016 Distribution coefficients for Sr-90 O.OOOE+OO1 R016 3 Contaminated zone (cmn*3/g) 3.200E+01 3.000E+01 ' ' DCNUCC(31)

R016 3 Unsaturated zone 1 (cml*3/g) 1.100E+02 3.000E+01 ' ' DCNUCU(31,l)

R016 ' Saturated zone (cm-*3/g) 1.500E+01 3.OOOE+0O ' DCNUCS(31)

R016 3 Leach rate (/yr) O.OOOE+00 2.135E-04 ' ALEACH(31)

R016 3 Solubility constant O.OOOE+00 O.OOOE+00 not used ' SOLUBK(31)

R016 3Distribution coefficients for Tc-99 0.000E.003 R016 ' Contaminated zone (cm**3/g) 5.100E-01 O.OOOE+00 3 ' DCNUCC(32)

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

U 1.000E+00 ' DCNUCU (32, 1)

R016 Saturated zone (cm**3/g) 1.000E-01 O.OOOE+00 3 3 DCNUCS(32)

R016 Leach rate (/yr) O.OOOE+00 O.OOOE+00 3 1 .259E-02 J ALEACH(32)

R016 Solubility constant O.OOOE+00 O.OOOE+00 not used ' SOLVBK(32)

R016 Distribution coefficients for daughter Ac-227 R016 3 Contaminated zone (cml*3/g) 8.250E+02 2.000E+01 ' DCNUCC( 1)

R016 3 Unsaturated zone 1 (cmn*3/g) 2.400E+03 2.000E+01 3 DCNUCU( 1.1)

R016 I Saturated zone (cm"3/g) 4.500E+02 2.000E+01 3 DCNUCS( 1)

R016 l Leach rate (/yr) O.OOOE+00 O.OOOE+00 ' 8.288E-06 3 ALEACH( 1)

R016 3 Solubility constant O.OOOE+00 O.OOOE+00 ' not used 3 SOLUBK( 1)

R016 'Distribution coefficients for daughter Am-243 R016 ' Contaminated zone (cm**3/g) 1.445E+03 2.000E+01 3 ' DCNUCC( 4)

R016 ' Unsaturated zone 1 (cm*'3/g) 8.400E+03 2.000E+01 ' ' DCNUCU( 4,1)

R016 ' Saturated zone (cm**3/g) 1.900E+03 2.000E+01 ' ' DCNUCS( 4)

R016 3 Leach rate (/yr) O.OOOE+00 O.OOOE+00 4.732E-06 ' ALEACH( 4)

R016 l Solubility constant O.OOOE+00 O.OOOE+00 3 not used $ SOLUBK( 4)

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 Attachment 6, Page 57 IRESRAD, Version 6.21 Ta Limit - 30 days 12/07/2004 11:12 Page 14 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 Gd-152 3 3 3 R016 Contaminated zone (cm *3/g) 3 8.250E+02 :-1.000E+00 8.249E+02 DCTUCC(16)

R016 Unsaturated zone 1 (cm*i3/g) 3-1.000E+00 -1.000E+00 8.249E+02 3 DCNUCU(16,1)

R016 Saturated zone (cm*z3/g) 3-1.000E+00 3-1.000E+00 8.249E+02 3 DCNUCS(16)

R016 Leach rate (/yr) 0.000E+00 3 0.OOOE+00 8.289E-06 ALEACH(16)

R016 Solubility constant 0.000E+00 ' 0.000E+00 not used 3 SOLUBK(16) 3 3 R016 Distribution coefficients for daughter Np-237 3 3 R016 Contaminated zone Icm- 3/g) ,1.700E+01 ' DCNUCC(20)

R016 Unsaturated zone 1 (cm 3/g) 35.500E+01 3-1.000E+00 3 DCNUCU(20,1)

R016 Saturated zone (cm*3/g) 35.000E+00 3-1.000E+00 I a DCNUCS(20)

R016 Leach rate (/yr) I-1.OOOE+003 O.OOOE+00 30.OOOE+00 4.014E-04 3 ALEACH(20)

R016 Solubility constant 0.000E+00 30.000E+00 not used ' SOLUBK(20) 3 3 R016 Distribution coefficients for daughter Pa-231 3 3 R016 Contaminated zone (cm *3/g) 33.800E+02 35.000E+01 3 DCNUCC(21)

R016 Unsaturated zone 1 (cm*3/g) I2.700E+03 35.000E+01 DCNUCU(21,1)

