la crosse boiling water reactor license termination plan ... · chapter criterion criterion 6.2. g...

LA CROSSE BOILING WATER REACTOR

LICENSE TERMINATION PLAN

CHAPTER 6

COMPLIANCE WITH THE RADIOLOGICAL CRITERIA FOR LICENSE TERMINATION

La CrossLicense TRevision

6. Com

6.1.

6.2.

6.2.

6.2.

6.2.

6.2.4

6.3.

6.4.

6.5.

6.5.

6

6

6.5.

6.5.

6.5.4

6.5.

6.5.

6.5.

6.6.

6.6.

6.6.

6.7.

6.7.

6.7.

6.8.

6.8.

6.8.

6.8.

6.9.

6.10.

6.10

6

6

6

6

se Boiling WTermination

n 0

mpliance with

Site Release

General Site

1. Site Ge

2. Site Hy

3. Area L

4. Area G

Basements,

Future Land

Dose Mode

1. Backfil

.5.1.1. BFM

.5.1.2. BFM

2. Soil ....

3. Buried

4. Existin

5. Remain

6. Dose S

7. Alterna

Mixture Fra

1. Potenti

2. Mixtur

Soil Dose A

1. Soil So

2. Soil Ex

Soil DCGL

1. Parame

2. RESRA

3. Soil DC

Soil Determ

Basement

0.1. Sou

.10.1.1. Re

.10.1.2. W

.10.1.3. W

.10.1.4. Re

Water ReactorPlan

h the Radiol

e Criteria ....

e Description

eology.........

ydrogeology

and Use .....

Groundwater

Structures a

d Use Scenar

l Overview

lled Baseme

M Insitu Sce

M Excavatio

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

Piping .......

ng Groundwa

ning Above

Summation fo

ate Scenarios

actions for In

ial Radionuc

e Fractions f

Assessment a

ource Term .

xposure Path

Computatio

eter Selection

AD Paramete

CGL Uncert

ministic Anal

t Fill Concep

urce Term ...

eactor Buildi

Waste Treatm

Waste Gas Tan

emaining Str

r

TABLE O

logical Criter

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

n .................

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

y ...................

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

Use ............

and Piping to

rio and Aver

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

nts ...............

enario ..........

on Scenario .

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

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

ater ..............

Ground Buil

for Complian

s ..................

nitial Suite R

clides of Con

for Initial Su

and DCGL ...

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

hways and Cr

on Model – R

n Process ....

er Selection

ainty Analys

lysis and Soi

ptual Model

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

ing ..............

ent Building

nk Vault ......

ructures .......

6-i

OF CONTE

ria for Licen

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

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

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

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

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

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

o Remain aft

rage Membe

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

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

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

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

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

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

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

ldings..........

nce ...............

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

Radionuclide

ncern and Ini

uite Radionu

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

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

ritical Group

RESRAD v7

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

for Uncertai

sis Results...

il DCGLs ....

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

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

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

g ..................

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

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

ENTS

nse Terminat

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

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

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

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

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

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

fter License T

er of the Crit

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

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

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

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

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

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

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

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

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

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

es .................

itial Suite ....

uclides .........

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

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

p ..................

7.0 ...............

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

inty Analysi

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

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

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

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

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

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

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

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

tion .............

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

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

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

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

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

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

Termination

tical Group ..

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is .................

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n (End State)

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... 6-1

... 6-1

... 6-1

... 6-1

... 6-2

... 6-2

... 6-3

) .. 6-3

... 6-6

... 6-7

... 6-7

... 6-7

... 6-8

... 6-9

... 6-9

. 6-10

. 6-10

. 6-10

. 6-10

. 6-11

. 6-11

. 6-12

. 6-13

. 6-13

. 6-14

. 6-14

. 6-14

. 6-15

. 6-17

. 6-18

. 6-19

. 6-20

. 6-20

. 6-20

. 6-21

. 6-21


6.10

6.11.

6.11

6

6

6

6

6.11

6.12.

6.13.

6.13

6.14.

6.15.

6.16.

6.17.

6.18.

6.18

6.18

6.18

6.18

6.18

6.19.

6.20.

6.21.


n 0

0.2. BFM

BFM Insi

1.1. BFM

.11.1.1. BF

.11.1.2. BF

.11.1.3. BF

.11.1.4. BF

1.2. BFM

BFM Exc

Insignific

3.1. Rad

Concentra

Alternate

BFM Elev

Soil Area

Buried Pi

8.1. Sou

8.2. Exp

8.3. Bur

8.4. Bur

8.5. Bur

Existing G

Demonstr

Reference

Water ReactorPlan

M Exposure

itu Scenario

M Insitu Gro

FM Insitugw

FM Insitugw

FM Insitugw

FM Insitugw

M Insitu Dri

cavation Sce

cant Dose Co

dionuclides o

ations in Exc

Land Use S

vated Area C

a Factors .....

iping Dose A

urce Term an

posure Scena

ried Piping D

ried Pipe DC

ried Pipe Ra

Groundwate

rating Comp

es ...............

r

e Pathways ...

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

oundwater S

Computatio

RESRAD U

RESRAD D

Dose Factor

illing Spoils

enario ...........

ontributors a

of Concern a

cavated Fill

Scenario Dos

Consideratio

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

Assessment a

nd Radionuc

ario and Crit

Dose Assess

CGLs Initial

adionuclides

er Dose.........

pliance with

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

6-ii

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

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

Scenario .......

n Model ......

Uncertainty A

Deterministic

rs .................

Scenario an

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

and Radionu

and Adjusted

Material .....

se .................

ons ...............

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

and DCGL ..

clide Mixture

tical Group .

ment ...........

Suite ..........

of Concern

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

Dose Criteri

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

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

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

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

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

Analysis for

c Analysis an

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

nd DF Calcu

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

uclides of Co

d Soil DCGL

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

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

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

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

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

e ..................

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

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

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

and Adjuste

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

ion ..............

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

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

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

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

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

Initial Suite

nd DSR Res

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

ulation ..........

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

oncern ..........

Ls and BFM

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

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

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

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

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

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

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

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

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

ed DCGLs ...

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

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

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

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

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

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

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

e ...................

sults .............

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

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

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

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

M DFs ...........

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

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

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

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

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

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

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

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

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

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

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

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

. 6-22

. 6-22

. 6-22

. 6-24

. 6-24

. 6-26

. 6-26

. 6-33

. 6-33

. 6-35

. 6-36

. 6-39

. 6-39

. 6-41

. 6-42

. 6-43

. 6-43

. 6-43

. 6-44

. 6-44

. 6-45

. 6-47

. 6-48

. 6-49


Table 6-1

Table 6-2

Table 6-3

Table 6-4

Table 6-5

Table 6-6

Table 6-7

Table 6-8

Table 6-9

Table 6-1

Table 6-1

Table 6-1

Table 6-1

Table 6-1

Table 6-1

Table 6-1

Table 6-1

Table 6-1

Table 6-1

Table 6-2

Table 6-2

Table 6-2


n 0

1 BasemeEnd St

2 Buried

3 Initial S

4 Determ used in

5 DetermKd par

6 Soil DCfor Non

7 LACBW

8 DetermUncert

9 ResultsSelecte

10 BFM Infor Dis

11 BFM Infor Dis

12 BFM InDistrib

13 BFM InDistrib

14 BFM Infor Dis

15 BFM InRemain

16 BFM In

17 BFM In

18 BFM E

19 Soil DCDose F

20 ReactorContrib

21 WTB BContrib

22 WGTVContrib

Water ReactorPlan

ents and Beltate Ground

Piping to re

Suite of Pote

ministic Valun to calculat

ministic paramrameters for

CGL Uncertn-Nuclide S

WR Soil DC

ministic Geomtainty Analy

s of RESRADed Determini

nsitugw Rx Bstribution Co

nsitugw Rx Bstribution Co

nsitugw WTBbution Coeffi

nsitugw WGTbution Coeffi

nsitugw Remstribution Co

nsitugw DSRning Structu

nsitugw Dose

nsitu Drillin

Excavation D

CGLs for ROFraction ......

r Building Bbutor Dose F

BFM DFs fobutor Dose F

V BFM DFs fbutor Dose F

r

LIST

low Ground surface elev

emain in LAC

ential Radion

ues selected fte Soil DCGL

meter valuessoil DCGL c

ainty Resultpecific Param

CGLs for Init

metry RESRysis for the f

D Uncertainistic Parame

Building abovoefficients (K

Building belooefficients (K

B Uncertaintficients (Kd) .

TV Uncertaificients (Kd) .

maining Strucoefficients (K

Rs for Reactoures ..............

e Factors ......

g Spoils Dos

Dose Factors

OC Adjusted....................

BFM DFs forFraction .......

r ROC AdjuFraction .......

for ROC AdFraction .......

6-iii

OF TABLE

Structures tovation is 639

CBWR End

nuclides and

for SensitiveLs ...............

s selected forcalculation ..

t and Determmeter Distri

tial Suite Ra

RAD Paramefive BFM Ins

nty Analysis eters .............

ve 619: UncKd) ..............

ow 619 UnceKd) ..............

ty Analysis R....................

inty Analysis....................

ctures UncertKd) ..............

or Building, W....................

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

se Factors ...

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

d for Insignif....................

r ROC Adju....................

usted for Insi....................

djusted for In....................

ES

o Remain in9 feet AMSL

State ..........

d Mixture Fr

e Kd parame....................

r non-sensiti....................

ministic Valuibutions .......

adionuclides

eters used in situgw Config

for BFM In....................

certainty Ana....................

ertainty Ana....................

Results for ....................

s Results for....................

rtainty Analy....................

WTB, WGT....................

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

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

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

ficant Contr....................

usted for Insi....................

ignificant ....................

nsignificant....................

n LACBWR L ..................

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

ractions .......

eters ....................

ive ....................

ues selected ....................

s ..................

the gurations .....

situgw and ....................

alysis Result....................

alysis Result....................

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

r ....................

ysis Results ....................

TV, and ....................

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

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

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

ributor ....................

ignificant ....................

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

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

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

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

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

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

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

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

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

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

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

ts ....................

ts ....................

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

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

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

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

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

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

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

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

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

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

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

... 6-4

... 6-5

. 6-12

. 6-17

. 6-18

. 6-18

. 6-19

. 6-25

. 6-27

. 6-28

. 6-28

. 6-29

. 6-29

. 6-30

. 6-31

. 6-32

. 6-34

. 6-35

. 6-37

. 6-38

. 6-38

. 6-38


Table 6-2

Table 6-2

Table 6-2

Table 6-2

Table 6-2

Table 6-2

Table 6-2

Table 6-3

Figure 6-

Figure 6-

Figure 6-

Figure 6-

Figure 6-

Figure 6-

Figure 6-

6-1 RES

6-2 RES

6-3 DosAgg


n 0

23 RemainInsigni

24 ROC an

25 Surface

26 RESRA

27 Buried

28 Buried Radion

29 SummeInsigni

30 Ground

-1 Site Re

-2 Site Ov

-3 LACBW

-4 LACBW

-5 LACBW

-6 LACBWElevati

-7 RESRA

SRAD Input

SRAD Input

e Contributigregate Dose

Water ReactorPlan

ning Structurificant Contr

nd Insignific

e Soil Area F

AD Source T

Piping DCG

Pipe DCGLnuclide Fract

ed Buried Piificant Radio

dwater Expo

egional Loca

verview .......

WR Building

WR End Sta

WR End Sta

WR End Staion View ....

AD Paramete

t Parameters

t Parameters

on Percentage Percentage

r

res BFM DFributor Dose

cant Radionu

Factors ........

Term Parame

GLs ..............

Ls for ROCs tions ............

ipe DCGLs fonuclide Fra

osure Factors

LIST O

ation .............

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

gs ................

ate ................

ate - Backfill

ate – Backfil....................

er Selection

ATTA

for LACBW

for LACBW

ge for Initialfrom Insign

6-iv

Fs for ROC Ae Fraction .....

uclide Mixtu

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

eters for Bur

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

Adjusted fo....................

for ROCs adactions ..........

s...................

OF FIGURE

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

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

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

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

led Structure

led Reactor ....................

Flow Chart .

ACHMENT

WR Soil DCG

WR BRM Un

l Suite Radionificant Dose

Adjusted for....................

ture Fraction

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

ried Piping

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

or Insignific....................

djusted for ....................

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

RES

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

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

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

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

es .................

Building Ba....................

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

TS

GL Uncertai

ncertainty A

onuclides ane Contributo

r ....................

ns .................

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

DCGL Calc

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

ant ....................

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

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

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

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

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

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

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

asement ....................

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

inty Analysi

Analysis ......

nd Determinaors ................

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

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

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

culations ......

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

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

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

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

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

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

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

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

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

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

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

s ..................

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

ation of .................. 6

. 6-38

. 6-39

. 6-43

. 6-45

. 6-46

. 6-47

. 6-47

. 6-48

. 6-50

. 6-51

. 6-52

. 6-53

. 6-54

. 6-55

. 6-56

. 6-57

. 6-79

6-103


AF

ALARA

AMCG

AMSL

ANL

BFM

BFM Ins

BFM Ins

bgs

DCGL

DF

DPC

FRS

G-3

GW

HSA

HTD

ISFSI

LACBW

LSE

LTP

MARSA

MARSSI

MDA

MDC

NRC

PRCC

RESRAD

ROC

TEDE

USACE

WGTV

WTB


n 0

Area

As L

Ave

Abo

Arg

Base

situgw BFM

situds BFM

Belo

Deri

Dos

Dair

Fina

Gen

Gro

Hist

Hard

Inde

WR La C

LAC

Lice

AME MulMan

IM Mul

Min

Min

Nuc

Part

D RES

Rad

Tota

U.S

Was

Was

Water ReactorPlan

LIST OF

a Factor

Low As Rea

erage Membe

ove Mean Se

onne Nation

ement Fill M

M Insitu Gro

M Insitu Dril

ow Ground S

ived Concen

se Factor

ryland Powe

al Radiation

noa-3

undwater

torical Site A

d-to-Detect

ependent Spe

Crosse Boilin

CBWR Site

ense Termin

lti-Agency Rnual

lti-Agency R

nimum Detec

nimal Detect

clear Regulat

tial Rank Co

Sidual RADi

dionuclides o

al Effective D

. Army Corp

ste Gas Tank

ste Treatmen

r

ACRONYM

asonable Ach

er of the Cri

ea Level

nal Laborator

Model

oundwater

lling Spoils

Surface

ntration Guid

er Cooperativ

Survey

Assessment

ent Fuel Stor

ng Water Re

Enclosure

ation Plan

Radiation Su

Radiation Su

ctable Activi

able Concen

tory Commi

orrelation Co

ioactive mat

of Concern

Dose Equiva

ps of Engine

k Vault

nt Building

6-v

MS AND AB

hievable

tical Group

ry

deline Level

ve

rage Installa

eactor

urvey and As

urvey and Sit

ity

ntration

ssion

oefficient

terials

alent

eers

BBREVIAT

l

ation

ssessment of

te Investigat

TIONS

f Materials a

ion Manual

and Equipme

ent



n 0

Water ReactorPlan

r

Page Intent

6-vi

tionally Leftft Blank


6. C

S6.1.

The site rcriteria fRegulatio

Doseresultgroupwater

As Loreduc

Chapter CriterionCriterion

G6.2.

This sectsite. LandescriptioHydrogeCoopera

The LACVillage oto the nothe west 522), fiveast shorshown inEnclosur

6.2.1. S

LACBWof the Cdescribedand fluvishales ofapproxim


n 0

Complianc

ite Release

release criterfor unrestricons (10 CFR

Criterion: Tts in a Total p that does nr; and

ow As Reasoced to levels

4 describes n. This Chan.

General Site

tion providend and grouon of site ological Invtive, Genoa

CBWR faciliof Genoa (poorthwest) is R

shore of the miles soutre, is an uninn Figure 6-2re (LSE) fenc

ite Geology

WR is locatedCentral Lowd as approxiial deposits.f the Dresh

mately 650 fe

Water ReactorPlan

ce with the

Criteria

ria for the Lted release

R 20.1402):

The residual Effective D

not exceed 25

onably Achithat are AL

the methodapter describ

Description

es a general undwater us

geology avestigation RWisconsin (

ity is locatedopulation abReno, Minn

he Mississipthwest of thencorporated 2, with a mce shown in

y

d on the east land Physiomately 15 fe. These unc

hbach Groupeet below the

r

e Radiolog

a Crosse Bospecified in

radioactivityose Equivale5 mrem/yr, i

ievable (ALAARA.

ds and resulbes the met

n

description e in the viand hydrogReport, La 1).

d 17 miles sobout 800) (seesota, an unpi River. The plant. Vichamlet of a

more detaileFigure 6-3.

bank of the ographic Proeet of hydrauonsolidated

p and by dee ground sur

6-1

gical Crite

oiling Water n Title 10, S

y that is distent (TEDE) including tha

ARA) Criter

lts for demothods for de

of the geolocinity of sit

geology is Crosse Boi

outh of the Cee Figure 6-nincorporatedhe nearest c

ctory, Wisconabout 80 peod view of t

Mississippiovince. The ulic fill overdeposits are

ense Precamrface (bgs).

eria for Lic

Reactor (LASection 20.14

tinguishable to an averagat from grou

rion: The res

onstrating coemonstrating

ogy and hydte are also provided iniling Water

City of La C1). The nead hamlet of community insin, five m

ople. The LAthe facilities

i River in thelocal geolo

rlying 100 toe underlain

mbrian cryst

cense Ter

ACBWR) are402, of the

from backgrge member oundwater sou

sidual radioa

ompliance wg complianc

drogeology described.

n Haley &Reactor, D

Crosse and a arest commuabout 300 pin Iowa is N

miles south oACBWR lices inside the

e Wisconsinogy of the o 130 feet oby flat lyin

talline rocks

mination

e the radioloCode of Fe

round radiatof the criticaurces of drin

activity has b

with the ALce with the

at the LACB A detailed

& Aldrich, Dairyland P

mile south ounity (three mpeople locateNew Albin f the plant oensed site ar

e LACBWR

n Driftless sesite is genef glacial out

ng sandstones encounter

ogical ederal

tion al nking

been

LARA Dose

BWR d site

Inc., Power

of the miles ed on (pop.

on the rea is

R Site

ection erally twash e and ed at

La CrossLicense TRevisionThe prim

0 to 2bgs a

20 tothickn

30 tograve

100 t

115 t

6.2.2. S

Regionalit is likelthe surfagroundwinfluence

6.2.3. A

The LACthe Missbounded Engineer

The 163.

the 1

the Gand ilocate

an are(ISFS

an apfrom

the laoil) fuwash

a parc

The areaand freshto the G-


n 0 mary soil type

20 feet bgs. Hand described

30 feet bgs.ness of 7 to

100 feet bgel below the

o 115 feet b

o 135 feet b

ite Hydroge

lly, groundwly that the grace water. G

water flow aned by the riv

Area Land U

CBWR facilisissippi Rive

by the Mirs (USACE)

5 acre site is

.5 acre LAC

Genoa-3 (G-3s owned anded to the sou

ea south of GSI) is located

pproximatelypast operati

and north of fueled powerhing area (an

cel of land to

a of the Missh water fishi3 station loc

Water ReactorPlan

es encounter

Hydraulic Fid as light bro

. Brown to g28 feet,

s. Brown, finfiner sands,

gs. Brown fi

gs. Brown fi

eology

water flows froundwater fGroundwaternd also shower stage.