R016 Saturated zone (cm*3/g) 35.500E+02 5.000E+01 3 DCNUCS(21)

R016 Leach rate (/yr) 0.000E+00 30.OOOE+00 1.799E-05 ALEACH(21)

RO16 Solubility constant 0.000E+00 0.OOOE+00 2 not used s SOLUBK(21)

. 3 R016 Distribution coefficients for daughter Pb-210 3 3 R016 Contaminated zone (cm-3/g) 32.392E+03 S1.000E+02 DCNUCC(22)

R016 Unsaturated zone 1 (cm**3/g) 35.500E+02 *1.OOOE+02 3 3 DCNUCU(22,1)

R016 Saturated zone (cm1*3/g) 2.700E+02 *1.000E+02 DCNUCS(22)

R016 Leach rate (/yr) 30.000E+00 0.000E+00 2.859E-06 ALEACH(22)

R016 Solubility constant 0.000E+00 0.000E+00 not used SOLUBK(22) 3 3 R016 Distribution coefficients for daughter Po-210 3 3 R016 Contaminated zone (cm 3/g) 31.810E+02 31.000E+01 3 DCNUCC(23)

R016 Unsaturated zone 1 (cma 3/g) 33.000E+03 3 1.OOOE+0 1 3 3 DCNUCU(23,l) 21.000E+01I R016 Saturated zone (cma 3/g) 21.500E+02 Il.OOOE+0l DCNUCS(23)

R016 Leach rate (/yr) 0.000E+00 I 0.000E+00 3.777E-05 3 ALEACH(23)

R016 Solubility constant 0.000E+00 70.000E+00 2 not used 3 SOLUBK(23) 3 3 Distribution coefficients for daughter Ra-226 3 3 R016 3 R016 I Contaminated zone (cm**3/g) .3.533E+03 27.000E+01 . DCNUCC(28)

R016 3 Unsaturated zone 1 (cm**3/g) 39.100E+03 37.000E+01 ' DCNUCU(28,l)

R016 I Saturated zone (cm^*3/g) 35.000E+02 37.000E+01 3 2 DCNUCS(28)

R016 3 Leach rate (/yr) 0.000E+00 0.000E+00 3 1.935E-06 3 ALEACH(28)

R016 3 Solubility constant 30.000E+00 30.000E+00 3 not used ' SOLUBK(28) 3 3 3 3 R016 3 Distribution coefficients for daughter Te-125m R016 Contaminated zone (cm**3/g) 33.800E+01 3 0.000E+00 3 , DCNUCC(33)

R016 3 Unsaturated zone 1 (cm 3/g) 37.200E+02 a0.OOOE+00 3 DCNUCU(33,1)

R016 3 Saturated zone (c**3/g) 31.250E+02 30.000E+00 3 DCNUCS(33)

R016 3 Leach rate (/yr) 0.OOOE+00 > 0.000E+00 1.798E-04 2 ALEACH(33)

R016 3 Solubility constant 0.000E+00 b 0.000E+00 not used 2 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 Attachment 6, 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) 5.884E+03 6.000E+04 DCNUCC(34)

P016 Unsaturated zone 1 t(cm"3/g) 5.800E+03 6.000E+04 DCNUCU(34,1)

R016 Saturated zone (cm*3/g) 3.200E+03 6.000E+04 3 DCNUCS(34)

R016 Leach rate (/yr) O.OOOE+00 O.OOOE+00 1.162E-06 ALEACH(34)

R016 Solubility constant O.OOOE+00 O.OOOE+00 not used SOLUBK(34)

R016 Distribution coefficients for daughter Th-230 R016 Contaminated zone (cm ^3/g) 5.884E+03 6.000E+04 3 DCNUCC(35)

R016 Unsaturated zone 1 (cm**3/g) 5.800E+03 6.OOOE+04 DCNUCU(35,1)

R016 Saturated zone (cm^^3/g) 3.200E+03 6.000E+04 DCRUCS(35)

R016 Leach rate (/yr) O.OOOE+00 O.OOOE+00 1.162E-06 ALEACH(35)

R016 Solubility constant O.OOOE+00 O.OOOE+00 not used SOLUBK(351 R016 Distribution coefficients for daughter U-233 R016 Contaminated zone (cm**3/g) 1.260E+02 5.000E+01 DCNUCC(36)

R016 Unsaturated zone 1 (cm**3/g) 1.600E+03 5.000E+01 3 DCNUCU(36,1)

R016 Saturated zone (cm*3/g) 3.500E+01 5.000E+01 DCNUCS(36)

R016 Leach rate (/yr) O.OOOE+00 O.OOOE+00 5.425E-05 ALEACH(36)

R016 Solubility constant O.OOOE+00 O.OOOE+00 not used SOLUBK(36)

R016 Distribution coefficients for daughter U-234 R016 Contaminated zone (am**3/g) 1.260E+02 5.000E+01 ' DCNUCC(37)

R016 Unsaturated zone 1 (cm *3/g) 1.600E+03 5.OOOE+01 3 DCNUCU(37,1)

R016 Saturated zone (cm^n3/g) 3.500E+01 5.000E+01 3 DCNUCS(37)

R016 Leach rate (/yr) O.OOOE+00 O.OOOE+00 5.4 256-05 ALEACH(37)

R016 Solubility constant O.OOOE+00 O.OOOE+00 not used 3 SOLUBK(37)

R016 2Distribution coefficients for daughter U-235 R016 Contaminated zone (cm*3/g) 1.260E+02 5.000E+01 DCNUCC(38)

R016 Unsaturated zone 1 (cm^*3/g) 1.600E+03 5.000E+01 3 DCNUCU(38,1)

R016 Saturated zone (cm^^3/g) 3.500E+01 5.OOOE+01 DCNUCS(38)

R016 Leach rate (/yr) O.OOOE+00 O.OOOE+00 5.425E-05

• ALEACH(38)

R016 Solubility constant O.OOOE+00 O.OOOE+00 not used SOLUBK(38)

R017 Inhalation rate (m*^3/yr) 8.400E+03 8.400E+03 INHALR R017 Mass loading for inhalation (g/m**3) 1.OOOE-04 1.OOOE-04 MLINH R017 Exposure duration 3.000S+01 3.000E+01 ED R017 Shielding factor, inhalation 4.OOOE-01 4.OOOE-01 SHF3 R017 Shielding factor, external gamma 7.000E-01 7.000E-01 SHF1 R017 Fraction of time spent indoors 5.OOOE-01 5.000E-01 FIND R017 Fraction of time spent outdoors (on site) 2.500E-01 2.500E-01 FOTD R017 Shape factor flag, external gamma 1.OOOE+00 1.OOOE+00 >0 shows circular AREA~. 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 Attachment 6, Page 59 IRESRAD, Version 6.21 TZ Limit - 30 days. 12/07/2004 11:12 Page 16 Summary : YR Material to WCS - steel run 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 Radii of shape factor array (used If FS - -1): 3 R017 Outer annular radius (m), ring 1: not used 5.OOE+01 3 'RAD SHAPE( 1)

RO 17 Outer annular radius Cm), ring 2: not used 3 7.071E+01 3 RAD SHAPEC 2)

RO 17 Outer annular radius Cm), ring 3: not used 30.000E+003 RAD SHAPEI 3)

R017 Outer annular radius m), ring 4: not used O.00E+00 3 3RAD SHAPE( 4)

'0.000E+00 Ro 17 Outer annular radius tm) ring 5: not used O.00E+00 3 RAD SHAPEC 5)

RO 17 Outer annular radius tm), ring 6: not used 3 0.000E+00 RAD SHAPEC 6)

R017 Outer annular radius Wm), ring 7: not used 3 0.000E+00 RAD SHAPEI 7)

R017 Outer annular radius Im), ring 8: not used ' 0.000E+00 3 RAD SHAPEI 8)

R017 Outer annular radius Im), ring 9: not used O.O0E+00 RAD SHAPEI 9)

R017 Outer annular radius Im), ring 10: not used O.O0E+00 3 RAD SHAPEl10)

R017 Outer annular radius m), ring 11: not used 3 0.000E+00 3 RAD SHAPE(il)

R017 Outer annular radius m), ring 12: not used 3 O.OODE+00 2 RAD SHAPEC12) 3 3 3 R017 Fractions of annular areas within AREA: 3 3 R017 Ring 1 not used ' 1.000E+00 FRACA( 1)

R017 Ring 2 not used 3 2.732E-01 2 3FRACAC 2)

RD 17 Ring 3 not used 30.000E+003 FRACAC 3)

R017 Ring 4 not used O.00E+00 3 3FRACAC 4)

R017 Ring 5 not used 3 O.00E+00 2 3FRACAC 5)

R017 Ring 6 not used ' 0.000E+00 3 FRACA( 6)