Use

ity is locateder. Althougssissippi Riproperty to

s comprised

CBWR facilit

3) coal-firedd operated byuth, adjacent

G-3 where thd,

y 36 acre areions,

the LACBWr plant (remoapproximat

o the east of

sissippi Riveing) and comcated south o

r

red at the site

ill – Fill sandown to brow

grey, fine to m

ne to medium

ine to mediu

ine to mediu

from the bluflow directior elevation

ws seasonal v

d in the far wgh the site aver to the wthe north, an

of the follow

ty,

, 379 MWe ey Dairyland t to LACBW

he LACBWR

ea surroundin

WR plant waoved in 1989ely 900 m2 c

f Highway 35

er adjacent tmmercial barof the LACB

6-2

e are:

ds are encouwn, fine to m

medium fine

m sands that

um sand and

um sand with

ff towards thon turns “dodata from e

variation on u

western portiarea is 163.west, a rail nd a wildlife

wing:

electric powPower Coop

WR,

R Independe

ng the ISFSI

s the site of 9) which nowcoal ash land

5, across fro

to the site isrge and ship

BWR plant).

untered frommedium sands

e sands unde

t also have z

fine to medi

h trace silt, o

he Mississipownstream” aeight onsiteupward and

ion of Verno5 acres, it iline to the

e and fish ref

wer station thperative (DP

ent Spent Fu

I containing

the former Gw includes thdfill is also p

om LACBWR

s used for rep traffic (e.g.

There is a p

m approximats with occasi

erlie the fill,

zones of coar

ium gravels,

occasional zo

ppi River. Clas groundwa

e wells agredownward g

on County onis relativelye east, U.S. fuge to the s

hat was compPC). The G-

uel Storage In

the closed c

Genoa-1 (G-he site switchpresent),

R.

ecreational p. barges of cpublic boat l

tely 0 to 20 fional fine gr

with an ave

rse sand and

,

ones of grav

loser to the ater dischargees with reggradients tha

n the east bay isolated as

Army Corpouth.

pleted in 1963 station is

nstallation

coal ash land

-1) coal (andhyard and ba

purposes (bocoal are delivlanding on th

feet ravel,

rage

d fine

vel.

river, ges to gional at are

ank of s it is ps of

69

dfill

d later arge

oating vered he

La CrossLicense TRevisionsite, locaMississipfor huntinNational

Lock andnorth of operated from dawmaintainLACBW

The closno reside

6.2.4. A

There arein 1963 tLSE and to the G-Highway

B6.3.

The confbuildings

All but tcorresponthat will The belo1 and shobasementwater tabone foot

As seen outside oadjacent land areaChaptersareas out

The strucbasementwill be rstructureliner will


n 0 ated approximppi River Nang, fishing aFish Hatche

d Dam No. 8the site. Thby the USA

wn to dusk s a highwa

WR site, acros

est town is Gences within

Area Ground

e two water to 129 feet are still in u3 plant. Reg

y 35.

Basements, S

figuration os at the time

two LACBWnds to an elremain inta

w ground poown in Figurt below 636 ble elevationbelow the av

in Figure 6-of the LSE bopen land a

as and build 2 and 5 for

tside of the L

ctures to be ts, isolated sremoved. Ts in this LTPl remain; all

Water ReactorPlan

mately 4,000ational Wildland recreatioery.

8, located onhe dam is a ACE. This fa

during the ay wayside ss from Lock

Genoa, locat2,000 feet o

dwater Use

supply welland 116 fee

use as potablgionally, ther

Structures a

f the remainof license te

WR buildinglevation of 6act are the Lortions of theres 6-4 and 6foot elevati

n. Note that verage water

-2, there are but within thareas were ndings outsidr additional dLSE.

backfilled wsumps and rThe backfillP Chapter. interior con

r

0 feet south olife & Fish Ronal activitie

n the Mississ110 feet wid

acility also almonths of Aoff State H

k and Dam N

ted approximof any LACB

ls on the siteet bgs, respele water for Lre are five do

and Piping t

ning backfilermination is

gs will be d636 foot AvLACBWR Ae buildings t6-5. Figure ion which is there are alsr table eleva

numerous bhe LACBWRot used to su

de of the LSdiscussion an

will be comemaining poled structureFor the Reacrete and the

6-3

of the plant. Refuge just ses. Further so

sippi River ade, 600 feet llows publicApril througHighway 35No. 8.

mately 1 milBWR structu

e (Deep Welectively. BotLACBWR. Somestic well

to Remain a

lled basemens designated

emolished tverage MeanAdministratioto be demoli6-6 providethe only ba

so three veryation.

buildings assR licensed bupport LAC

SE fence arend justificat

mprised of coortions of foes are generactor Buildine steel liner

There is a psouth of the outh are pub

at mile 679.2long lock a

c access to agh Novembe5 approxim

le to the norure.

ll 3 and Deeth wells are Separate grols south of th

after Licens

nts, buried d as the “End

to at least thn Sea Level on Buildingished and baes a cross-secsement withy small sum

sociated witboundary. H

CBWR operae designatedtion of the no

oncrete onlyoundations. rally referreng, only the will be remo

portion (Poosite which h

blic land are

2, is approxiand dam struan observatioer. The Sta

mately ½ mi

rtheast of th

ep Well 4) thlocated upg

oundwater whe LACBW

se Terminat

piping, opend State.”

hree feet bel(AMSL). Tand LACB

ackfilled are ction of the

h a portion bmps with floo

th the G-3 cHowever, theations. The d as non-impon-impacted

y and includAll systems

ed to as eithconcrete ex

oved. All re

ol 9) of the Uhas limited aas and the G

imately 0.6 mucture ownedon platform, ate of Wiscile north o

he site. Ther

hat were instgradient from

wells supply wR site and ea

tion (End St

n land areas

low grade wThe two buil

WR Crib Hlisted in TabReactor Bui

below the avors that exte

oal plant thaese buildingmajority of pacted. See

d classificati

de full and p and compo

her basementerior to the

emaining

Upper access Genoa

miles d and open onsin f the

re are

talled m the water ast of

tate)

s and

which dings

House. ble 6-ilding erage

end to

at are s and

f open LTP

ion of

partial nents

nts or steel


Table 6-

Baseme

Reactor

Waste T

Waste G

Remain

concrete criteria.

For the TreatmendesignateassessmeRemainina unique low potesteel lineIn additiReactor Band needinappropremain isthe relatiWGTV wRemainin

As seen relativelyare very separatel


n 0

1 BasemGrou

ent/Structure

r Building

Treatment Bu

Gas Tank Va

ning Structur

Piping and VTunnels

Reactor/Gene

Chimney Sla

Turbine Sum

Turbine Pit

will be dec

purpose of nt Building (ed as the “Rent and Finang Structureconfiguratio

ential for coner is removedon, the FRSBuilding. Tds to be adriately avers not particuively higher was evaluateng Structure

in Table 6-y low contamsmall in siz

ly does not p

Water ReactorPlan

ments and Bnd surface e

e

uilding

ault

res

Ventilation

erator Plant

ab

mp

contaminate

dose assess(WTB), and

Remaining Sal Radiation

es. There areon, includinntaining signd. This leadsS design canThe WTB haddressed sepraged with tularly condu

contaminated separatelys, which req

-1, the Remamination potze. Treatingprovide a me

r

Below Grouelevation is

Materiremain

Con

Con

Con

Con

Con

Con

Con

Con

d as necess

sment, the bd Waste Gas Structures”. Tn Survey (Fe several reasng a portion nificant resis to unique dn effectivelyas the highesparately to the other st

ucive to an eion potentia

y because thquires differe

aining Structential. Two each of the

eaningful dis

6-4

nd Structur639 feet AM

ial ning

FlSu

ncrete

ncrete

ncrete

ncrete

ncrete

ncrete

ncrete

ncrete

sary to meet

basements oTank Vault

This createsFRS) designsons for thisbelow the adual radioacdose assessm

y accommodst contaminaensure that

tructures. Thefficient FRSal this loss oe floor is at

ent modeling

ctures consisof the struct

e basementsstinction in d

res to RemaMSL

loor and Waurface Area

511.54

101.90

460.04

177.07

359.59

117.86

5.64

7.09

t the 10 CF

other than tht (WGTV) ars four separa; Reactor Bs organizatioaverage watectivity after

ment assumpdate a surveyation potentit the sourcehe small sizS design anof efficiencya lower elev

g parameters

st of a groutures, the Tus in the “Redose modelin

ain in LACB

all (m2)

Fl(f

4

0

4

7

9

6

FR 20.1402

he Reactor re grouped iate areas to

Building, Won. The Reacer table elevall interior

ptions and FRy unit consiial of all Ende term in tze of the Wd implemen

y is considervation than ts.

up of structuurbine Sumpemaining Strng due to the

BWR End S

loor Elevatiofeet AMSL)

612

630

621

629

629

635

618

618

unrestricted

Building, Winto one cateconsider in TB, WGTVctor Buildinvation and aconcrete an

RS classificasting of onld State structhe WTB is

WTB structuntation but dred justifiedthe WTB an

ures that all p and Turbinructure” cateeir generally

State

on

d use

Waste egory dose

V and ng has a very nd the ation. ly the ctures s not

ure to due to . The

nd the

have ne Pit, egory

y

La CrossLicense TRevisionsimilar ewould reLTP Cha

The EndassociateCirculatincirculatinpiping isthat penetunnel topenetratiEnd State

Adminispiping, l

High Preto G-3

Well wa

Storm W

Remaini

The poteon the finLa Crossextensivesubsurfacmonitorincollectedplant-derbe perfoexposed.


n 0 elevations anesult in unneapter 5 for di

d State willed with contang Water Dng water dis defined as

etrates walls o contain allons. There ie is listed in

Table

De

stration Buildleach field lat

essure Servic

ater piping for

Water Piping

ing portion of

ential for signdings of these Boiling e characterizce soil conng results d

d under the Trived radionurmed after

Water ReactorPlan

nd contaminecessary comiscussion of

also includaminated op

Discharge pipscharge. Forthat containand is embe

l systems pips no embeddTable 6-2.

e 6-2 Bu

escription of P

ding Sanitary terals, and tan

ce Water from

r Well #3

f Circulating

nificant surfe EnergySolWater Reaczation perfo

ntamination own gradienTurbine Buiuclides abovthe Turbine

r

nation potenmplexity in F

the FRS pro

de a limitedperational sype which wr the purposed in soil. Tedded in conping that raded piping pr

uried Piping

Piping

System inclunks

m LACBWR C

Water Discha

face or subsulutions Technctor Historicormed in 20

under the nt of suspectilding in theve backgroue Building

6-5

ntial. TreatinFRS design, ocess.

d number ostems. The e

was used as se of this L

Typical commncrete. The d

an between bresent. The b

g to remain

uding drain

Crib House

arge Pipe

urface soil cnical Supporcal Site Ass

014 (see LTTurbine Buted broken d

e vicinity ofund. Full chafoundation

ng the Remimplementa

of buried pexception is for liquid e

License Termmercial powdesign of thbuildings whburied pipin

in LACBW

104

27

9470

9383

52

contaminatiort Documentsessment (H

TP Chapter 2uilding basedrain lines.f the suspectaracterizatiois removed

maining Struation and do

ipes, with t the remaini

effluent discmination Pla

wer plants alse LACBWRhich elimina

ng to remain

WR End Stat

Quantit

4’ of 4”Sched57’ of 2” P

2500 gal septi750 gal dosin4 gal distribut8’ perforated

144’ 4” PV

50’ of 6”222’ of 8

511’ of 395’ of 2”

8’ of 48” concsteel grates a100’ of 10”

25’ of 60” ste

on at LACBWt (TSD) RS-

HSA) (2) an2). There a

ed on positHowever, gt drain lines

on of the subd and the un

uctures separcumentation

the majoritying portion ocharge as wean (LTP), bso contain p

R plant incluated the neein the LACB

te

y

d. 40 PVC PVC ic tank

ng tank ion tank 4” PVC

VC

” 8”

3” ”

crete pipe at grade PVC

eel pipe

WR is low b-TD-313196nd the resulare indicationtive groundwgeoprobe sams did not idebsurface soilnderlying so

rately n. See

y not of the ell as

buried piping udes a ed for BWR

based 6-003, lts of ns of water mples entify l will oil is

La CrossLicense TRevisionLow conbroken flocated dconcentracharacterlevels thaof ground

F6.4.

The “ReConsolidRadiologthe next

DPC firs1949 an were acqtotal area

The G-1LACBWin 1987. operationmeet curprojected

Residentas it is bthe norththat wouthe preseforeseeabproperty

In summplans to infrastruc25 yearsFinally, tdevelop the DPC plausiblediscussioLACBW


n 0 ncentrations ofloor drains down gradiations. In larization andan found in dwater samp

Future Land

easonably Fodated Decomgical Criteria100 years. T

st acquired laadditional 1

quired in 196a owned or c

plant begaWR constructi

DPC’s thin as a major rent environ

d remaining

ial use of theounded by t

h, and a wildld be more s

ence of overble future reto recreation

mary, the DPchange the lcture to supp. Adjacent lthere are largfor residentisite from in

e” in accordon of future

WR dose asse

Water ReactorPlan

of groundwaunder the Tent of the te 2012, five

d license ter1983, predo

pling results.

d Use Scenar

oreseeable Smmissioning a (NUREG-

The Reasonab

and at the si8.6 acres we

62. Finally, acontrolled by

an operationion began inird plant ongeneration

nmental stanoperation lif

e site over ththe Mississiplife and fish suitable to adr 36 acres ofsidential devnal use at so

PC site has bland use in tport the sitesand, and a pge tracts of lial use withindustrial usedance with land use, ssment is the

r

ater contaminTurbine Buil

Turbine Bue additional rmination. Rominantly H.

rio and Ave

Scenario”, isGuidance

1757), (3), Tbly Foreseea

ite in 1941toere acquiredan additionay DPC was th

n in 1941 an 1963, was nsite, G-3, bresource to dards and isfe of G-3 is p

he next 100 ppi River to refuge to th

dditional resf closed coalvelopment. Bme point in

been in contthe future. Ts future use fpart of the Dland nearby in at least th. ResidentiaNUREG-17

the Averagee Industrial W

6-6

nation have lding. Grouuilding idenmonitoring

Results indic-3. See LTP

erage Memb

s defined in- CharacterTable 5.1 asable Scenario

o build its fid for G-1 coaal 26.8 acres hen, and con

and was deccompleted i

began commthe DPC sys

s currently pprojected to

years appeathe west, a

he south. Thesidential devl ash landfilBased on surthe distant fu

tinuous induThe site contfor power suDPC site is c

that would bhe next 100 l land use is757, Table e Member oWorker.

been identifundwater samntified conta

well pairs wcated lower P Chapter 2,

ber of the C

n NUREG-1rization, Sus a land use o for LACB

irst coal-fireal ash dispowas filled b

ntinues to be

commissionein1967, and

mercial operastem. The Gerforming abe 20-25 ye

ars unlikely. rail line to t

ere are severvelopment thlls further surrounding lafuture is mor

ustrial use fotains a trans

upply after Gcurrently usbe preferablyear time p

s therefore c5.1 definiti

of the Criti

fied adjacentmpling in 1amination awere installe

groundwatesection 2.3.

Critical Grou

1757, Volumurvey, and D

scenario thaWR is indus

ed generationosal. An addiby dredging e, 163.5 acre

ed and dismwas perman

ation in 196G-3 plant hasa major turbiears.

The site is rthe east, USral small comhan the DPCupports the aand use, the cre likely than

or 74 years smission statG-3 is decomed for recrele, and moreperiod than tategorized aions. Basecal Group (

t to the susp983 from a

at relativelyed to supporer contamin.7 for a sum

up

me 2, RevisiDeterminatioat is likely wstrial use.

n station, G-itional 80.8 in 1962-63.

es.

mantled in nently shut d69 and conts been updatine overhaul

relatively isoSACE propermmunities ne

C site. In addassumption conversion on residential

and DPC hation and valu

mmissioned ieational purpe cost-effectithe conversias “less likeled on the a(AMCG) fo

pected a well y low rt site nation

mmary

ion 1 on of

within

-1. In acres The

1989. down tinues ted to l. The

olated rty to earby

dition, of no of the use.

as no uable in 20-poses. ive to on of ly but above or the


D6.5.

Dose molicense t25 mremmodel an

There areas followgroundwvery lowmajority concrete currentlythe remairemain wcontamingroundwsummed

An overvdescriptio

6.5.1. B

The dosedesignateresidual r

The basealtered toThe BFMthe concrExcavati

The resumrem/yr group. It portion rconserva

6.5.1.1. The BFMresidual material installatioGroundwSpoils (B


n 0

Dose Model

odeling is peermination w

m/yr criterionnd computati

e four potenws for the p

water. The inw potential o

of residual of backfille

y present at tining portion

was not assocnation. The

water exposuras applicabl

view of the ons and resu

Backfilled Ba

e model for ed as the Basradioactivity

ement End So a conditionM conceptuarete remainson geometry

ults of the Bper mCi totcannot be r

remain in thatively includ

BFM

M Insitu geomradioactivityand 2) expoon of an ons

water (BFM BFM Insituds

Water ReactorPlan

Overview

erformed to will not res

n. This sectioional method

ntial sources purpose of dntact LACBof containin

radioactivited basementthe LACBWn of the Circciated with cpotential fore factors wle to demons

dose assessmults are provi

asements

backfilled bsement Fill My remaining i

State will ben that would

al model incls in the “as-y where som

BFM dose tal activity fruled out thahe ground. de the sum o

Insitu Scena

metry includy as a resultosure to drilsite water suInsitugw). T).

r

demonstrateult in a doson provides ds for dose a

of residual dose modeli

BWR Adminng significanty to remaints. There is

WR site or wiculating Watcontaminatedor significan

were calculatstrate compli

ment methodided in sectio

basements toModel (BFMin the basem

e comprised d not realistiludes two soleft” configu

me or all of th

assessmentsfor each of

at a portion oTherefore,

of the BFM I

ario

des two expot of leachinglling spoils upply well. TThe drilling

6-7

e that residuse to the AMa general ov

assessment.

radioactivitying; backfill

nistration Bunt levels of n at the timno indicatioll be presentter Discharged systems annt groundwated. The dosiance with th

ds for the foons 6.7 to 6.

o remain beloM). The BFMments.

of backfilleically allow ource term guration at thhe concrete i

s are expresthe three b

of the backfithe final do

Insitu and BF

osure scenarig from the bthat are bro

The well waspoils scena

ual radioactivMCG (indusverview of th

y in the Endled basemenuilding will residual rad

me of licenseon that signt in the End e Pipe, the lind is expecteater contamise from eachhe 25 mrem/

our sources .17.

ow 636 footM calculates

ed concrete sthe remainin

geometries; 1he time of liis excavated

ssed as Dosasements an

filled structurose for demFM Excavat

ios; 1) expobackfilled c

ought to the ater scenario ario is design

vity remainistrial workehe LACBW

d State that nts, soil, bualso remain

dioactivity, e terminatio

nificant soil State. Withimited burieed to containination is alh of the fou/yr dose crite

is provided

t elevation (s the dose to

structures thng structure1) the Insitucense terminand brought

se Factors (nd the Remares could be

monstrating tion dose.

sure to well oncrete surfsurface duris designate

nated as BFM

ng at the timer) exceedinR site conce

were categouried pipingn intact but if any. The

on will be incontaminati

h the exceptied piping than minimal, iflso very low

ur sources werion.

below. Det

(see Table 6the AMCG

hat are physis to be occu

u geometry wnation and 2t to the surfa

(DF) in uniaining Struce excavated

compliance

water contafaces into thring the assued as BFM IM Insitu Dr

me of ng the eptual

orized , and has a

e vast n the ion is ion of at will f any, w but

will be

tailed

-1) is from

ically upied. where 2) the ace.

its of ctures and a

e will

aining he fill umed Insitu rilling

La CrossLicense TRevisionThe concfloors anwith theradioactivrelease owater supand flowa clean cdirect expathway

The BFMare brougterminatiThe resiinstallatiobrought tpathways

The BFM(RESRAspreadshassessmebasementat the timfor each with the

6.5.1.2. The BFMexcavateconservacredit forassumed which is contaminExcavatimrem/yr the averaare not ex

BFM Ex“Remain


n 0 ceptual modnd walls is r concrete svity is relea

occurs immepply well is

w to the well cover of at lxposure and

to the indus

M Insituds sceght to the suion, before aidual radioaon is assumto the grouns are the sam

M Insitugw dAD) v7.0 m

eet calculatients are exprt (and the Re

me of licenseRadionuclid25 mrem/yr

BFM

M Excavatiod and spre

atism, the excr radioactiveto inadverteconsistent w

nation. Theon DFs that per total m

age concentrxceeded.

xcavation DFning Structur

Water ReactorPlan

del for the Beleased to a

surfaces afteased instantlediately after

assumed tois conservat

least 3 feet isoil ingestiotrial worker

enario assumurface. The any leaching activity in ted to be ina

nd surface, ame as those th

dose assessmmodel. The

ions coupledressed as DFemaining St

e terminationde of Concerdose criterio

Excavation

on scenario aad on the cavation is ae decay. Thently mix wwith the guie calculationare expresseCi. The fun

ration in the

Fs were calcres” consisten

r

BFM Insitugw

adjacent fill er backfill. y into the fir license ter be installedtively modelis present ovon/inhalationAMCG is d

mes that the dwell installafrom concre

the floor coadvertently mand spread ohat apply to

ment is impleBFM Insitu

d with RESRFs in units oructures) (se

n, as determirn (ROC), anon.

Scenario

assumes thaground sur

assumed to oe residual ra

with the masidance in NUn is performed in the samndamental dexcavated c

culated sepant with the B

6-8

w scenario athrough leacThe scenar

fill which is rmination takd adjacent toled assumingver potentialn is negligib

drinking wate

drilling spoiation is assuete occurs anoncrete thatmixed with tver a 15 cmcontaminate

emented usinuds dose asRAD modeliof mrem/yree Table 6-1ined by the Fnd summed

at some or aface at som

occur immedadioactivity ss of structuUREG-1757med using Eme units as tdriver of the concrete is li

arately for thBFM Insitu D

assumes thatching into wrio assumes

then treatedking no credo the down gg that structully contaminble or zero. er from the o

ils from the iumed to occnd taking not is contactthe fill mate

m thick layered surface so

ng the RESsessment ising. The resper mCi tot). The invenFRS, will beas necessary

all of the bacme time aftdiately after remaining in

ural concrete7, Appendix Excel spreathe DFs for tBFM Excav

imited such t

he Reactor BDF calculati

t the residuawater that co

that 100%d as contamdit for radiogradient edgures are not nated surfacThe BFM I

onsite well.

installation ocur immediao credit for rated by the erial above tr. The BFM oil.

idual RADis implemensults of the tal activity intory of reside multiplied y, to demons

ckfilled struter license license termn the backfi

e removed dJ, for addre

adsheet and the BFM Insvation DF cthat the surf

Building, Wions.

al radioactiviomes into co

% of the resminated soil. oactive decayge of the bui

present. Becces the dose Insitugw exp

of the onsiteately after licadioactive dborehole d

the floor surInsituds exp

oactive matnted using EBFM Insitu nventory in dual radioacby the BFMstrate compl

ucture concretermination

mination takinlled baseme

during excavessing subsu

results in situ scenariocalculation isface soils DC

WTB, WGTV

ity in ontact sidual The

y. A ilding cause from osure

e well cense

decay. during rface, osure

erials Excel dose each

ctivity M DFs liance

ete is . For ng no nts is

vation urface BFM

o, i.e., s that CGLs

V, and


6.5.2. S

Derived Cradioactivused to p

For conscontainedcm woulcontaminmodelingUsing a contaminpotential a clean so

In the uduring FdiscovereCommiss

Standardwith guid

6.5.3. B

With thepiping tocontaminconducte

The conctwo sceninternal slayer of sthe soil mthe pipe e2.54 cm transportDischargassumes layer of sand Excascenariosin units o


n 0

oil

Concentratiovity in surfa

perform the c

servatism, ad in a 1 m deld result in nation is ideg may be re

1 m thicknation with

for subsurfaoil layer ove

unlikely evenFSS that ared geometriesion (NRC) w

d methods fodance in NU

Buried Pipin

e exception oo remain anation potened to develop

ceptual modnarios: Insitusurfaces of tsoil in an aremixing layerexcavation. layer of soi

t and migratige Pipe whi

that the pipsoil on the gavated soil s. RESRAD of dpm/100 c

Water ReactorPlan

on Guidelineace soils thacalculation.

and to optimepth from thlower dose

entified at Lquired if thekness reduca thickness

face contaminer a contamin

nt that geomre not bounes will be adwill be notif

or RESRAD UREG-1757.

ng

of the portioat LACBWRntial is minip DCGLs for

el for the buu and Excavthe pipe is aea equal to thr is 15 cm dThe Insitu scl with no crion. This is ach will be

pe is excavatground surfavia the sammodeling is

cm2.

r

e Levels (DCat correspon

mize remedhe surface. A

(i.e., higherLACBWR we conceptuaces the pots somewhat nation to remnated soil lay

metries are nded by theddressed by fied if additio

parameter sThe AMCG

on of the CiR was assoimal (see Tr pipe.

uried piping vation. In thassumed to ihe internal s

due to the excenario assuredit taken foa conservativfilled with

ted followedce with no c

me pathwayss used in con

6-9

CGLs), in unnd to the 25

diation efficA standard sur DCGL). H

with a thicknal model assutential for greater tha

main in the yer at depth.

encounterede assumed additional m

onal modelin

selection andG for soil is th

irculating Wociated withTable 6-2).

dose assessmhe Insitu scinstantaneousurface area xtensive gro

umes that thefor the preseve assumptioa flowable

d by instant cover. The Ins applicable njunction wit

nits of pCi/gmrem/yr do

ciency, surfaurface soil cHowever, in ness greater umed a 15 delays or

an 15 cm isEnd State w.

d during co1 m soil c

modeling. Tng is require

d uncertaintyhe Industrial

Water Dischah contaminaA buried p

ment is simicenario the rusly release aof the pipe.

ound surfacee released raence of the pon, particulafill materiarelease of andustrial Wo to the BFMth Excel spr

g, were develose criterion

face soil is ontaminatiothe unlikelthan 15 cm

cm contamiunnecessary

s encounterewith a geome

ontinuing chontaminatio

The U.S. Nued.

y analysis arl Worker.

arge Pipe, noated systempiping dose

ilar to the Bresidual radand mix witFor the Exc

e disturbancedioactivity i

pipe to reducarly for the Cal. The Excall radioactivorker is expoM and soil readsheet to

loped for resn. RESRAD

defined ason thicknessly event tha

m additional ination thicky remediatioed. There isetry compris

haracterizatioon thicknessuclear Regul

re used cons

one of the bms and ther

assessment

BFM and incdioactivity onth a thin 2.5cavation scene associatedis a below grce environmCirculating Wcavation scevity into a 1osed to the Idose assesscalculate DC

sidual D was

s that of 15

at soil dose

kness. on if s low sed of

on or s, the latory

istent

buried refore t was

cludes n the

54 cm nario,

d with round

mental Water enario 5 cm Insitu sment CGLs


6.5.4. E

Groundwlicense teLow levewell pairgroundwcontamin

6.5.5. R

The LASwitchyacontain rin NUREand Equi

6.5.6. D

The varioexclusiveBFM Insthe activwith the encounteThe dossimultanedemonstrfollowing

maxim

maxim

sum o

maxim

maxim

maxim

6.5.7. A

As discuforeseeabuse scenawell and

A qualitalower tha


n 0

Existing Gro

water monitoermination. Tels of H-3 anrs were insta

water concennation presen

Remaining A

ACBWR Adard Fire Serresidual rad

EG-1575, Suipment Manu

Dose Summa

ous source te. For examsitu drilling vity released

groundwateering the wee from soieously with rate compliag using the m

mum BFM I

mum BFM E

of the BFM

mum soil do

mum buried

mum existin

Alternate Sc

ussed in seble” scenarioarios were coonsite garde

ative evaluaan that calcu

Water ReactorPlan

oundwater

oring has beThe final mond Sr-90 havalled at the sitration are pnt at license

Above Grou

dministrativevice Water

dioactivity. Tupplement 1ual (MARSA

ation for Co

terms and comple, althoug

spoils scenato groundw

er activity rll. Thereforel, buried pthe BFM do

ance with thmean values

Insituds dose

Excavation d

Insitugw dos

ose,

d piping dose

ng groundwa

enarios

ection 6.4, o based on ponsidered inen.

ation of a reulated for the

r

een and wilonitoring datve been idenite. Groundwprovided to termination,

und Building

e Building, System willThey will b, Multi-Age

AME) (4) .

ompliance

onceptual mgh a low proario and subswater in the released froe, the BFM iping, and ose scenario

he 25 mrem/from FRS:

e,

dose,

e from all ba

e,

ater dose.

the industrpast and projncluding recr

creational lae industrial u

6-10

ll continue tte will depen

ntified in samwater exposuperform do

, if any.

gs

LACBWRl remain intbe free relency Radiatio

models discuobability, a sequently exBFM Insitu

om another Insitugw dosgroundwate

os. Therefore/yr dose crit

asements com

rial use scejected use oreational use

and use scenuse scenario

to be condund on the ev

mples collecture factors inose assessme

R Crib Houtact. The beased in accon Survey a

ussed above given basem

xcavated. Anugw scenario basement th

se will be suer could alse, the final sterion will in

mbined,

enario was of the LACBe, and reside

nario conclubecause occ

ucted until valuation of ted since 20n units of ment for exist

use and Tuildings arecordance wiand Assessm

are not necement could bnother exam

for one bashat is downummed acroso be viewsite-wide donclude the s

selected aBWR site. Twential use wit

uded that thcupancy time

sometime bsampling re12 after five

mrem/yr per pting groundw

Turbine Buie not expectith the guid

ment of Mate

essarily mutbe subject t

mple could besement comn gradient boss all basemwed as occuose assessmesummation o

as a “reasonwo alternateth a water su

he dose woue would be l

before esults. e new pCi/L water

ilding ted to dance erials

tually to the e that

mbines before ments. urring ent to of the

nably e land upply

uld be ess

La CrossLicense TRevisionthan thatthe recrethan assu

The residscenario spreadshstates thaassurancesection 6

M6.6.

A comprpresent athat havecharacterthe prima

The initiaand BFMthe soil DROC thadescribed

6.6.1. P

EnergySoDecommdocumenReactor MAround Decommfuel inve10 CFR P

The list oafter elimwith theoCo-60 ansamples)coupled several apresent d

Finally, Piping anwere not


n 0 t assigned toational land

umed for the

dent gardenas defined ieet, to calcuat if the peake that the sc

6.15.

Mixture Fra

rehensive “iat the LACBe not been rization but ary radionuc

al suite mixtM DF dose as

DCGLs andat will be cd in section 6

Potential Ra

olutions TSissioning (5

nts were revMaterials, (6

Commerciaissioning As

entory assessPart 61 wast

of activationminating noboretical neutnd Ni-63 (th. The reviewith reviewadditional raduring the de

the results ond Ventilatioalready acco

Water ReactorPlan

o an industriuse scenari

industrial w

ner land usein NUREG-ulate the dosk dose fromenario is unl

ctions for In

initial suite’BWR site. A

positively could theore

clide which i

ture fractionsssessments.

d BFM DFs considered d6.5.6.

dionuclides

SD RS-TD-5) establisheviewed incl6), and NURal Nuclearssessment (7sment condute stream ana

n product rable gases, radtron activatihe prominenew of Refer

w of the LACadionuclidesecommission

of concrete on Tunnels ounted for b

r

al worker. o the recreat

worker.

e was consid1757, Table se from the R

m a less likelylikely would

nitial Suite

of 21 radiAs discussed

identified inetically be pis Cs-137.

s were used The initial sto identify

during the F

s of Concern

-313196-001ed an initialuding NURREG/CR-428r Power

7). The revieucted in 1988alyses were a

adionuclides dionuclides wion productsnt activationrence 6, whCBWR fuel s being incluning of LAC

core samplwere review

by the assessm

6-11

In addition, tional user’s

dered to be5-1. RESRA

Resident Gay put plausib

d be necessar

Radionuclid

onuclides wbelow, the in LACBWR

present, albe

in the RESRsuite mixturethe insignif

FRS and fin

n and Initial

1, Radionucal suite of pREG/CR-34789, Residual

Plants; Oew also inclu8 that was dalso reviewe

for considewith half-livs with abundn products idhich include

inventory auded in theBWR.

es collectedwed. No radiments descri

if a water ss intake rate

e a “less likAD was use

ardener alterble scenariory. The alter

des

were identifiinitial suite R 10 CFR it at very lo

RAD uncertae fractions wficant dose cnal dose su

l Suite

clides of Cpotential RO74, Long-Lil Radionuclid

Origin, Disuded an eva

decay correced.

eration in theves less than dances less dentified in s both activ

and 10 CFR e list of tho

d from the Wionuclides wibed above.

supply well from the w

kely but plaed, in conjunrnate scenario is “significrnate scenari

ied that couincludes maPart 61 an

ow mixture f

ainty analysewere used in contributors

ummation fo

Concern DOC. Two inived Activatde Concentrstribution, aluation of a cted to Janua

e initial suittwo years, athan 0.01 peLACBWR

vation and Part 61 ana

ose that cou

WTB, Reactwere positive

were installwell would be

ausible” landnction with Eio. NUREG-cant” then grio is address

uld potentialany radionucnalysis or dfractions, rel

es for Soil Dconjunction and final l

or complianc

During LACndustry guidtion Producration WithinInventory, LACBWR

ary 2015. Se

te was develand radionucercent relati10 CFR Pafission prodalyses resultld be poten

tor Buildingely identified

led in e less

d use Excel -1757 reater sed in

ly be clides

during lative

DCGL n with ist of ce as

CBWR dance cts in n and

and spent

everal

loped clides ive to art 61 ducts, ted in ntially

g and d that

La CrossLicense TRevisionThe resuin Table

6.6.2. M

As descrdevelopeWTB, an1.27 cm fractionsfractions Minimumconcentraprovided

The mixtfraction justified across co


n 0 lting list of p6-3. The pr

Mixture Fra

ribed in Reed from concnd Piping/Veslices from . The use ofassigned to

m Detectablation data av

d in Table 6-3

T

ture was basfor all buildin Referenc

ores from the

Water ReactorPlan

potentially pocess for det

ctions for In

ference 5, tcrete core daentilation Tuthe cores wf cores with

o low abundle Concentrvailable. Th3.

Table 6-3

sed on a comdings. The ace 5 by a ree different ar

r

present radiotermining th

nitial Suite

the mixtureata collectedunnels. The

which were thh higher condance radionration (MD

he mixture fr

Initial Suand Mix

Nuclide

H-3

C-14

Fe-55

Ni-59

Co-60

Ni-63

Sr-90

Nb-94

Tc-99 Cs-137

Eu-152

Eu-154

Eu-155

Pu-238

Pu-239/240

Pu-241

Am-241

Am-243

Cm-243/244

Total

mpilation of 1application oeview of Csreas. The pot

6-12

onuclides is he mixture fr

Radionuclid

fractions fd during chavast majoritherefore use

ncentrations nuclides werC) values

ractions assig

uite of Potenxture Fract

MixtFract

0.000

0.000

0.002

0.010

0.012

0.080

0.009

0.000

0.000

0.877

0.000

0.000

0.000

0.000

0.000

0.003

0.000

0.000

0.000

1.0

12 cores fromof the combs-137/Sr-90 tential effect

called the “Iractions is de

des

for the Initiaracterizationty of the acted to determwas require

re not overlywhich weregned to the I

ntial Radiontions ture tions

071

065

294

038

221

048

907

008

015

736

093

080

045

014

013

306

037

004

005

00

m all buildinbined data to

ratios whict of uncertai

Initial Suite”escribed belo

ial Suite radn from the Rtivity was lo

mine the radied to ensure y influencede in many Initial Suite

nuclides

ngs to determo determine ch were relainty in the m

” and is provow.

dionuclides Reactor Builocated in theionuclide mi

that the mid by the rep

cases the radionuclide

mine one mithe mixture

atively consmixture fracti

vided

were lding, e first ixture ixture ported

only es are

ixture e was istent ions

La CrossLicense TRevisionon the finmixture iuncertainbecause Complianconcentraemitters insignificsoil DCGthat is podemonstr

The primDetect (HFRS. Hoconservafraction.

There wpredominevaluatioless than HTD radMDC vaThereforsoil and ucontributsufficient

S6.7.

Site-spec10 CFR 2radionucpercentag

The surfuniformlyexpectatigeometrywith conc

6.7.1. S

There is based onsubsurfacmonitorin


n 0 nal complianis comprisednty in the mi

the FRS fnce with thations for gthat were

cant contribuGLs and Burositively idenration.

mary source oHTD) mixtuowever, the ative and pr

See section

were only anantly Cs-1on of the rela

the MDC. Wdionuclides talue which ce, the radionused to detertor dose pert margin to a

oil Dose As

cific DCGLs20.1402 doslide in orderge and the fi

face soil coy contaminaions that at y consisting centrations e

oil Source T

limited poten the resultce soil conng results do

Water ReactorPlan

nce dose cald of Cs-137 ixture fractiofor structuree 25 mrem/ygamma-beta designated utor dose caried Pipe Dntified durin

of potential ure fractions

method useovides suffi6.13 for the

a few posi37, and th

ative mixtureWhen the Cthat are not

could be ordnuclide mixturmine the socentage assiaccount for m

sessment an

s were develse criterion r to provide inal list of R

onceptual mated 1 m laythe time ofof a clean

exceeding th

Term

ential for sigts of soil c

ntamination own gradient

r

lculations iswhich is a

ons for Cs-1es and soilyr dose critemitters. N

as insignifialculation anCGLs. The g FRS will b

dose impactbecause the

ed to calculaicient margiassessment

itive soil se concentrae fractions fos-137 concepositively i

ders of magnure fractions

oil ROC. Hoigned to soilmixture unce

nd DCGL

loped for resof 25 mrem/an input to

OC.

model assumyer of soil f license tersurface laye

he surface so

gnificant surcharacterizatunder the t of suspecte

6-13

s minimized beta-gamma37, or any ol will be pterion will bNote that thcant contribnd the correadditional d

be directly c

t from mixtuere will be nate the insigin to accounof insignific

sample resuations were for the HTD ntrations areidentified arnitude highes determinedowever, as dl is demonstertainty.

sidual radioa/yr. A DCGthe determi

mes that thefrom the grrmination reer of soil ovoil DCGL.

rface or subion performTurbine Bu

ed broken dr

by the fact a emitter. T

other beta-gaperformed ube demonstrhe dose conbutors is alesponding addose from ancalculated an

ure uncertainno analysis ognificant cont for uncercant contribu

ults identifiinsufficien

radionuclidee low the relre artificiallyer than the ad from the codescribed in trated to be

activity in sGL was calination of in

e soil contaround surfacesidual radiover a contam

surface soil med in 2014uilding baserain lines. Ho

that the vasThere is no damma emittiusing gammrated using ntribution frlready accoudjustments tny beta-gam

nd included i

nty is limiteof HTD radiontributor dortainty in thutor dose per

ied during nt to provides which welative mixtury increased actual concenoncrete coresection 6.13conservativ

urface soil tculated for

nsignificant c

amination isce downwardoactivity wiminated subs

contaminati4. There ared on positowever, geo

st majority odose impact ng radionuc

ma spectroscactual mea

rom beta-gaunted for into the BFM mma radionuin the compl

ed to the Harionuclides dose percentahe HTD mircentage.

characterizade a meaniere all reportre fractions odue to usinntrations pre

es were appli3 the insignifve and to pro

that represeneach initial contributors

s contained d. There arill remain wsurface soil

ion at LACBre indicationtive groundwprobe sampl

of the from lides, copy. sured

amma n the DFs,

uclide liance

rd-to-during age is ixture

ation, ingful ted as of the

ng the esent. ied to ficant ovide

nt the suite

dose

in a re no

with a layer

BWR ns of water les

La CrossLicense TRevision collectedplant-dercontinuinsoil expo

Soil charbiased sucollected137 abovindicatedsamples 60 result

6.7.2. S

The AMapply:

Direc

Inhal

Inges

Inges

The agrimilk, gra

S6.8.