R017 Ring 7 not used O.OOOE+00 3 FRACA( 7)

R017 Ring 8 not used ' 0.000E+00 3 2FRACA( 8)

R017 Ring 9 not used 3 0.000E+00 FRACAC 9)

R017 Ring 10 not used 0.OOE+00 FRACAl10)

RD 17 Ring 11 not used 0.000E+00 3FRACAli1)

R017 Ring 12 not used '0.000E+00 3FRACA(12) 3 3 R018 Fruits, vegetables and grain consumption Ikg/yr) I 1.600E+02 1.600E+02 _ __

DIETC1)

R018 Leafy vegetable consumption Ckg/yr) 3 1.400E+01 3 1.400E+01 3 __ _

DIET(2)

R018 Milk consumption (L/yr) 3 9.200E+01 3 9.200E+01 3 ___

'DIET(3)

R018 Meat and poultry consumption (kg/yr) 3 6.300E+01 3 6.300E+01 3 _ _

DIET(4)

RD18 Fish consumption Ckg/yr) not used ' 5.400E+00 ___ DIETC5)

R018 Other seafood consumption (kg/yr) not used

• 9.00E-01 3 DIET16)

R018 Soil ingestion rate lg/yr) 3.650E+01 3 3.650E+01 I ___ SOIL P018 Drinking water intake (L/yr)

• 5.100E+02 3.5.100E+02 3 ___

DWI R018 Contamination fraction of drinking water

• 1.000E+00 1.000E+00 _ __ FDW R018 Contamination fraction of household water

• 1.000E+00 ' 1.000E+00 3 ___ FHHW R018 Contamination fraction of livestock water

• 1.OO0E+00 1.000E+00 3 FLW R018 Contamination fraction of irrigation water

• 1.000E+00 1.000E+00 3 FIRW R018 Contamination fraction of aquatic food not used 5.000E-01 3 3FR9 Role Contamination fraction of plant food '-1 '-1 3 0.290E-01 FPLAJT R018 Contamination fraction of meat 3-1 0.290E-02 FMEAT R018 Contamination fraction of milk 3-1 0.290E-02 3FMILK R019 Livestock fodder intake for meat (kg/day) 6.800E+01 : 6.800E+01 ___

LFI5 R019 Livestock fodder intake for milk (kg/day) 3 5.500E+01 3 5.500E+01 LFI6 R019 Livestock water intake for meat IL/day) 3 5.000E+01 3 5.000E+01 _ __

LWIS R019 Livestock water intake for milk (L/day) 3 1.600E+02 3 1.600E+02 3 _ __ LWI6 R019 Livestock soil intake (kg/day) 3 5.000E-01 3 5.000E-01 3 ___

3LSI R019 Mass loading for foliar deposition (g/m^*3) 3 1.O00E-04 I 1.000E-04 3 MLFD

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 Attachment 6, Page 60 lRESRAD, Version 6.21 Ta Limit - 30 days 12/07/2004 11:12 Page 17 Summary : YR Material to WCS - steel run File: YR to WCS steel.RAD Site-Specific Parameter Summary (continued) 0 3 a User 3 ' Used by RESRAD ' Parameter Menu I Parameter ' Input ' Default (If different from user input) '

( Name R019 3Depth of soil mixing layer (m) 1.500E-01 ' 1.500E-01 DM R019 ' Depth of roots (m) 9.000E-01 '9.000E-01 3 DROOT R019 Drinking water fraction from ground water 1.O00E+00 '1.OO0E+00 3 FGWDW R019 ' Household water fraction from ground water 1.OOOE+00 3 1.000E+00 3 FGWHH R019 ' Livestock water fraction from ground water 1.OOOE+00 3 1.000E+00 3 FGWLW R019 Irrigation fraction from ground water 1.OOOE+00 '1.000E+00 3 FGWIR 3 3 R19B W Wet weight crop yield for Non-Leafy (kg/m*-2) 7.000E-01 3 7.000E-01 3 YV(l)

R19B 3Wet weight crop yield for Leafy (kg/m**2) 1.500E+00 '1.500E+00 ' YV (2)

R19B 3Wet weight crop yield for Fodder (kg/m*-2J 1.100E+00 3 1.100E+00 ' YV (3)

R19B 'Growing Season for Non-Leafy (years) 1.700E-01 3 1.700E-01 3 TE(l)

R19B 'Growing Season for Leafy (years) 2.500E-01 '2.500E-01 3 TE(2)