The RESfor the EnergySoFactors (

6.8.1. P

RESRADbelong tolocation site-speccharacterexposure

Behaviorfor the schanged LACBWfor both t


n 0

d under the Trived radionng characteriosed.

racterizationurface soil sad inside the Lve the MDCd Co-60 abovindicated Css greater tha

oil Exposur

CG at the L

ct exposure t

lation of airb

stion of soil

stion of wate

cultural andain and veget

oil DCGL C

SRAD modelmodeling

olutions TS(8).

Parameter S

D parameterso more thanof the sourcific) includiristics of atme to, the dose

ral parameteite. For the(e.g., param

WR, the behathe BFM and

Water ReactorPlan

Turbine Buinuclides aboization after

n results are amples and 7LSE fence. TC with a mave the MDCs-137 above

an MDC. The

re Pathways

LACBWR s

to external ra

borne radioac

er from onsit

d gardening table ingesti

Computatio

l was used todiscussed

D RS-TD-3

Selection Pro

s are classifin one categoe term and tng the geoh

mospheric ane receptor are

ers define thee same groumeters for

avioral paramd soil dose a

r

ilding in theove backgrthe Turbine

provided in 79 subsurfacThirteen of taximum of

C with a maxe MDC with e Cs-137 res

s and Critic

ite is the In

adiation

ctivity

te well

pathways aon pathways

on Model – R

o calculate Dbelow are

313196-004,

ocess

fied as behavory. Physicthe geologichydrologic, gnd biosphere also consid

e receptor’s up of receptoindustrial u

meters are baassessments.

6-14

e vicinity ofround. Subse Building fo

LTP Chaptece soil samplthe surface s1.07 pCi/g. ximum of 0.

a maximumsults are all i

cal Group

ndustrial Wo

are not applis are therefo

RESRAD v7

DCGLs for se provided LACBWR

vioral, metabcal parameteal characterigeochemicalric transport dered physic

behavior coors, a param

use could beased on an i

f the suspectsurface soiloundation is

er 2 and sumles (at varyinsoil sample aTwo of the

287 pCi/g. Fm of 0.161 pin the range

orker. The fo

icable to indore not includ

7.0

surface soil.d electronic

Soil DCGL

bolic or phyers are deteristics of the l, and meteo

up to, but cal input para

onsidering thmeter value ce different industrial us

t drain linesl will be es removed an

mmarized heng depths toanalyses resue surface soFifteen of thpCi/g with nof natural ba

following ex

dustrial landded.

The RESRAcally in coL and Conc

sical. Somermined by thsite (i.e., so

orologic chanot includinameters.

he conceptuacould changfrom reside

se scenario a

s did not ideevaluated dnd the under

ere. A total six meters) ults indicate

oil sample rehe subsurfaceno subsurfaceackground.

xposure path

d use. The m

AD output reonjunction crete BFM

e parametershe geometryurce-specifi

aracteristics. ng, uptake b

al model selge if the sceential use). and are the

entify during rlying

of 22 were d Cs-esults e soil e Co-

hways

meat,

eports with

Dose

s may y and c and The

by, or

lected enario

For same

La CrossLicense TRevisionMetaboliset of me

Physical,dose moduses singselection

Argonne Priority 1ranking iProbabil

Priority 3from the either asparametesite-specfrom thePriority 1negativelnegativeland positto positivthan 0.25

ConsistenparameteContaminTable 6.8

Figure 6-determinto determ

6.8.2. R

The uncerounded radionucrespectivSection Ifor. The practical with the for select

Attachmefor the un


n 0 ic parameteretabolic para

, behavioral deling to calgle values fon process is d

National L1 parametersis documentlistic RESRA

3 physical pparameter dsigned site-

er distributioific paramet

e RESRAD 1 and 2 parly correlatedly correlatedtively correlvely correlat5 were assign

nt with theers were assination Fro87.

-7 provides nistic paramemine the fina

RESRAD Pa

ertainty analmixture fra

lides, and enve mixture fI.7.5 and ens

threshold oimplementaobjective oftion of deter

ent 6-1 provncertainty an

Water ReactorPlan

rs define cerameters appli

and metabollculate soil Dor input pardescribed bel

Laboratory (s have the hted in AttachAD 6.0 and R

parameters wdistributions specific det

ons defined iter distributiuncertainty

rameters. Ad to dose. Td parametersated to dose

ted parametened the med

e guidance igned the meom Decom

a flow cheters and parl determinist

arameter Se

lysis includeactions of 0ntered into Rfactions. Thisures that theof 0.1% foration of the Rf identifying rministic par

vides a tablenalysis. The

r

rtain physiolies to both th

lic parameteDCGLs (andameters andlow.

(ANL) rankhighest potehment B to tRESRAD-BU

were assignedefined in N

terministic vin NUREG/Cions. The Panalysis w

A PRCC vaThe 25th percs. A PRCCe. The 75th pers. Priorityian value of

in NUREGean values fr

mmissioning

hart of the rameter distrtic paramete

election for U

ed all of the0.1% or greRESRAD foris approach e sensitivitier including RESRAD un

sensitive paameters thro

e with the dereferences o

6-15

logical charahe BFM and

ers are treated BFM DFs)d generates a

ked physicalntial impactthe ANL rep

UILD 3.0 Com

ed either a sNUREG/CRvalues, evaluCR-6697, or

Partial Rank ere used to alue less thcentile of the

C value greapercentile of1 and 2 para

f the paramet

G-1757, secfrom NUREG

Parameter

parameter ributions is uer set used to

Uncertainty

e initial suiteeater. The cr the uncertais consisten

es of the signradionuclide

ncertainty anarameters foough the unc

eterministic or justificatio

acteristics ofd soil dose as

ed as determi). The detera single val

l parameterst on dose anport, NUREmputer Code

site-specific R-6697. Priouated by unr evaluated bCorrelationevaluate th

han -0.25 we parameter

ater than +0.f the parameameters withter distributi

ction I.6.4.2,G/CR-5512 r Analysis

selection prused in a REo calculate so

y Analysis

e radionucliconcentratioainty analysnt with the

nificant radioes was primnalysis modur significant

certainty ana

values and ons for the p

f the potentissessments.

inistic paramrministic molue for dose

s by prioritynd Priority 3

EG/CR-6697,es, (NUREG

value or thority 1 and 2ncertainty anby uncertain

n Coefficienhe relative s

was considerdistribution

.25 was coneter distributh a PRCC abion.

, metabolic Vol. 3, Resi

(NUREG/

rocess. TheESRAD Uncoil DCGLs.

des from Tans assignedis, were valuguidance in

onuclides armarily applieule but is alst radionuclidalysis is discu

parameter dparameter sel

ial receptor.

meters in theodule of the . The param

y as 1, 2, 3 the least. , Developme

G/CR-6697)

he median v parameters nalysis usinnty analysis unt (PRCC) vsensitivity ored sensitiven was assignnsidered sention was assibsolute value

and behavidual Radioa/CR-5512)

set of selcertainty Ana

able 6-3 thad to the selues equal ton NUREG-

re fully accoued to facilito fully cons

des. The ratiussed below

distributions lections are

One

e final code

meter

or 3. This

ent of (9).

values were g the using

values of the e and ned to sitive igned e less

vioral active

(10)

lected alysis

at had lected their 1757, unted tate a istent onale

w.

used listed

La CrossLicense TRevisionin Attachand the gwith theparamete

The contspecific sto ensurethan the from Ref

Conta

Soil D

Soil P

Soil E

Satur

A site-spparameteSupport Hydrolog

The Inha5512, Taequates tInhalatio

A similarindustriaresidentiarate for a

The RES6697 AttAssuminmajority report Usand 25(2190*.7(2190*.2

Site-specPumpingLACBW129 foot The 33.1be repres


n 0 hment 6-1. Tgeneric para process flo

er distributio

taminated arsoil type is se efficient re

typical defaference 1 we

aminated Zo

Density,

Porosity,

Effective Po

rated Zone H

pecific deterer based on

Document gical Param

alation Rate able 5.1.1 whto 23 m3/d. n Rate (m3/y

r process wal worker. NUal user whic

a worker as f

SRAD paramt. C, Table

ng 5 days a of industria

ser’s Manua% outdoo

75)/(24*365)25)/(24*365)

cific parametg Rate Param

WR. The welldepth is 109 m depth is a

sented by a n

Water ReactorPlan

The basis foameter distriow chart in

ons are discu

rea was assusand. The demediation (iault value oere applied:

one Hydrauli

rosity,

Hydraulic Gr

rministic vala calculatio14-006, Coeters in Supp

parameter fohich provide The inhala

yr) = 23 m3/d

as followed UREG/CR-5h correspond

follows: 1.31

meters Indoo7.6-1, whicweek and

al work is eal for RESRArs. The

) = .1875) = 0.0625.

ter distributimeters. Therel depths are 9 feet (33.1 massumed to b

nominal 20 f

r

or the behavibutions (NUn Figure 6-ussed in more

umed to be thepth of soil cif necessary)of 0.15 m. T

ic Conductiv

radient.

lue was alsoon performeonestoga Roport of Dose

for the industes an annual ation rate thd ÷ 24h/d * 2

to determin5512, Table ds to 1.31 L/1 L/d * 250 w

or and Outdoch recomme50 weeks p

expected to AD Version correspondi

5. The Ou

ions were dee are two exi

116 feet anm) below thbe maximumfoot screen d

6-16

vioral and mUREG/CR-67. The basie detail below

he full 7500contaminatio) and FRS if The followin

vity,

o selected foed for a sanovers & Ase Modeling f

trial worker inhalation r

e industrial 2000 h/y = 1

ne the Drink6.87, provid

/d. This ratework days/y

oor Time Frnds a media

per year, thibe indoors.6 (12) , 75%ng RESRAutdoor Tim

eveloped foristing onsitend 129 feet bhe average wm well depthdepth (6.08 m

metabolic par6697) are stris for the sw.

0 m2 area inson was consef contaminating site-speci

for the “Satund soil typessociates (Cfor the Zion R

AMCG warate of 8400/worker was

1917 m3/yr.

king Water Indes a water

e was conservyr = 327 L/yr

ractions werean indoor wis equates toConsistent

% of work tiAD Indoo

me Fraction

r the Well Pe industrial wbelow the g

water table elh. The minimm) starting at

rameters (NUraightforwarsite-specific

side the LSEervatively asion is foundific determin

urated Zone in ZionSol

CRA) ReporRestoration

as derived fro/y for a resids then calcu

ntake Rate pintake rate ovatively appr.

e derived frowork day ofo 2190 houwith Table

ime is assumor Fractionn is then

Pump Intakewater supply ground surfaclevation whi

mum well dept the average

UREG/CR-5rd and cons parameters

E fence. Thessumed to be

d at depths grnistic param

e Field Capalutions Techrt, EvaluatioProject (11)

om NUREGdential user.

ulated as fol

parameter foof 478 L/yr

plied as the in

om NUREGf 8.76 hoursurs per year.

2-3 of themed to be indn parameten calculated

e Depth and wells suppo

ce (bgs) (1)ich is 20 feetpth is assume water table

5512) istent s and

e site-e 1 m reater

meters

acity” hnical on of ).

G/CR-. This lows:

or the for a ntake

G/CR-s/day. . The ANL doors

er = d as

Well orting . The t bgs.

med to e

La CrossLicense TRevisionelevationbetween similar tdistributi

NUREG/variabilitpumpingdevelopepersons oassumingwhich eqactual wato provid

The remawith the p

6.8.3. S

The full Referenc

The uncewere senThe sensdistributiFour MajprovidedNUREG/determinTable 6-paramete

N


n 0 n. The mode6.08 m and to the NURion.

/CR-6697 dty. For an ind

g rate is inced. NUREGof 328.7 m3/g four workquates to164ater use at a

de a range th

aining paramprocess flow

oil DCGL U

RESRAD Uce 8. The unc

ertainty analnsitive whichsitive paramions in Shepajor Soil Typd in Referenc/CR-6697 d

nistic values 5). The unc

ers evaluated

Table 6-4

Radionuclide

Cs-137

Eu-152

Eu-154

Note 1: NS indic

Water ReactorPlan

e of the rec33.1 m whic

REG/CR-66

oes not provdustrial use cluded in t

G-6697, Tabl/yr. This valers. A nomi3.5 m3/yr. T

an unknown at can be use

meters in Atw chart in Fig

Uncertainty

Uncertainty Rcertainty ana

lysis results h are listed,

meter for Cs-ppard and Thpes: A Compce 13 and wdistribution.

for sand frocertainty anad are listed in

4 Determused in

e Kd in ConZone

75th

NS1

75th

cates non-sens

r

commended ch is 19.6 m97 distribut

vide a recomscenario, thethe uncertaile 3.10-1 applue is assuminal maximu

These minimfuture indused to determ

ttachment 6-gure 6-7.

y Analysis R

Report for Soalysis results

for the Kd along with

-137 was ashibault, Defapendium, (13was therefore

All non-seom Referen

alysis resultsn Table 6-6.

ministic Valn to calcula

taminated

1460

NS

7302

itive paramete

6-17

triangular d. Note that thtion values

mmended ve pump rate inty analysiplies a sanita

med to be theum rate is a

mum and maxstrial facility

mine if the do

-1 not discu

Results

oil DCGL pas are provide

parameters the selected

ssigned the ault Soil/Soli) which are

e assigned thensitive Kdce 13 as liss and the se

lues selectedate Soil DCG

Kd in UnsZone

NS

75th

NS

r

distribution he site-speci

of 6, 10,

alue for wedepends on s a nominaary and potae minimum assumed basximum valuey on the site ose is sensitiv

ussed above

arameters ised in Tables

indicated thd determinist75th percentid /Liquid Palisted in Re

he 75th percd parameterssted in NURelected deter

d for SensitGLs

saturated

NS

7302

NS

is assumed ific distribut

and 30 fo

ell pumping industry. To

al uniform able water usindustrial w

sed on supples are not inafter licens

ve to well pu

were select

s provided el6-4 to 6-6.

hat only thretic parametetile value frartition Coef

eference 8. Eentile value s were ass

REG-6697, Trministic val

ive Kd para

Kd in SaturZone

NS

NS

NS

to be mid-tion is reasonor the trian

rate due to o ensure thatdistributionsage rate for

well pumpingly to 20 wo

ntended to pre terminatioumping rate

ed in accord

lectronically

ee Kd paramers, in Tablerom the sanefficients, Kd

Europium wafrom the de

igned the mTable 3.9-2lues for all

ameters

rated

NS

NS

NS

-point nably

ngular

high t well

n was r four g rate orkers redict

on but .

dance

y with

meters e 6-4.

nd Kd ds, for as not efault mean (see other


NN

T

S6.9.

The soil parameteContaminunsaturatelectroni


n 0

Table 6-5

RadionucH-31

C-14 Fe-55 Ni-59 Ni-63 Co-60 Sr-90 Nb-94 Tc-99

Cs-137Eu-152

Note 1: Sand KdNUREG-6697, T

Table 6-6

Contaminated

Contaminated

Evapotranspi

Wind Speed1

Runoff coeffi

Saturated zon

Well pump in

b Parameter o

Mass loading

Indoor dust fi

External gam

Well Pumpin

Depth of Soil

oil Determi

DCGLs weer distributionated Zone Fted and saturcally with R

Water ReactorPlan

5 DetermKd pa

lide K

7 1

ds not listed in Table 3.9-1 wa

Soil DCGfor Non-N

Parameter

d zone erosion

d zone b param

ration coefficie

icient

ne b parameter

ntake depth

of Unsaturated

g for inhalation

iltration factor

mma shielding f

ng Rate

l Mixing Layer

inistic Analy

ere calculateons replaced Field Capacrated zone. T

Reference 8. T

r

ministic pararameters foKd (cm3/g)

0.06 5

220 400 400 60 15

160 0.1 280 825

NUREG-6607as used.

L UncertainNuclide Spec

rate

meter

ent

zone

n

factor

r

ysis and Soi

d using the by the deterity was alsoThe full RESThe Soil DC

6-18

rameter valuor soil DCG

RadiEuEuNpPuPuPuPuAmAmCmCm

7 Table 3.9-2 f

nty Result acific Param

UncertaintResult

median

median

median

median

75th

median

median

median

median

median

75th

median

25th

il DCGLs

parameter srministic valu changed froSRAD Summ

CGLs for the

ues selectedGL calculatio

ionuclide u-1541 u-1551

Np-237 u-238 u-239 u-240 u-241 m-241 m-241 m-243 m-244 for this radionu

and Determmeter Distrib

ty Selected

0.0015

0.97

0.62

6.8

0.45

0.97

19.6

0.97

2.35E-05

0.55

0.4

986.1

0.15

set providedues listed in om 0.2 to 0.mary Reporte Initial Suite

d for non-seon

Kd (cm825 825 5

550 550 550 550

1900190040004000

uclide. The mea

ministic Valubutions

d Deterministi

5

d in Attachmn Tables 6-4,

066 to be cot for Soil DCe are listed in

nsitive

m3/g)

0 0 0 0 an value from

ues selected

ic Value

ment 6-1 wit 6-5 and 6-6onsistent witCGLs is provn Table 6-7.

th the 6. The th the vided


B6.10.

The BFMthe backfconceptumore detpathways

The BFM(639 foot20 feet bgroundwseasonal and Ventthe averaassumed The seasabove 61somewhain the sat

The BFMexposuredrilling s


n 0

Basement Fi

M is used to filled basem

ual model watail includings. The comp

M conceptuat), i.e., to an

bgs at 619 fowater is in d

groundwatetilation Tunnage water tato be instalonal water f

19 foot and at of an exceturated zone

M includes twe pathways; spoils that ar

Water ReactorPlan

ll Conceptu

calculate doments to rem

as provided g assumed putational mo

al model assuelevation of

oot elevationdirect commer fluctuationnels, the seaable level, illed in the safluctuations contacting b

eption in tha(see Figure

Table 6-7

wo scenarioingestion o

re assumed t

r

ual Model

ose to the indain after licein section 6

physical conodel is descr

umes that alf 636 foot, a

n (1) which dmunication w

n. Based onasonal fluctui.e., to the 6aturated zonresult in flubackfilled st

at a portion o6-6).

7 LACBSuite R

RadionuclideH-3 C-14 Fe-55 Ni-59 Co-60 Ni-63 Sr-90 Nb-94 Tc-99

Cs-137 Eu-152 Eu-154 Eu-155 Pu-238 Pu-239 Pu-240 Pu-241 Am-241 Am-243 Cm-243 Cm-244

s; Insitu andof drinking to be brough

6-19

dustrial workense termina

6.5.1. This senfiguration, gibed in secti

ll structures and then backdefines the b

with the Min direct obseuation can re629 foot elene below theushing of watructure surfof building is

BWR Soil DRadionuclide Soil

d Excavationwater from ht to the sur

ker AMCG fation. A genection descrgeohydrologions 6.11 and

are removedkfilled. Thebeginning ofssissippi riv

ervation of wesult in wateevation. An e 619 foot avater into andfaces. Note s below 619

DCGLs for Ides

DCGL (pCi/g5.352E+06 6.768E+06 1.019E+07 2.599E+07 1.281E+01 9.495E+06 6.577E+03 2.018E+01 2.008E+03 5.811E+01 2.844E+01 2.635E+01 1.122E+03 1.693E+03 1.523E+03 1.525E+03 3.691E+04 1.105E+03 1.872E+02 2.892E+02 2.720E+03

n. The BFMan onsite w

rface during

from residuaneral descripibes the con

gy, source-ted 6.12.

d to a depth e average waf the saturatver resultingwater ingreser rising up onsite wate

verage wated out of the that the Re

9 foot and is

Initial

g)

Insitu scenawell and dithe installat

al radioactivption of the nceptual moderm and exp

of three feeater table deped zone. Thg in river dss into the P

to 10 feet aer supply wer table elevaunsaturated actor Buildiassumed to

ario includeirect exposution of the o

vity in BFM del in osure

et bgs pth is

he site driven Piping above

well is ation. zone

ing is be in

s two ure to onsite

La CrossLicense TRevisionwell. Thethe backf

6.10.1. SThe sourBasemencharacterprovidedremain in

6.10.1.1. The Reacbottom. Iextends 2upper heelevation

The totalfoot elev363 m2. removed of the stethe 636 fstructure reactor ono evidenliner. Th

Six 1.27 laboratorsurvey mcontaminradionucwith an a

There is is removaddition,demolitiopurposesactivity ithe liner.

6.10.1.2. The WTBstorage, a


n 0 e BFM Excafilled concre

ource Term

rce term font End Starization data

d in Referencn each basem

React

ctor BuildingIt has an ov26 feet 6 incemispherical n.

l wall/floor vation, is 512

Remediatioexposing th

eel liner willfoot elevatiocomprised

perations bynce of conta

herefore the p

cm thick corry for analysmeasuremennation. As shlide mixture

average of 1,

no indicatioved therefor general clon and remo before the sin contamina Therefore, m

Waste

B contained and disposal

Water ReactorPlan

avation scenete and sprea

m

or the BFM ate at the a for the basce 8. The expment are sum

or Building

g is a right cverall internches below g

dome, whic

surface area2 m2. The sun plans call

he steel linerl be removedon will remaof a concret

y the interioramination leapile cap and

re slices wersis. The corents and reprhown in Tab

e. The Cs-13,903 pCi/g.

on that contae no cores leanup of loval of the insteel liner isated dust frominimal sou

e Treatment

facilities anl of low leve

r

nario assumeading the con

is the totatime of li

sements thatpected sourc

mmarized bel

circular cylinal height of

grade level. ch is 0.60 in

a in the porturface area l for all belr. Subsequend. The remaain. The remte pile cap ar concrete, thakage beyon

d piles are co

re collected es were colleresent the ble 6-3, Cs-7 results fro

amination is were collec

loose contamnternal concs removed. Tom the steelurce term is e

Building

nd equipmenel solid radio

6-20

es large scalncrete over a

al inventory cense term

t will remaince term confilow.

nder with a hf 144 feet an

The steel shnch thick. T

tion of the bbelow the 6low grade cnt to interior aining structumaining concand piles. Thhe steel linernd the steel lonsidered to b

from the surected from bareas expec

-137 is the pom the six co

present in thcted from thmination oncrete is expeThis reducesl liner to theexpected in t

nt for decontaoactive wast

le industrial a 1 m layer o

of residualmination. LT

n. The dimeigurations an

hemisphericnd an insidehell thicknesThe lowest f

building to b619 foot aveconcrete inte

concrete remural concretcrete “bowl”he pile cap r and the extliner or the be non-impa

rface downwbiased locaticted to conpredominateores ranged f

he concrete the concrete n the steel ected for opes the alreadye underlyingthe Reactor

amination ante. The size

excavation on the groun

l radioactivTP Chapterensions and nd activity le

cal dome ande diameter oss is 1.16 incfloor elevatio

be backfillederage water terior to the moval, the rte outside the” sits on an and piles weterior concreconcrete bowacted areas.

ward and shipions as indicntain the he radionuclidfrom 66 pCi

to remain afoutside theliner (conc

erational rady low potentig concrete duBuilding En

nd the collece of the WTB

of some or nd surface.

ity remaininr 2 providessurface areaevels project

d semi-ellipsof 60 feet, ach, except foon is at 612

d, i.e., belowtable elevatisteel liner

remaining poe liner and bexternal su

ere isolated ete bowl. Thwl exterior t

pped to an ocated by elev

highest levede at 88% oi/g to 7,500 p

fter the steele steel linercrete dust) diation proteial for transf

during removnd State.

ction, procesB floor to re

all of

ng in s the as are ted to

soidal and it or the 2 foot

w 636 ion is to be ortion below upport

from ere is to the

offsite vated ls of

of the pCi/g

l liner r. In

after ection fer of val of

ssing, emain

La CrossLicense TRevisionbelow 63The WTBof 626 fe

ConcreteThe Cs-1offsite laCs-137 cvalues thsource te

DecontamdecontamTechnicaThis equ1.27 cm approximremaininremediat

6.10.1.3. The WG2 feet thisystem rrecombinelevation

Concreteof signifWGTV alevels in 0.547 µCconcentraof 4% ofcollectedis removand FRS

6.10.1.4. The RemPlant/Genslab, a sm

Three coconcentraThe activMDC wa


n 0 36 foot elevaB basement eet.

e cores were 137 concentraboratory ranconcentrationhat were apperm is expect

mination wmination threal Support Duates to appr

thick uniformate maximung after remion is compl

Waste

GTV is a 29 ick floors, wrouted mainning, moniton. A small su

e cores were ficant contamand WTB suthe WGTV.

Ci/L and 0.0ations in thef the contamd from the Wed to providclassificatio

Rema

maining Strnerator Plan

mall sump in

ncrete core ations in thevity was idenas found in th

Water ReactorPlan

ation is smafloor is at el

collected atrations in thenged from 12ns in the twroximately ted to be on

will be reqeshold is th

Document RSoximately 1rm layer. Aum concentrmediation toleted.

e Gas Tank V

foot by 31 fwalls, and cei

n condenseoring and hoump is presen

not collectemination. Houmps can be . The most r0215 µCi/L e sump liqui

mination leveWGTV as a pde a better eson.

aining Structu

ructures catnt area, a onn the Turbine

samples were three coresntified in thehe slice from

r

ll at 36.9 mlevation 630

t biased locae first core s240 pCi/g towo core slic1% of those the floor as

quired to me open air dS-TD-313190,000 pCi/glthough the

rations, the fo the open

Vault

foot undergriling located

er gases tholdup for dent that exten

d from the Wowever, 10 used to provecent samplfor the WTd, the conta

els in the WTpart of contistimate of co

ures

egory inclue foot thick e Building an

re collected s ranged frome core slice

m 1.27-2.54 c

6-21

2 with a tota0 feet. A sma

ations as indilices (0 - 1.2

o 25,400 pCices from 1.2

found in thopposed to w

meet the udemolition c96-005, La C Cs-137 assubiased chara

full areal extair demoli

round concred 3 feet bgs jhrough varioecay in the

nds to 618 fo

WGTV due tCFR Part 6

vide a very res from the B and WGT

amination levTB. Additioinuing charaontamination

udes the Pipremnant of

nd a small p

from the Pipm 10 pCi/g tfrom 0-1.27cm.

al wall and fall sump is p

icated by ele27 cm) of thi/g with an a27cm - 2.54he 0 - 1.27 cmwalls.

unrestricted criteria of 2Crosse Openuming that cacterization tent and conition criteria

ete structurejust outside ous componWGTV. Th

oot elevation

to access res61 samples rough estimasumps indic

TV, respectivels in the Wonal surveysacterization an levels to s

ping and Vf the four fooit in the Tur

ping and Vento 20 pCi/g

7 cm. Minim

floor surfacepresent with

evated survehe three coreaverage of 124 cm were mm slices. Th

use crite mR/hr per

n Air Demolcontaminatiosamples lik

ncentrations a will not

e with 14 feeof the WTBnents for dhe vault floon.

strictions andcollected fr

ate of potenticate Cs-137 ively. By simWGTV couls and/or coreafter all tanksupport reme

Ventilation ot thick Chirbine Buildin

ntilation Tunwith an ave

mal activity n

e area of 102h a floor elev

ey measurems analyzed b2,003 pCi/g.much lower he majority o

ria. The iEnergySolu

lition Limitson is presen

kely identifieof contaminbe known

et high wallB. The gas ddrying, filteor is at 621

d low expectrom liquid iial contaminconcentratiomple ratio od be in the re samples wks and equipediation plan

Tunnel, Reimney foundng.

nnel. The Csrage of 15 pnear or below

2 m2. vation

ments. by the The with

of the

initial utions

(14). nt in a ed the nation

until

s and decay ering, foot

tation n the

nation ons of of the range

will be pment nning

eactor dation

s-137 pCi/g. w the

La CrossLicense TRevisionCores wesump andsmall arcontinuin

The remnbecause ifour footpotential

6.10.2. BThe BFMthe “reastherefore

The follo

Direc

Inhal

Inges

Inges

Direcbroug

Direcsurfa

The agrimilk, gra

B6.11.

6.11.1. BThe BFMscreeningassumed dose moresistanc

The fill vactivity mbelow thfill volumwith watelevationThe surfa


n 0 ere not colld pit due to teas. Additiong characteri

nant of the it is the lowt thick founfor contami

BFM Exposu

M includes tonably fores

e the industri

owing exposu

ct exposure t

lation of airb

stion of conc

stion of wate

ct exposure, ght to the sur

ct exposure, ce by excava

cultural andain and veget

BFM Insitu S

BFM Insitu G

M Insitu grog approach. to release andeling assume to water fl

volume intomoves frome average w

me in the Reter continuouns at 618 fooface areas be

Water ReactorPlan

ected in thethe low expeonal concretization in the

Chimney foest one foot

ndation slab ination to mi

ure Pathway

two exposurseeable” futuial worker.

ure pathway

to external ra

borne radioac

crete or fill m

er from onsit

inhalation drface during

inhalation dation.

d gardening table ingesti

Scenario

Groundwat

oundwater (One hundrednd instantly ming that thow, i.e., are

o which the m the concrewater table eleactor Basemusly for the ot, the rema

elow 619 foo

r

e Reactor Plectation of site cores anese areas to

oundation slportion of ais expected

igrate three f

ys

re scenarios,ure land use

ys are applica

adiation in “

ctivity in “as

material in “

te well,

dose and ingeg installation

dose and inge

pathways aon pathways

ter Scenario

(BFM Insitud percent ofmix with th

he source tenot present.

released actete surface ilevation of 6ment below 6

full year. Waining End Sot in the thre

6-22

lant/Ventilatignificant co

nd/or dose rsupport FRS

lab has a vea solid four fd to containfeet into the

Insitu and at the LAC

able to the B

“as left” End

s left” End S

“as left” End

estion dose fof the onsite

estion dose f

are not applis are therefo

o

ugw) concepf the inventohe fill materierm is in the

tivity mixesinto the fill.619 foot. Mi619 foot becWith the exState basemeee sumps ar

tion Plant aontaminationrate surveysS classificati

ery low potefoot slab. Th

n minimal csolid concre

Excavation.BWR site is

BFM scenari

d State geom

State geomet

d State geom

from contame well into th

from concret

icable to indore not includ

ptual model ory in the bacial. RESRADe fill and th

s is proporti A portion ixing is assucause the fil

xception of tent floors ar

re insignifica

area or the Tn being preses will be pion and plann

ential of beihe top surfac

contaminatioete slab is ve

. As discusss industrial a

ios:

etry (negligi

try (negligib

metry (negligi

minated drillihe fill mater

te that is bro

dustrial landded.

is based onckfilled baseD is then usehat the struc

ional to the of the Reac

umed to occull is assumedthree small sre above 61ant (less than

Turbine Buient and their

performed dning.

ing contamince of the exi

on levels anery low.

sed in sectioand the AMC

ible),

le),

ible),

ing spoils rial, and

ought to the

d use. The m

n a conservement concred to perform

ctures provid

distance thactor Basemeur over the ed to be in cosumps with

19 foot elevan 1% of the

ilding r very

during

nated isting d the

on 6.4 CG is

meat,

vative rete is m the de no

at the ent is entire ontact floor

ation. e total

La CrossLicense TRevisionbackfillepurpose o

The miximore uncfoot, conrainwateraddress tBFM codependenprovided

The fill mvolume. highest dresulted basementcaused thfrom the

Based onReactor Bassumed

The RESimportantypically and runorequired Mississipunsaturat

The vertirate is dethe 619 fchange isby forcinbelow fo

The use periods oFull resounsaturatnot justif

As listedlicense tewas run group.


n 0 d basement of fill mixing

ing distancecertain than ntact with wr infiltrationthis uncertaionceptual mnce of dose

d in Referenc

mixing distaFor the Rea

dose. For thin the hights because the RESRADwalls. This

n the resultsBuilding, abfor all other

SRAD non-dnt parameter

determinedoff coefficien

for LACBppi River ated zone.

ical water floefined by thefoot average s used to cong the infiltr a descriptio

of 3.05 m/of increase aolution of tted zone woufied given th

d in Table 6-ermination. separately f

Water ReactorPlan

surface areag assumption

e into the filleaching int

water is the n, as opposenty in a man

model, a sie on the mice 8.

nces evaluatactor Buildinhe remaininghest dose. Tthe source t

D Length Parreduced the

s of the senbove and ber basements/

dispersion grr is the vertid by the infint parameterWR due to

and the resu

ow rate is coe distance thwater table nservatively

tration rate ton of the me

/yr is conseand decreasethe actual wuld require de bounding/

1, there are Due to diffefor the Reac

r

a) and are inns.

ll after leachto the Reactresult of pe

ed to continnner consistimple sensitixing distan

ted ranged frng above 61g basements

The Reactor erm is entirrallel to Flomodeled we

sitivity analelow 619 foo/structures.

roundwater ical flow railtration raters. A differe

o the site gulting seaso

onservativelhat water recelevation (1

y bound the to be 3.05 method used to

ervative bece, as well aswater flow detailed grouscreening ap

portions of ferences in cctor Buildin

6-23

ncluded wit

hing from flotor Building eriodic flush

nual contact ent with thetivity analyce. The m

from 2.54 cm19 foot an ass the nomin

Building arely on the ww parameterell water con

lysis, full mot, and a 2.5

model is usate of water e as defined ent approachgroundwateronal water

y modeled icedes from th0 ft or 3.05 mnet flow of m/y. See Eqo assign a 3.

ause the sea horizontapattern dur

undwater trapproach used

eight structuconfigurationng, WTB, W

th the basem

oor and walfill volume

hing from swith water

e screening aysis was co

mixing volum

m to full mixssumption o

nal minimumabove 619 fwalls of a rr to be corre

ncentrations.

mixing with t54 cm mixin

sed in the Bthrough theby the prec

h to defininr being hydlevel fluctu

in RESRADhe seasonal m). This seawater to thequation 1 an05 m/yr infi

easonal wateal componenring the seaansport and dd to develop

ures that wiln and contam

WGTV, and

ments above

ll surfaces ae below 619 seasonal war in the satuapproach useonducted tome sensitivi

xing throughof full mixinm mixing dfoot differedright circulaelated to the.

the fill was ng distance

BFM Insitugw

e unsaturatecipitation, evng the verticdraulically cuation into

D by assuminhigh elevati

asonal 3.05 me saturated znd correspoiltration rate

er level flucnt, that are nasonal fluctdispersion m the BFM co

ll be backfillmination pothe “Remai

619 foot fo

above 619 fofoot. Above

ater level risurated zone.ed to develoo determineity calculati

hout the entirng resulted idepth of 2.54d from the ar cylinder we mixing dis

assumed fointo the fill

w assessmened zone whivapotranspircal flow rateconnected to

and out o

ng that the anion of 629 fom water elevzone in RESonding discu

in RESRAD

ctuation incnot accountedtuations into

modeling whonceptual mo

led and remaotential, the ining Struct

or the

oot is e 619 se, or . To

op the e the on is

re fill in the 4 cm other

which stance

or the l was

nt. An ich is ration e was o the f the

nnual oot to vation RAD

ussion D.

cludes d for. o the ich is odel.

ain at BFM

tures”


6.11.1.1. RESRADfor each concentrathat a unof licensdependencan be deper mCi tthe DSR BFM Ins

6.11.1.2. An uncecalculatioparametesoil DCG

The paraBFM InsThe affeThicknesand Fract

The uncabove 6Remaininfive BFM“Variablestructure

The selecthe BFMInsitugw Mississipindicate f619 footexample,to be obs10 feet (3

The seasInsitugw approachand unsarise abovunsaturat


n 0

BFM

D was used tradionuclideations to det

nit source terse terminationt on the miescribed as ptotal activityby the pCi/

situgw DFs as

BFM

ertainty analon of DSRers for the BFGL uncertain

ameter set desitugw analysected RESRAss of Contamtion of Cont

ertainty ana19 foot elevng StructureM Insitugw ue” in Attachs.

ction of the PM Insitugw RE

conceptual mppi river andfluctuations t. However, , it is knownserved in the3.05 m) abov

sonal water dose assess

h. The seasonaturated zoneve the 619 foted zone.