R19B 3Growing Season for Fodder (years) 8.000E-02 '8.000E-02 TE(3)

R19B 3Translocation Factor for Non-Leafy 1.000E-01 '1.O00E-01 ' TIV(1)

R19B 3 Translocation Factor for Leafy 1.000E+00 '1.OOOE+O0 ' TIV(2)

R19B 'Translocation Factor for Fodder 1.000E+00 '1.000E+00 3 TIV(3)

R19B 3Dry Foliar Interception Fraction for Non-Leafy 2.500E-01 ' 2.500E-01 3 RDRY (1)

R19B 'Dry Foliar Interception Fraction for Leafy 2.500E-01 2.500E-01 ' RDRY (2)

R19B ' Dry Foliar Interception Fraction for Fodder 2.500E-01 2.500E-01 ' RDRY (3)

R19B W Wet Foliar Interception Fraction for Non-Leafy 2.500E-01 ' 2.500E-01 3 RWET (1)

R19B Wet Foliar Interception Fraction for Leafy 2.500E-01 '2.500E-01 ' RWET(2)

R19B 3Wet Foliar Interception Fraction for Fodder 2.500E-01 3 2.500E-01 3 RWET (3)

R19B 3 Weathering Removal Constant for Vegetation 2.000E+01 32.000E+01 3 WLAM

• 3 C14 C-12 concentration in water (g/cm**3) 2.000E-05 '2.000E-05 ' C12WTR C14 C-12 concentration in contaminated soil (9/g) 3.000E-02 '3.000E-02 ' C12CZ C14 Fraction of vegetation carbon from soil 2.000E-02 '2.000E-02 3 CSOIL C14 Fraction of vegetation carbon from air 9.800E-01 39.800E-01 3 CAIR C14 C-14 evasion layer thickness in soil (m) 3.000E-01 33.000E-01 3 DMC C14 C-14 evasion flux rate from soil (1/sec) 7.000E-07 '7.000E-07 3 EVSN C14 C-12 evasion flux rate from soil (1/sec) 1.OOOE-10 31.000E-10 3 REVSN C14 Fraction of grain in beef cattle feed 8.000E-01 38.000E-01 3 AVFG4 C14 ' Fraction of grain in milk cow feed 2.000E-01 ' 2.000E-01 3 AVFG5 C14 DCF correction factor for gaseous forms of C14 8.894E+01 '8.894E+O1 3 C02F 3 3 STOR Storage times of contaminated foodstuffs (days):

STOR 3 Fruits, non-leafy vegetables, and grain 1.400E+01 1.400E+01 STOR T(l)

STOR 3 Leafy vegetables 1.000E+00 '1.O00E+00 ' STORT(2)

STOR 3 Milk 1.000E+00 31.000E+00 ' STOR T(3)

STOR 3 Meat and poultry 2.OOOE+01 32.000E+01 ' STOR T(4)

STOR 3 Fish 7.OOOE+00 37.000E+00 3 STORT(5)

STOR ' Crustacea and mollusks 7.000E+00 37.0000E+0 3 STOR T (6)

STOR ' Well water 1.OOOE+00 3 1.000E+00 3 STOR T (7)

STOR I Surface water 1.000E+00 31.000E+00 3 STOR T(8)

STOR ' Livestock fodder 4.500E+01 34.500E+01 ' STORT(9)

R021 'Thickness of building foundation (Im) 1.500E-01 1.500E-01 ' FLOOR1 R021 ' Bulk density of building foundation (g/cml*3) 2.400E+00 2.400E+00 3 DENSFL R021 3Total porosity of the cover material 4.000E-01 *4.OOOE-01 3 TPCV R021 Total porosity of the building foundation 1.OOOE-01 '1.OO0E-01 ' TPFL R021 ' Volumetric water content of the cover material 5.000E-02 *5.000E-02 3 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 Attachment 6, 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 Attachment 6, Page 62 lRESRAD, Version 6.21 Tg Limit - 30 days 12/07/2004 11:12 Page 19 Summary : YR Material to WCS - steel run File: YR to WCS steel.RAD Contaminated Zone Dimensions Initial Soil Concentrations, pCi/g AAIA U:AsAsAZA Area: 58.00 square meters Ag-108m 1.000E+00 Thickness: 2.00 meters Am-241 1.000E+00 Cover Depth: 4.60 meters 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 Attachment 6, 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 7

Am-241 Np-23 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 Attachment 6, 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 AAAXAJAAAAAAAAAAAA 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.