Water ReactorPlan

Insitugw Com

to develop De in the inititermine BFMrm of 1 pCi on which wxing distancpCi/g in fill py in concrete/g per mCi vs detailed in

Insitugw RES

lysis was pes for the BFM Insitugw

nty analysis (

eveloped to sis with chanAD geometr

minated Zoneaminated Zo

alysis was pvation, Reas resulting in

uncertainty ahment 6-2 w

PrecipitationESRAD modmodel assumd fluctuates that are up the river s

n that water e Piping andve the averag

table rise msment but nal water rise is the averaoot results in

r

mputation M

Dose to Soural suite. The

M Insitugw Dtotal invento

was instantlyce as discussper total pCi

e, were then value. ExcelReference 8

SRAD Unce

erformed toBFM Insitug

RESRAD u(see process

perform thenges to accory parametee, Length Paone below th

performed factor Buildinn five separaanalyses are were assigne

n, Evapotrandel requires ames that theseasonally ito five feet

stage does nlevel season

d Ventilationge water tab

must be accdoes not p

se was addreage water tabn water perio

6-24

Model

rce Ratios (De DSRs wereFs. The fill ory was pres

y released ansed above. Ti in concretecalculated bl spreadshee8.

ertainty Anal

select detegw model. Tuncertainty aflowchart in

soil DCGLount for the ers are Covearallel to Aquhe Water Tab

for five strung below 6ate uncertainlisted in A

ed the values

nspiration Raadditional exe onsite grounto the unsahigher than

not preciselynally rises ton Tunnels wile elevation.

counted for precisely fit essed by assuble elevationodically ente

DSRs), withe used in coconcentratiosent in the bnd mixed wThe fill conce. BFM Insitby convertinget calculation

lysis for Init

erministic RThe processanalysis was n Figure 6-7)

L uncertainty geometrieser Depth, Auifer Flow, Uble.

ucture confi619 foot elenty analyses

Attachment 6s shown in

ate, and Runxplanation. Aundwater isaturated zonthe average

y represent o an elevatioith a floor at.

in the concthe RESR

uming that tn of 619 fooering backfi

h units of mrnjunction w

ons were calbasement conwith a volumcentration thtugw DFs, in g pCi to mCns were used

tial Suite

RESRAD pas for determthe same as

).

y analysis is of the back

Area of ConUnsaturated

igurations; Revation, WT. The param

6-2. The parTable 6-8 f

noff CoefficiAs discusseds in communne. River stage site water t

site water on sufficientat 629 foot e

ceptual modRAD groundthe boundary

ot. The seasoilled structur

rem/yr per pwith calculate

culated assuncrete at theme of fill thhen has unitunits of mrei and multipd to calculat

arameters fomining the s that used fo

applicable tkfilled structntaminated Zd Zone Thick

Reactor BuiTB, WTGV,

meters used forameters listfor the respe

ent parameted above, the nication witge measuremtable elevatitable levels

tly high for wlevation whi

del for the dwater mody of the satu

onal 3.05 m wres that are i

pCi/g, ed fill uming e time hat is s that em/yr plying te the

or the input

or the

to the tures. Zone, kness,

ilding , and or the ed as ective

ers in BFM

th the ments on of

s. For water ich is

BFM deling urated water in the

La CrossLicense TRevisionTable 6-

Area(m2)

ThiczoneLengFlowUnsaThicFraczone

The effecby conserise repreprecipitatprecipitatMaximizradionuc

To forcerepresentsetting th1 in Refparamete

W

The distrvalue of value of

Consistenthe initiaradionucanalysis.


n 0 8 Deter

Analy

Paramete

Cover Depth

a of Contamina

ckness of Contae (m) gth Parallel to Aw (m) aturated Zone ckness (m) tion of contam

e below the wat

ct of the 3.0ervatively asesents a contion driven ition, evapo

zing the infilides when t

e RESRAD t the infiltrathe Evapotranference 12, ier.

Where: I = InE = EvR = RP = Pr

ribution eval0.25 m/yr (3.05 m/yr se

nt with NURal suite radionlides that wThis limita

Water ReactorPlan

rministic Geysis for the f

r RA

(m)

ated Zone

aminated

Aquifer

minated ter table

05 m seasonassuming thatstant infiltrainfiltration rtranspiration

filtration ratethe non-dispe

to use a 3.0tion rate dir

nspiration Rait is seen tha

nfiltration Ravapotranspir

Runoff Coeffrecipitation R

luated in the(the actual pelected to rep

REG-1757 gnuclides are

were greateration was n

r

eometry REfive BFM In

Rx Building Above 619’

0.91

262.68

5.18

18.29

1E-10

0

al flushing ht the distancation rate of rate at the LAn and runoe maximizeersion groun

05 m/yr infirectly by assate and Runoat this will r

1

ate (m/yr) ration Coeffificient (dimeRate (m/yr)

e sensitivity precipitation present the s

guidance, thepresent at th

r than 0.1%ecessary to

6-25

ESRAD Paransitugw Con

Rx BuildinBelow 619

6.10

182.41

0.75

15.24

0

1

height is accce that the w3.05 m/yr. TACBWR sitff coefficiens the well ndwater mod

iltration ratesigning 3.05 off Coefficieresult in an i

∗ 1

ficient (dimeensionless)

analysis wasdriven infil

seasonal wat

e uncertaintyheir mixture

% of the mixresult in pr

ameters usefigurations

ng 9’

WTB

2.72

101.90

0.0254

6.10

3.35

0

counted for iwater recedesThis is consete which is 0nt in the Swater conce

del is selecte

e, the precip m/yr to theent parameteinfiltration r

∗

nsionless)

s a uniform ltration rate ter table fluc

y analysis we fractions asxture were ractical RES

ed in the Un

B WGTV

5.46

0 460.04

4 0.0254

9.75

0.61

0

in the BFM s after the servative rela0.25 m/yr (asSoil DCGLentrations foed in RESRA

pitation parae precipitatioers to zero. Frate equal to

distribution at the site)

ctuation.

was performs listed in Taincluded in

SRAD run

ncertainty

RemainingStructures

2.4

667.26

0.0254

38.10

3.67

0

Insitugw sceseasonal (3.0ative to the as calculated parameter or all signif

AD.

ameter is uson parameteFrom Equati the precipit

Equation

with a miniand a maxi

med assumingable 6-3. Onln the uncerttimes. How

g s

enario 05 m) actual from set).

ficant

ed to er and ion 6-tation

n 6-1

imum imum

g that ly the tainty

wever,

La CrossLicense TRevisionincludingthat all se

The RES14 proviparamete10 to 6-1

The paragenerate not contdistributi

The majcorrelatiocorrelatethresholdnegative scenario of radioafor the nconservaassigned Figure 6shown to

The Kd vnot inclulisted in Rand provattributab

6.11.1.3. As discuthe ReacStructuredetermin9 to 6-14changed

The RESDSRs are

6.11.1.4. The BFMInsitugw Dand BeloTable6-1


n 0 g all radionuensitive para

SRAD Unceride summarers. Table 6-94 provide th

ameter distribthe median,ain values ion was used

jority of thon between d). The p

d and each correlation is through th

activity in thenon-sensitiveatively assign

as indicated-7 but this

o be only slig

values selectuded in the uReference 1

vides consisteble to the rem

BFM

ssed above, ctor Buildines. The paramnistic values 4 replacing thfrom 0.2 to

SRAD Uncere provided in

BFM

M Insitugw DDFs are listeow 619 foot6.

Water ReactorPlan

uclides with ameters will

rtainty Repories of the 9 provides th

he radionucli

butions for th, 25th and 75for Europiu

d.

he uncertainKd and do

arameters woccurred in with Kd wahe ingestion e water phase radionuclined the 25th d by the PRCwill have a

ghtly sensitiv

ted for the vuncertainty 4. Using theency in detemoved radio

Insitugw RES

the BFM Inng (above meters proviin Tables 6-he parameter0.066 to be c

rtainty Repon Table 6-15

Insitugw Dos

Fs were calced in Table 6t were summ

r

greater thanbe identified

rts are proviuncertainty

he results foide specific K

he site-speci5th percentil

um; the 25th

nty analysis ose (i.e., 30with positiv

only one oas expected s

of well watse at equilibrides that wepercentile vCC results ivery minor

ve.

very low abuanalysis we

e 25th percenermining the nuclides.

SRAD Deter

situgw RESRand below

ided in Attac8 replacing tr distributionconsistent w

orts are prov5.

se Factors

culated by E6-16. Note thmed in Refe

6-26

n 0.1% of thd.

ided electrony analysis rr the non-radKd results fo

ific soil typee determinis

h percentile

results tha0 of the 34e correlatio

of the three since the prier and lowerrium. Therefere includedvalues from Rin order to for, if any, ef

undance (<0ere also assigntiles for all

insignifican

rministic An

RAD dose as619’ eleva

chment 6-2 wthe “variablens. The Con

with the unsa

vided electro

Excel spreadshat the DFs erence 8 to

he mixture

nically with results withdionuclide sor each of th

e of sand fromstic values. Nfrom the N

at were sen4 sensitive ons were on

uncertainty imary dose pr Kd values fore, the deted in the uncReference 1

follow the paffect on dose

.1%) initial gned the 25initial suite

nt dose contr

nalysis and D

ssessments wation), WTBwere appliede” parameterntaminated Zaturated and

onically with

sheet in Reffor the Reacdetermine t

fraction pro

Reference 8h the selectspecific parahe basements

m ReferenceNote that R

NUREG-669

nsitive indicparameters

nly slightly runs. The p

pathway in tresult in a gerministic Kcertainty an4. The 75tharameter sele since the

suite radion5th percentileradionuclideributors and

DSR Results

were performB, WGTV d to all five rs and the vaZone Field Csaturated zo

h Reference

ference 8. Thctor Buildingthe Reactor

ovides confid

. Tables 6-9ted determinmeters. Tabls evaluated.

e 14 were usReference 1497 Kd param

cated a negwere negatabove the

predominanthe BFM Ins

greater percenKd values selnalysis wereh percentiles lection proceparameters

nuclides that e values for es is conservthe dose fra

s

med separateland Rema

analyses witalues in TablCapacity wasone.

8. The resu

he resulting g Above 619Building D

dence

9 to 6-nistic les 6-

sed to does

meter

gative tively

0.25 nce of situgw ntage lected e also

were ess in were

were sand

vative action

ly for aining th the les 6-s also

ulting

BFM 9 foot Fs in

La CroLicensRevisi

.

osse Boiling Wase Termination Pion 0

Table 6-

Note 1: Positive conceptual modeNote 2: NegativeNote 3: Site-specwc.usace.army.mNote 4: The precother basements.

Para

Cover Erosion R

Contaminated z

Contaminated z

Wind Speed (N

Precipitation

Saturated zone b

Well pump inta

Well Pumping R

Unsaturated zon

Mass loading fo

Indoor dust filtr

External gamma

Depth of Soil M

ater Reactor Plan

-9 Results o

correlation with doel. e correlation with dcific wind speed da

mil/projects/Lock4.cipitation parameter

ameter

Rate

zone erosion rate

zone b parameter

Note 3)

b parameter

ake depth

Rate

ne b parameter

or inhalation

ration factor

a shielding factor

Mixing Layer

of RESRAD Un

ose. Maximum site-

dose. Minimum siteata used (US Army shtml) r was not sensitive

ReactorBuilding

Above 619Percentile Va

75th 0.0

median 0.0

median 0.9

25th 3.3

Note 4 3.0

median 0.9

Note 2 6.0

median 986

median 0.9

median 2.3

median 0.5

median 0.2

median 0.2

ncertainty Ana

-specific value bas

e-specific value useCorps of Engineer

for the Reactor Bu

9

ReaBuil

Belowalue Percentile

0029 75th

0015 75th

97 median

3 median

05 Note 4

97 median

08 Note 2

6.1 median

97 median

35E-5 median

55 25th

27 median

23 median

6-27

alysis for BFM I

ed on seasonal wat

ed for conservatismrs, Mississippi Rive

uilding Above and B

actor lding w 619 e Value Perc

0.0029 75th

0.0029 medi

0.97 medi

6.8 75th

3.05 Note

0.97 medi

6.08 Note

986.1 medi

0.97 medi

2.35E-5

medi

0.35 medi

0.27 medi

0.23 medi

Insitugw and S

ter rise value (3.05

m er Lock and Damn

Below 619 foot. Th

WTB

entile Value

0.0029

ian 0.0015

ian 0.97

10.2

1 3.05

ian 0.97

2 6.08

ian 986.1

ian 0.97

ian 2.35E-5

ian 0.55

ian 0.27

ian 0.23

Selected Determ

m) used for conser

4, Alma WI, Web

he 3.05 m/yr rate w

WGTV

Percentile Val

median 0.00

median 0.00

median 0.97

median 6.8

Note 1 3.05

25th 0.84

Note 2 6.08

median 986

median 0.97

median 2.35

median 0.55

median 0.27

median 0.23

ministic Parame

rvatism and linkag

address http://ww

was applied for con

RemaStruc

lue Percentile

015 75th

015 median

7 median

75th

5 Note 1

4 median

8 Note 2

6.1 75th

7 median

5E-5 median

5 median

7 median

3 median

eters

e to

ww.mvp-

nsistency with the

aining ctures

Value

0.0029

0.0015

0.97

10.2

3.05

0.97

6.08

1311.2

0.97

2.35E-5

0.55

0.27

0.23

La Crosse BLicense TerRevision 0

Tab

Rad

H-3

C-1

Fe-

Ni-

Co-

Ni-

Sr-9

Cs-

Eu-

Eu-

Pu-

Tab

Rad

H-3

C-1

Fe-5

Ni-5

Co-

Ni-6

Sr-9

Cs-

Eu-

Eu-

Pu-2

Boiling Watermination Pla

le 6-10 Bfo

dionuclide K

3

14

-55

-59

-60

-63

90

-137

-152

-154

-241

le 6-11 Bfo

dionuclide K

3

4

55

59

60

63

90

137

152

154

241

er Reactor an

BFM Insitug

or Distribut

Kd in Contam

25th

NS

NS

NS

NS

NS

25th

25th

NS

75th

NS

BFM Insitug

or Distribut

Kd in Contami

NS

NS

NS

NS

NS

NS

25th

25th

NS

NS

NS

gw Rx Buildition Coeffic

minated Zone

0.05

1.8

38

147

9

147

5

50

95

7302

173

gw Rx Buildition Coeffic

inated Zone

0.05

1.8

38

147

9

147

5

50

95

95

173

6-28

ing above 61ients (Kd)

Kd in Unsa

NS

25th

NS

NS

NS

NS

NS

NS

NS

NS

NS

ing below 61ients (Kd)

Kd in Unsatu

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

19: Uncerta

aturated Zone

0.05

1.8

38

147

9

147

5

50

95

95

173

19 Uncertai

urated Zone

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

ainty Analys

e Kd in Satu

NS

NS

NS

NS

NS

NS

25th

25th

NS

NS

NS

inty Analysi

Kd in Satu

NS

NS

NS

NS

NS

NS

25th

25th

NS

NS

NS

sis Results

urated Zone

0.05

1.8

38

147

9

147

5

50

95

95

173

is Results

urated Zone

0.05

1.8

38

147

9

147

5

50

95

95

173


T

Rad

H-3

C-14

Fe-5

Ni-5

Co-6

Ni-6

Sr-9

Cs-1

Eu-1

Eu-1

Pu-2

T

Rad

H-3

C-1

Fe-

Ni-

Co-

Ni-

Sr-9

Cs-

Eu-

Eu-

Pu-


Table 6-12

dionuclide K

4

55

59

60

63

0

137

152

154

241

Table 6-13

dionuclide K

3

14

55

59

-60

63

90

137

-152

-154

241

er Reactor an

BFM Distri

Kd in Contami

NS

NS

NS

NS

NS

NS

25th

NS

NS

NS

NS

BFM Distri

Kd in Contam

NS

NS

NS

NS

NS

25th

25th

NS

NS

25th

NS

Insitugw Wibution Coe

inated Zone

0.05

1.8

38

147

9

147

5

50

95

95

173

Insitugw Wibution Coe

minated Zone

0.05

1.8

38

147

9

147

5

50

95

95

173

6-29

TB Uncertaefficients (K

Kd in Unsat

NS

NS

NS

NS

NS

NS

25th

25th

NS

NS

NS

GTV Uncerefficients (K

Kd in Unsat

75th

NS

75th

75th

NS

NS

25th

25th

NS

NS

NS

ainty AnalyKd)

turated Zone

0.05

1.8

38

147

9

147

5

50

95

95

173

rtainty AnaKd)

turated Zone

0.09

1.8

1279

1110

9

147

5

50

95

95

173

ysis Results f

Kd in Satur

NS

NS

NS

25th

NS

NS

25th

25th

NS

NS

NS

alysis Result

Kd in Satu

NS

NS

NS

NS

25th

75th

25th

25th

NS

NS

NS

for

rated Zone

0.05

1.8

38

147

9

147

5

50

95

95

173

ts for

urated Zone

0.05

1.8

38

147

9

1110

5

50

95

95

173


Tab

Radi

H-3

C-14

Fe-55

Ni-59

Co-6

Ni-63

Sr-90

Cs-13

Eu-1

Eu-1

Pu-24

Note 1: Incons


ble 6-14 Bfo

ionuclide

4

5

9

0

3

0

37

52

54

41

sistent uncertai

er Reactor an

BFM Insitug

or Distribut

Kd in Contam

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

NS

inty results wit

gw Remainintion Coeffic

minated Zone

0.05

1.8

38

147

9

147

5

50

95

95

173

th PRCC value

6-30

ng Structureients (Kd)

Kd in Unsa

NS

NS

75th , 25th

(Note 1) NS

NS

NS

25th

25th

NS

NS

NS

es only slightly

es Uncertain

aturated Zone

0.05

1.8

38

147

9

147

5

50

95

95

173

y above 0.25 cr

nty Analysi

e Kd in Satu

NS

NS

NS

NS

25th

NS

25th

25th

NS

NS

25th

riteria. 25th per

s Results

urated Zone

0.05

1.8

38

147

9

147

5

50

95

95

173

rcentile value wwas used.

La CroLicensRevisi

osse Boiling Wase Termination Pion 0

ater Reactor Plan

Table 6-15 B

Radionuclide

H-3

C-14

Fe-55

Ni-59

Co-60

Ni-63

Sr-90

Nb-94

Tc-99

Cs-137

Eu-152

Eu-154

Eu-155

Pu-238

Pu-239

Pu-240

Pu-241

Am-241

Am-243

Cm-243

Cm-244

BFM Insitugw D

Rx Building Above 619'

(mrem/yr per pCi/g)

3.51E-03

1.94E-02

6.14E-05

2.65E-05

4.15E-02

6.01E-05

5.26E-01

8.77E-02

8.22E-02

1.48E-02

5.12E-04

7.30E-06

4.35E-05

2.65E-01

3.79E-01

3.78E-01

6.33E-03

1.86E-01

2.22E-01

5.35E-03

3.02E-03

DSRs for React

Rx BuildinBelow 619

(mrem/yr ppCi/g)

7.13E-04

2.26E-02

5.65E-04

5.75E-05

1.10E-01

1.58E-04

1.13E+00

6.42E-03

1.64E-02

3.97E-02

2.67E-03

3.88E-03

6.03E-04

7.42E-01

8.24E-01

8.24E-01

1.59E-02

4.46E-01

4.44E-01

1.14E-01

9.08E-02

6-31

tor Building, W

ng 9' er

WTBExcavation

Facto(mrem/yr

pCi/g

7.16E-

1.99E-

7.61E-

2.11E-

2.95E-

9.26E-

1.30E-

2.32E-

1.10E-

1.84E-

1.61E-

1.62E-

4.51E-

2.33E-

3.00E-

2.93E-

1.32E-

6.34E-

1.55E-

9.04E-

2.91E-

WTB, WGTV, a

B n Dose or r per

g)

WGExcava

Fa(mrem

pC

06 1.23

04 2.93

13 0.00

06 2.15

04 2.41

07 5.26

02 2.20

04 2.40

04 2.49

04 9.58

08 1.68

10 9.19

16 1.72

03 1.64

02 3.08

02 3.06

04 3.58

03 1.35

02 1.64

06 1.37

05 4.36

and Remaining

GTV ation Dose actor m/yr per Ci/g)

RS

Exca

(m

3E-05 4

3E-04 1

0E+00 1

5E-06 2

1E-03 4

6E-07 7

0E-02 3

0E-04 2

9E-04 7

8E-04 1

8E-05 7

9E-06 4

2E-07 4

4E-02 1

8E-02 3

6E-02 3

8E-04 2

5E-02 5

4E-02 1

7E-05 7

6E-05 3

g Structures

Remaining Structure avation Dose

Factor rem/yr per pCi/g)

4.62E-05

1.26E-03

1.53E-13

2.18E-06

4.05E-04

7.82E-07

3.47E-02

2.43E-04

7.82E-04

1.53E-04

7.17E-09

4.50E-11

4.49E-17

1.85E-03

3.09E-02

3.00E-02

2.02E-04

5.83E-03

1.57E-02

7.79E-05

3.13E-05


Ra

H-3

C-1

Fe-

Ni-

Co-

Ni-

Sr-9

Nb-

Tc-

Cs-

Eu-

Eu-

Eu-

Pu-

Pu-

Pu-

Pu-

Am

Am

Cm

Cm


adionuclide

3

14

-55

-59

-60

-63

90

-94

-99

-137

-152

-154

-155

-238

-239

-240

-241

m-241

m-243

m-243

m-244

er Reactor an

Table

Rx BuildiBFM Insitug

(mrem/yr pmCi)

4.44E-03

1.02E-01

2.37E-03

2.50E-04

4.74E-01

6.80E-04

4.91E+00

6.36E-02

1.03E-01

1.71E-01

1.13E-02

1.61E-02

2.52E-03

3.20E+00

3.59E+00

3.58E+00

6.88E-02

1.93E+00

1.94E+00

4.74E-01

3.79E-01

e 6-16 BF

ng gw DF per

BFMDo

(mr

3 1

1 4

3 1

4 4

1 6

4 2

0 2

2 5

1 2

1 4

2 3

2 3

3 9

0 5

0 6

0 6

2 2

0 1

0 3

1 1

1 6

6-32

FM Insitugw

WTB M Insitugw DF

ose Factor rem/yr per

mCi)

1.57E-03

4.36E-02

1.67E-10

4.63E-04

6.48E-02

2.03E-04

.85E+00

5.10E-02

2.42E-02

4.05E-02

3.54E-06

3.55E-08

9.91E-14

5.10E-01

.59E+00

.44E+00

2.90E-02

.39E+00

.40E+00

1.98E-03

6.40E-03

Dose Facto

WGTVBFM Insitu

(mrem/yr mCi)

6.00E-0

1.43E-0

0.00E+0

1.04E-0

1.17E-0

2.56E-0

1.07E+0

1.17E-0

1.21E-0

4.66E-0

8.18E-0

4.47E-0

8.37E-0

7.97E-0

1.50E+0

1.49E+0

1.74E-0

6.57E-0

7.98E-0

6.67E-0

2.12E-0

ors

V ugw DF

per

RSt

BFM(mr

04 1

02 4

00 5

04 7

01 1

05 2

00 1

02 8

02 2

02 5

04 2

04 1

06 1

01 6

00 1

00 1

02 6

01 1

01 5

04 2

03 1

emaining tructures

M Insitugw DF rem/yr per

mCi)

1.55E-03

4.21E-02

5.12E-12

7.29E-05

1.36E-02

2.62E-05

1.16E+00

8.14E-03

2.62E-02

5.14E-03

2.40E-07

1.51E-09

1.51E-15

6.21E-02

1.04E+00

1.00E+00

6.78E-03

1.95E-01

5.27E-01

2.61E-03

1.05E-03


6.11.2. BThe BFMpathwaysbe brougconcrete.residual which inscenario assumingmrem/yr

There areof slurry would likconstructbeing bro

The wellis met ancapture 1borehole borehole depth of are unifo

The doseDCGLs aDCGLs Summary

The AFsRESRAD

B6.12.

The BFMand the cdecay. Tconceptumixing dBFM Exc

Due to dcalculatesame ma

The BFMlisted in T


n 0

BFM Insitu D

M Insitu Dris listed in se

ght to the sur. The drillerradioactivity

ncludes the fis the resid

g no decay per total mC

e a number opits, tanks,

kely involvetion. As a cought to the

l is assumed nd drilling s100 percent

area. The diameter an3 feet in ord

ormly mixed

e from the ciand AFs. Tand the spoy Reports ar

s and BFM D results. Th

BFM Excava

M Excavationconcrete spreThe calculatual model thduring excavcavation DF

differences ind separatelynner as was

M ExcavatioTable 6-18.

Water ReactorPlan

Drilling Spo

illing Spoilsection 1. Thrface during r is assumey in the confill material dual radioactor release t

Ci.

of ways that and dumping additional dconservativesurface.

to be drilledstopped. Th

of the remavolume of s

nd depth of dder to minimand spread o

ircular area aThe AFs weroils spread e provided e

Insituds DFhe BFM Insit

ation Scenar

n scenario asead on the sution of allowat the averavation will

Fs in units of

n configuratiy for the Readone for the

on DFs are c

r

oils Scenari

s (BFM Insihe dose from

the installated to be unancrete surfacabove the sttivity remainto the fill. T

installers hag the drillingdilution by re assumption

d into the bahe extent of aining residspoil materidrilling whic

mize the mixover a circul

at the surfacre calculatedarea which

electronically

Fs were calctuds DFs are

rio

ssumes that urface immewable total

age radionucnot exceed

f mrem/yr pe

ion and contactor Buildine BFM Insitu

calculated by

6-33

o and DF C

ituds) scenarm residual ration of a welaware that t

ces is broughtructure flooning in conThe BFM In

andle and disg spoils on trefilling the pn, no dilutio

asement fill ddrilling into

dual radioactal brought tch is conserv

xing volumelar area on th

ce was calcud using the dh was determy with Refer

culated by Elisted in Tab

some or all oediately after

mCi is drclide concent

the surface er total mCi.

tamination png, WTB, Wu assessment

y Excel spre

Calculation

rio addresseadioactivity ill that randothe backfillht to the suror. The sourcncrete at thensituds DFs

spose of drilthe existing spit with the on of the spo

down to theo concrete istivity in theto the surfacvatively assufor all basem

he ground su

ulated by REdeterministicmined to brence 8.

Excel spreadble 6-17.

of the backfr license ter

riven by thetrations in thsoil DCGL

potential, theWGTV, and ts.

eadsheet in

s one of thein the concre

omly hits baced structurerface with thce term for time of licare calculat

lling spoils, surface soilsmaterial excoil material

e concrete flos assumed to concrete su

ce is calculaumed to be ments. Theurface to a d

ESRAD usinc parameters

be 0.457 m2

dsheet in Re

filled structurmination take baseline lhe concrete

Ls. The asse

e BFM ExcaRemaining

Reference 8

e BFM expete is assumckfilled struce is present.he drilling sthe BFM In

cense terminted with uni

including ths. The use ocavated durinis assumed

oor where reo be sufficieurface withiated based othe minimum concrete an

depth of 0.15

g the surfacs applied fo2. The RES

eference 8 u

ures are excavking no credlimitation inafter inadve

essment pro

avation DFs Structures i

8. The result

osure med to

ctural . The spoils nsituds

nation its of

he use of pits ng its after

efusal ent to in the on the m fill nd fill 5 m.

e soil or soil

RAD

using

vated dit for n the ertent

ovides

were in the

ts are


R


n 0

T

Radionuclide

H-3 C-14 Fe-55 Ni-59 Co-60 Ni-63 Sr-90 Nb-94 Tc-99

Cs-137 Eu-152 Eu-154 Eu-155 Pu-238 Pu-239 Pu-240 Pu-241 Am-241 Am-243 Cm-243 Cm-244

Water ReactorPlan

Table 6-17

BFM InsiReactoBuildin

(mrem/yrmCi)

7.15E-01.26E-02.43E-01.38E-01.16E-03.50E-02.05E-07.94E-03.10E-02.83E-05.46E-05.81E-02.01E-01.08E-01.19E-01.18E-01.65E-06.94E-09.57E-05.88E-06.77E-0

r

BFM Insi

ituds or ng r per

BF

(mr

09 708 109 209 101 109 304 202 707 302 202 502 503 104 104 104 105 104 603 903 505 6

6-34

itu Drilling

FM Insituds WTB

rem/yr per mCi)

7.03E-08 1.24E-07 2.39E-08 1.36E-08 1.14E+00 3.45E-08 2.02E-03 7.81E-01 3.05E-06 2.78E-01 5.38E-01 5.72E-01 1.97E-02 1.06E-03 1.17E-03 1.16E-03 1.62E-04 6.83E-03 9.41E-02 5.78E-02 6.66E-04

Spoils Dose

BFM InsWGTV

(mrem/yrmCi)

3.64E-06.42E-01.24E-07.01E-05.91E-01.78E-01.04E-04.04E-01.58E-01.44E-02.78E-02.96E-01.02E-05.47E-06.04E-06.00E-08.39E-03.53E-04.87E-02.99E-03.44E-0

e Factors

situds V r per )

BIn

RemStr(mpe

08 8.008 1.408 2.709 1.501 1.308 3.903 2.301 8.906 3.401 3.101 6.101 6.502 2.204 1.204 1.304 1.305 1.803 7.702 1.002 6.604 7.6

BFM nsituds maining ructures

mrem/yr r mCi)

02E-09 41E-08 73E-09 55E-09 30E-01 93E-09 30E-04 91E-02 48E-07 17E-02 13E-02 52E-02 25E-03 21E-04 33E-04 32E-04 85E-05 79E-04 07E-02 60E-03 60E-05


Rad

E

E

E

A

A

C

C

In6.13.

NUREG-criterion applies tinsignificidentifies

The radiothe ROCDCGLs. the soil Dfrom furmrem/yr


n 0

dionuclide

H-3

C-14

Fe-55

Ni-59

Co-60

Ni-63

Sr-90

Nb-94

Tc-99

Cs-137

Eu-152

Eu-154

Eu-155

Pu-238

Pu-239

Pu-240

Pu-241

Am-241

Am-243

Cm-243

Cm-244

nsignificant

-1757, sectio(i.e., 2.5 mr

to the sum ocant. This ses the radionu

onuclides re. The ROC The dose fDCGLs andrther detailedose criteria

Water ReactorPlan

Table 6

Rx BuildinExcavation DFactor (mrem

per mCi)

3.69E-06

2.92E-06

1.94E-06

7.60E-07

1.54E+00

2.08E-06

3.00E-03

9.79E-01

9.84E-03

3.40E-01

6.94E-01

7.50E-01

1.76E-02

1.17E-02

1.30E-02

1.30E-02

5.35E-04

1.79E-02

1.06E-01

6.83E-02

7.26E-03

t Dose Cont

on 3.3 statesrem/yr) are cof the dose

ection providuclides that c

emaining aftlist is determ

from the remd BFM DFs d evaluationa.

r

6-18 BFM

g Dose m/yr

WExcaDose

(mremm

4.8

3.8

2.5

1.0

2.0

2.7

3.9

1.2

1.3

4.5

9.1

9.9

2.3

1.5

1.7

1.7

7.0

2.3

1.4

9.0

9.6

ributors an

s that radionuconsidered to

contributiodes the assescan be design

ter the remomined for comoved insign

for the ROns during F

6-35

M Excavatio

WTB avation e Factor m/yr per mCi)

F

88E-05

86E-05

56E-05

01E-05

4E+01

75E-05

97E-02

9E+01

30E-01

0E+00

9E+00

2E+00

33E-01

54E-01

72E-01

71E-01

08E-03

36E-01

0E+00

03E-01

61E-02

d Radionuc

uclides conto be “insignns from thesment of dosnated as insi

oval of insigoncrete usingnificant contC. The ins

FRS and dem

on Dose Fac

WGTV Excavation DFactor (mrem

per mCi)

1.63E-05

1.29E-05

8.56E-06

3.36E-06

6.81E+00

9.19E-06

1.33E-02

4.32E+00

4.35E-02

1.50E+00

3.07E+00

3.31E+00

7.78E-02

5.15E-02

5.73E-02

5.72E-02

2.36E-03

7.90E-02

4.66E-01

3.02E-01

3.21E-02

clides of Con

tributing no nificant contre aggregate se contributiignificant do

gnificant cong the BFM Dtributors wasignificant cmonstration

tors

Dose m/yr

RemStru

ExcaDose

(mremm

8.18

6.47

4.30

1.69

3.42

4.6

6.66

2.17

2.18

7.54

1.54

1.66

3.90

2.59

2.88

2.87

1.19

3.96

2.34

1.5

1.6

ncern

greater thanributors”. Tof radionuc

ions from those contribut

ntributors weDFs and for sas accountedontributors of complia

maining ucture avation

Factor m/yr per mCi)

8E-06

7E-06

0E-06

9E-06

2E+00

1E-06

6E-03

7E+00

8E-02

4E-01

4E+00

6E+00

0E-02

9E-02

8E-02

7E-02

9E-03

6E-02

4E-01

1E-01

1E-02

n 10% of theThe 10% critclides consid

he initial suittors.

ere designatsoil using th

d for by adjuwill be excl

ance with th

e dose terion dered te and

ted as he soil usting luded he 25

La CrossLicense TRevisionNote thalow. Ass25 mremwas usedor 0.053qualitativrepresent

6.13.1. RThe soilcontributfinal ROCcontribut

The dosethe threeinsignificpercentagcontains the initiacontributboth are in Table

The Tabsurface athat thereto date, remaininconcentraradionucto the Mcontamincontaminreasonab

From Attcontributand basedesignate

The data 3 is the mcalculatepositivelythe MDCto HTDpredomin


n 0 t Sr-90 was uming the ra

m/yr criteriond to calculate% percent

ve reason thted a signific

Radionuclide

DCGLs antions from thCs and adjustor radionucl

e percentagee BFM scenacant contribuges attributaa copies of

al suite andtors that werprovided in 6-3 and the

le 6-3 mixtuand subsurface is minimalLACBWR

ng subsurfacations of rlide mixture

MDC biasingnated water nation, the Rly representa

tachment 6-3te greater thement concred as insigni

from high amost represed when the Hy detected, t

C values whiD radionuclinately Cs-13

Water ReactorPlan

included inadionuclide

n. When the ae dose perceof the 25 mhat it was pcant dose fra

es of Conce

nd BFM Dhe initial suitst the ROCs lides.

es for the iniarios; BFM utors remov

able to the inTables 20 a

d the dose re removed.Attachment second appl

ure was basce soil charal residual radoes not ance soil thatadionuclides

e fractions fog issues disthat caused

ROC and radative of soils

3, it is seen tan 97.28% orete are Csificant contri

activity coresentative dataHTD radionthen the mixtich is conserides using 37, decreases

r

n the ROC lmixture in Tactual soil chentages, the mrem/yr critpositively idaction.

rn and Adju

Fs were uste radionuclifor the dose

itial suite raInsitugw, BF

ved was the nsignificant cnd 22 from percentages Two metho6-3. The fir

ied the actua

sed on concacterization idioactivity i

nticipate thet has not s identified or initial suitscussed aboconcrete co

dionuclide ms for FRS pl

that for all sof the total ds-137, Co-6ibutors and a

s that were ua available. Tuclides are pture percent

rvative. HowMDC valu

s.

6-36

ist for soil aTable 6-3, thharacterizatiSr-90 dose wterion. Sr-90dentified in

usted Soil D

sed in Refeides, identifye percentage

dionuclides FM Insituds,same for so

contributors Reference 5attributable

ods were usrst method apal concentrat

crete cores bin the impacin soil. Base presence oyet been c

in LACBWte radionucliove. Based ontamination

mixture derivanning and i

soil and concdose. There0 and Sr-9are eliminate

used to calcuThe most accpositively deages assigne

wever, the acues will de

although thehe Sr-90 dosion data for was determi0 was inclusome conc

DCGLs and

erence 5 to y the insignie attributable

were calcul, and BFM Eoil and the B were differ

5 which prove to the agsed for the capplied the rations of char

but was alsocted area sured on the ch

of significancharacterizedWR soil, tides in soil i

d on a genen would be ved for the coimplementat

crete scenariefore, the fin0. The red from furth

ulate the radicurate radionetected. If thed to the HTccuracy of thecrease as

e dose contrse fraction wthe initial suined to be 2uded as a srete sample

BFM DFs

calculate tificant contrie to the remo

lated for soiExcavation. BFM scenar

rent for eachvide the dosggregate of calculation aadionuclide racterization

o applied torrounding LAharacterizatint soil contad. Due tothe direct ds not technic

eralized assusimilar to thoncrete was tion.

ios, Cs-137, nal ROCs foremaining rher detailed

ionuclide minuclide mixhe HTD radi

TD radionuclhe mixture f

the total

ribution waswas 0.009% ouite radionuc.06E-02 mreoil ROC fo

es not becau

the relative ibutors, selecoved insignif

il and for eaThe final l

rios but the h. Attachmene percentagethe insignif

and the resumixture frac

n results.

o soil. ResulACBWR indon survey reamination ino the very determinatiocally feasiblumption thahe source oconsidered

Co-60 and Sor LACBWRradionuclideevaluation.

ixture in Tabxture fractionionuclides arlides are basefractions assisample act

very of the clides em/yr or the use it

dose ct the ficant

ach of ist of dose

nt 6-3 es for ficant

ults of ctions

lts of dicate esults n any

low on of e due

at the f soil to be

Sr-90 R soil s are

ble 6-ns are re not ed on igned tivity,

La CrossLicense TRevisionThe potethe most the adjusThe dose

The 2.17(0.68 mrinsignificHTD radreview oconcentratotal samthe maximmean actscenario contributthat the approachwould ac6-3.

As anothworst cascore samhomogen½ inch, t(see Attais that evWTB rescase valu

As a co2.179% DCGLs aSee Tablof insign


n 0 ential effect

limiting insstment of soe percentage

9% value rerem/yr) at thcant contribudionuclide cof the charactations of ins

mple activity mum 2.179%tivity of the is 0.787 mr

tors of only insignifican

h values corrctually be clo

her example,se dose con

mples taken neously distrthe worst ca

achment 6-3)ven in this wsults in an inue of 2.179%

onservative (calculated and BFM Des 6-19 to 6ificant contr

T

Water ReactorPlan

of mixture vsignificant coil DCGLs anranged from

epresents thehe dose limutors remainoncentrationterization dasignificant cup to and e

% value wasselected correm/yr with 0.086% (0.0nt radionuclresponding toser to 0.086

, the concretsequences ain the WT

ributed over ase dose con). This resulworst case snsignificant c%.

measure, thfor the Gro

Dose Factors -23 for the aributor dose

able 6-19 SC

r

variability oontributor dond BFM Do

m 0.403% to

e hypotheticamit of 25 mrn constant asns will increaata over a rancontributor rxceeding a t

s calculated fre samples is

a correspon021 mrem/yrlides wouldo 25 mrem/y6% than the

te core sampare from the TB is 1.2E+

the entire sunsequence wlt obviously

scenario, thecontributor d

he most limoundwater sc

to account adjusted soil percent was

Soil DCGLsContributor

ROC

Co-60

Sr-90

Cs-137

6-37

on dose is coose percentaose Factors (2.179%.

al dose contrrem/yr, assus activity incase linearly wnge of total aradionuclidestotal activityfor the WTBs used the donding dose pr) (see Attacd remain atyr and that th2.179% val

ples taken dWTB basem

+04 pCi/g. urface of the

was 155 mreindicates th

e dose baseddose percent

miting insigncenario for for the insigDCGLs and performed f

s for ROC Ar Dose Fract

Adjusted S(pC

1.25E

6.40E

5.65E

onservativelage from all (i.e. 2.179%

ribution of thuming that tcreases. Howith dose upactivity in ths are below y representinB Groundwatose calculatepercentage achment 6-3).t their MDhe insignificlue calculate

during charament. The Assuming

e WTB basemem/yr for thehat remediatid on actual ctage of 1.587

nificant dosthe WTB)

gnificant cond BFM Dosefor Buried P

Adjusted fortion

Soil DCGLs Ci/g)

E+01

E+03

E+01

ly accountedof the scena

% as seen in

he insignificthe mixture

owever, it is p to 25 mremhe samples, i MDC over

ng 25 mrem/ter scenario.ed for the Wattributed to . The realisC values acant contribued using the

acterization taverage totathat the av

ment (101.9 e WTB Excion is necesscore concen7% which is

se contributowas used t

ntributor dose Factors. A Pipe. See sec

r Insignifica

d for by apparios evaluatAttachment

cant radionuc fractions ounlikely tha

m/yr. Basedit is clear tha

r a wide ran/yr. For exam. When the a

WTB Groundwthe insignif

tic expectatias concentrautor dose framixture in T

that represenal activity foverage activi

m2) to a depavation scensary but the

ntrations froms below the w

or percentago adjust these (Referencseparate ana

ction 6-18.

ant

plying ted to 6-3).

clides of the at the

d on a at the

nge of mple, actual water ficant ion is ations action Table

nt the or the ity is pth of nario. point

m the worst

ge of e soil ce 5). alysis


C

C

C

C

The mixcontributinsignificdose imp


n 0 Table

ROC

Co-60

Sr-90

Cs-137

Table

ROC

Co-60

Sr-90

Cs-137

Table

ROC

Co-60 Sr-90

Cs-137

Table

ROC

Co-60 Sr-90

Cs-137

ture fractiontors is listed cant contribupact and was

Water ReactorPlan

e 6-20 ReIns

I

e 6-21 WTCo

In

6

2

4

e 6-22 WGCo

In

114

e 6-23 ReIns

In

1

15

n for the ROin Table 6-2

utors is attrib therefore in

r

eactor Buildsignificant C

Insitu GW

4.87E-01

5.05E+00 1.76E-01

TB BFM DFontributor D

nsitu GW

6.66E-02

2.93E+00

4.16E-02

GTV BFM ontributor D

nsitu GW

1.20E-01 1.10E+00 4.79E-02

emaining Stsignificant C

Re

nsitu GW

1.40E-02

1.19E+00 5.28E-03

OC and the 24. Note thabutable to N

ncluded in th

6-38

ding BFM DContributorReactor Build

(mre

Insit

Fs for ROCDose Fractio

WTB A(mre

Insitu

DFs for RODose Fractio

WGTV A(mre

Insitu

ructures BFContributoremaining Stru

(mre

Insitu

mixture fraat the majoriNi-63 (with ahe group of in

DFs for ROCr Dose Fracding Adjustedem/yr per mC

tu Drilling Spo

1.19E-01

2.11E-04 2.91E-02

C Adjusted fon

Adjusted BFMem/yr per mC

u Drilling Spo

1.17E+00

2.08E-03

2.86E-01

OC Adjustedon Adjusted BFMem/yr per mC

u Drilling Spo

6.08E-01 1.07E-03 1.48E-01

FM DFs forr Dose Frac

uctures Adjustem/yr per mC

u Drilling Spo

1.34E-01

2.36E-04 3.26E-02

action for thity of the 0.1a fraction ofnsignificant

C Adjusted ction d BFM DFs Ci)

oils

for Insignifi

M DFs Ci)

oils

d for Insign

M DFs Ci)

oils

r ROC Adjuction ted BFM DFs

Ci)

oils

he aggregate1013 mixturf 0.08) whiccontributors

for

Excavation

1.58E+00

3.08E-03 3.50E-01

icant

Excavation

2.10E+01

4.08E-02

4.63E+00

nificant

Excavation

7.00E+00 1.37E-02 1.54E+00

usted for

Excavation

3.52E+00

6.85E-03 7.75E-01

e of insignifre fraction foch has a verys.

ficant or the y low


C6.14.

A check concentrathe residuthe fill dunot in theInsitugw +complianconcentra

A6.15.

As discuconsidereaccordancomplianforeseeabscenario

A quantisimple quless thanintake rat

A dose airrigationingestionlivestockscenario assessme

The Resiused for contaminopposed root dept


n 0 T

Concentratio

calculationations of ROual radioactiuring baseme concrete. + BFM Insitnce (see LTPations were

Alternate La

ussed in sected, Residen

nce with NUnce, but werble” land useis “significa

itative evaluualitative ev

n the dose frte would be

assessment on) was perforn and fruit ank would be ra

dose assessments included

ident Gardethe Industri

nated zone tto the 1 m dth paramete

Water ReactorPlan

Table 6-24

IC

ons in Excav

n was perforOC in fill mivity in the c

ment concreteThe calcula

tuds + BFM P Chapter 5)less than the

and Use Sce

tion 6.4, twt Gardener

UREG-1757, re used to re. NUREG-

ant” then gre

uation of thevaluation conom the Induless.

of the Residrmed. The Rnd vegetableaised on the ment was ped the ROC at

ener soil dosial Use soil thickness wadepth assumeer was adde

r

ROC anMixture

ROC

Co-60

Sr-90

Cs-137 Insignificant Contributors

Total

vated Fill M

rmed in Rematerial after concrete wase excavationation was baExcavation.

). For all ROe surface soil

nario Dose

wo alternate with onsitethese less l

risk-inform 1757 states t

eater assuran

e dose from ncluded thatustrial Use s

dent GardeneResident Gares from an osite so the m

erformed fort their respec

se was calcudose assessas changed ed in the scrd since the

6-39

nd Insignifice Fractions

Mixture F

0.0

0.00

0.87

0.10

1.0

Material

ference 8 toexcavation.

s instantly ren. Therefore,ased on BFM. The summa

OC and all bal DCGLs.

“less likely e well and Rlikely but plthe decisio

that if the pnce that the s

the Recreatt the dose thscenario beca

er scenario (rdener pathwonsite gardenmeat and mir backfilled cctive mixtur

ulated with ment with tto more clo

reening apprplant pathw

cant Radion

Fractions

122

091

774

013

00

o determine The calcul

eleased to th, the source

M DFs that wation DF wiasements, th

but plausibRecreationallausible scenn of Industeak dose frocenario is un

tional Use shan the Recreause the occ

(with onsite ways includen. It was conilk pathwaysconcrete ande fractions a

the RESRAthe parameteosely represroach used inway is activ

nuclide

e the maximlation assume fill and unterm would were the sumill be appliedhe hypothetic

ble” land usl Use with narios were trial Use as om a less liknlikely woul

scenario waseational Usecupancy tim

well for dred direct dosnsidered higs were inactid soil sourceas listed in T

AD determiner changes lent actual sn the Industrve in the Re

mum hypothmed that 100niformly mix

be in the filmmation of d during FRcal maximum

e scenarios onsite wellnot analyzethe “reason

kely put plauld be necessa

s not requiree scenario w

me and well w

inking watee, inhalation

ghly unlikelyive. The altee terms. The

Table 6-24.

nistic paramlisted belowsite conditiorial scenarioesident Gard

etical 0% of xed in ll and BFM

RS for m fill

were l. In ed for nably usible ary.

ed. A will be

water

r and n, soil y that ernate dose

meters . The ns as

o. The dener

La CrossLicense TRevisionscenario.5512). T

C

In

F

F

F

L

D

D

The assetwo waysprovide tthe alternequal toconcentracould notdecommisection 6

The soil identifiedwas the Scenario hypothetexcavatesection 6

The doseScenario determinabove to it is proje

The resuas-left coGardenercomplianExcavatilow dosefor the comparis


n 0 The remain

The paramete

Contaminated

nhalation Ra

raction of T

raction of T

ruit, Vegetab

Leafy Vegeta

Drinking Wat

Depth of Roo

ssment of ths. First, the mthe most accnate scenarioo the maxiations that rt plausibly oissioned whi

6.4). The dos

dose from td during cha

hypotheticaDCGLs, th

ical maximud and sprea

6.14). The re

e from backassuming

nistic paramerepresent th

ected to cont

ulting Resideondition at tr dose fromnce during Fon (see LTP

e from the BWTB in th

son, when th

Water ReactorPlan

ning parameers changes a

d Zone Thick

ate - 8400 m3

ime Spent In

ime Spent O

ble and Grai

able Consum

ter Intake - 4

ots - 1.22 m.

he soil dose maximum socurate estimao dose was imum allowresult in 25 occupy the Lich was cons

se calculation

he Resident aracterizational maximume dose was um radionucad on the gresulting dose

kfilled concthe BFM I

eters used fhe Resident Gtain the majo

ent Gardenerthe time of

m the BFMFRS will beP Chapter 5)BFM Insitu she Industria

he 30 year de

r

eter changesare:

kness - 0.15m3/yr,

ndoors - 0.64

Outdoors - 0.

in Consumpt

mption - 21.4

478 L/yr,

from the Reoil concentraate of dose fcalculated a

wable soil mrem/yr). T

LACBWR siservatively ans are docum

Gardener an as the sou

m soil conc31.4 mrem/yclide concenround surface from the R

crete was alInsitu geom

for the BFMGardener scority of resid

r dose from license term

M Insitu scee the summa which is doscenario. Foal Use scenecay period i

6-40

s are metabo

m,

49,

124,

tion - 112 kg

,

esident Gardations identifrom soil in assuming the

concentratiThe doses wite until afterassumed to bmented in Re

lternate scenurce term wacentrations tyr. A dose antrations in ce during th

Resident Gard

lso calculatemetry descriM Insitugw do

enario. The dual radioact

backfilled cmination) wa

nario is lowation of theominated by or example, tnario, assumis included th

olic and beh

g/yr,

ener alternatfied during cthe Residen

e ROC concions in thewere calcular the G-3 plabe 30 years eference 8.

nario using tas 0.66 mrethat could rassessment wfill materia

he excavatiodener was 26

ed for the Ribed in secose assessmWTB was u

tivity at licen

concrete in as 0.94 mremw because BFM Insit the Excavathe dose fro

ming no dehe dose is 0.

havioral (fro

te scenario wcharacteriza

nt Gardener scentrations we Industrialated assuminant ceased oafter license

the maximumem/yr. Whenremain givewas also peral. The fill ion of structu6.9 mrem/yr

Resident Gaction 6.11.1ment were mused for the nse terminat

the insitu gem/yr. Note tthe BFM D

tugw + BFMation Scenariom the BFMecay, is 1.7.84 mrem/yr

om NUREG

was performation were usscenario. Secwere theoretil Scenario ng that a resoperation ande termination

m concentran the source en the Indurformed usinis assumed ure concreter.

ardener Alte. The RES

modified as assessment

tion.

eometry (i.ethat the ResDFs applied

M Insituds + io. This resu

M Insitu geom77 mrem/yr.r.

G/CR-

med in sed to cond, ically (i.e.,

sident d was n (see

ations term

ustrial ng the to be

e (see

ernate RAD listed since

e., the sident d for BFM

ults in metry . For

La CrossLicense TRevisionThe finaBFM Exlimitationalternate soil. How

In conclunot signif

B6.16.

The BFMthe conccalculatinacceptab

Althoughthe BasemReferencdemolitio

Lco

L

These limrate) andensure thacceptabcomplian

To compdemolitiomeasuremair democontaminopen airidentified

The doseopen air assessmeof potentplausibleTable 5.1but is uconcentralimit are demonstr


n 0 l considerat

xcavation Scn that the exscenario do

wever, the do

usion, the doficant and th

BFM Elevate

M is a mixingcentration anng Area Facility of eleva

h AFs are noments are li

ce 14. The on of structu

Less than 2 moncrete.

Less than 1,0

mits define td removablehat the dose le. The op

nce calculatio

ply with the on. These sment modes.olition couldnation potentr demolitiond and remed

e from a hypdemolition

ent was to futial dose. Th

e” scenario (1, the scenarsed to helpation that coacceptable,

ration using

Water ReactorPlan

ion is the dcenario. Becxcavated conose from excose from con

ose from theherefore grea

ed Area Con

g model thatnd distributitors (AFs) inated areas of

ot applicablemited by thBasements

ures above 63

mR/hr beta-g

00 dpm/100

the acceptabe contaminat

to the publpen air demoons for 10 C

open air desurveys will. Scanning cd include utial. The pren will proviated.

pothetical malimits was e

urther “risk-ihe Worst-Ca(as defined rio is not an

p “risk inforould remain assuming athe BFM DF

r

dose from thcause the Bncrete wouldcavated concncrete would

e Recreationater assuranc

nsideration

t uses the totion of the rn conjunctiof activity doe

e to the BFMe implementwill be rem

36 foot eleva

gamma total

cm2 beta-ga

ble operationtion that canlic from airbolition limit

CFR 20.1402

emolition liml use convencoverage for

up to 100% e-remediatioide confide

aximum conevaluated usinform” the aase Drillingin NUREG-

nalyzed for crm” and juin elevated

ll activity isFs.

6-41

he Resident FM Excavad not exceedcrete would d be less sinc

nal Use and ce that these

s

tal inventoryresidual rad

on with conces not apply.

M, the maximtation of the

mediated to ation. The o

surface cont

amma loose s

nal levels of n remain prborne contamts are opera

2.

mits, radiologntional gamr pre-remedi

of the accon surveys peence that co

ncentration thsing the drilacceptability

g Spoils asse-1757, Tablcompliance wstify the de

d areas after s accounted

Gardener alation concepd the surfacebe essential

ce plants can

Resident Gascenarios w

y as the sourcdioactivity. centration-ba.

mum concene open air dethe open ai

open air dem

tamination o

surface cont

f fixed (as mrior to openmination genational level

gical surveymma instrume

iation surveycessible surferformed to ontamination

hat could remlling spoils sy of a worst-essment is cle 5.1). Conwith the 10 ecision that

remediationfor and incl

lternative scptual model e soil DCGLly the same

nnot be grow

ardener alterwill not occur

ce term and The standa

ased DCGLs

ntrations thatemolition limir demolitio

molition limit

on contact wi

tamination.

measured by n air demolitnerated durils and are n

ys will be peents in typicys on structuface area dprepare buil

n above the

main after rescenario. Th-case conditiconsidered ansistent withCFR 20.140the hypoth

n to the 2 mluded in the

cenario giveis based on

Ls, the maxias calculate

wn in concret

rnate scenarr is unnecess

is independeard approachs to determin

t could remamits describ

on limits prits are:

ith structura

contact exption. The ling demolitinot a part o

erformed prical scanningures prior to epending onlding surfacee limits wi

emediation the purpose oion in the coa “less likelyh NUREG 02 dose critehetical maximR/hr demo

final compl

en the n the imum ed for te.

ios is sary.

ent of h for

ne the

ain in bed in ior to

al

osure limits ion is of the

ior to g and open

n the es for ill be

to the of the ontext y but 1757, erion, imum

olition liance

La CrossLicense TRevisionThe Worinto a shypothetterminatito be excvery unliimmediathitting an

From Recontaminin 2 mR/have esseof loose corresponarea conpCi/g.

Also fromSpoils scCs-137. approximhypothetmeet theDemonstsufficientmaximum

S6.17.

The REScontamindose for from a sm

Referencused to c1.0 m2 toThe AFssmaller a

The full RAFs are p


n 0 rst-Case Dripot of residical Cs-137 ion taking nocavated and ikely for twotely after licn area contai

eference 8, nation throug/hr at contacentially no e“dust” is tr

nds to approntaining unif

m Referencecenario, assu

Therefore, mately 10,00ical maximue 2 mR/hr trating compt to accountm concentrat

oil Area Fa

SRAD modenated. Isolata given con

maller area i

ce 8 calculatcalculate soio 100 m2. Ths were calcuarea by the so

RESRAD Suprovided in T

Water ReactorPlan

illing Spoils dual radioacconcentrati

o credit for dbrought to

o reasons. Fcense terminining the ma

assuming angh the first hct is approxieffect on therivial. For e

oximately 45form radioac

e 8, the Cs-1uming one-h

the dose 0/80,000*25um area of

open air dpliance witht for the actions.

actors

eling for soted areas of

ncentration. s defined as

tes AFs for eil DCGLs. The need to a

ulated by divoil DCGLs i

ummary RepTable 6-25.

r

scenario asctivity in bion. The dridecay. The the surface First, the scation. Secon

aximum hypo

n arbitrary chalf inch of mately 10,0

e dose rate bexample, a 5 pCi/cm2 coctivity throu

37 concentrhalf inch con

from this 5 = 3.1 mremresidual raddemolition

h the dose cctivity, and a

oil assumes f contaminati

The ratio ofthe Area Fa

each ROC uThe “Area oapply AFs toviding the pCin Table 6-7

ports are pro

6-42

ssumes that basement flolling I assumentire invenwhile mixinenario assum

nd, the probaothetical con

circular areaconcrete, the00 pCi/g Cs

because the aloose contam

ompared to 2ugh a half i

ration that wntamination

“less likelm/yr and is dioactivity, blimit, is n

criterion usinassess the d

that the enion that are f the dose fr

actor (AF).

using RESRAof Contamino contaminatCi/g per 25 .

ovided electr

the water suoor concret

umed to occuntory within ng with overmes that a wability of an ntamination

a with a 36e Cs-137 cos-137. The lactivity assomination lev

29,000 pCi/cinch layer a

would result idepth, was

ly but plaunot significabeyond that ot justified ng the total dose, in the

ntire area wsmaller than

rom the full

AD with thenated Zone”ted areas gremrem/yr va

ronically wit

upply well ie that contur immediatthe drill diam

rburden fill water supply

assumed eiglevel during

6 inch diameoncentration evels of loo

ociated with vel of 10,00

cm2 total invat a concent

in 25 mrem/approximat

usible” scenant. Further

required foon a risk

inventory aareas with

within the Ln 7500 m2 wsource term

e determinis” parameter eater than 10alue from RE

th Reference

is drilled dirtains the hitely after licmeter is assuand soil. Th

y well is instght inch bor

g drilling is l

eter and unithat would rse contamina very thin

00 dpm/100ventory in a 1tration of 10

/yr in the Drely 80,000 pnario wouldr reduction oor remediatiok-informed band BFM D

the hypoth

SE, 7500 mwill have a l

m area to the

stic parametewas varied

00 m2 is unliESRAD for

e 8. The resu

rectly ighest cense umed his is talled ehole ow.

iform result

nation layer

0 cm2 1 cm2 0,000

rilling pCi/g d be of the on to basis.

DFs is etical

m2, is lower dose

er set from

ikely. each

ulting


Radionu

Cs-137

Co-60

Sr-90

B6.18.

Buried psection dThe calcu

6.18.1. SWith the to remainpotential Water froimpactedcontaminrequired

DCGLs characterpotentialdiscussedresults inthen sam

6.18.2. EConsistenmaterial,buried pifrom bur

NUREG-the radiopiping atconceptuthat no mbetween

The concdevelopeof the pip


n 0

uclide

Buried Pipin

iping is defidescribes theulations are

ource Term

exception on at LACBWis minimal.

om LACBWd because thnation and wfor non-imp

for buried rization has . The radiod in LTP Chndicate that t

mples will be

Exposure Sc

nt with the two exposuipe being exied pipe rem

-1757, Appenuclide conct LACBWR ual model is mixing is asspipes during

ceptual moded for the BFpe is assume

Water ReactorPlan

Table

1m2

9.44

9.11

11.22

ng Dose Asse

ned as belowe buried pipperformed b

m and Radio

of a portion oWR was asso See Table 6

WR Crib Houhey only conwill continu

pacted areas.

pipe were been perfo

onuclide mixhapter 5, if cthe buried panalyzed fo

enario and

guidance iure scenariosxcavated and

maining in sit

endix J statecentration inis a minimumore conser

sumed to occg excavation

dels for the bFM. In the Ied to instant

r

e 6-25 Su

2m2

5.56

5.42

6.66

essment and

w ground pipe dose asses

by RESRAD

onuclide Mi

of the Circuociated with6-2 for list o

use to G-3 anntacted cleanue operation

calculated ormed in bxture is asscontinuing cpiping dose cr HTD radio

Critical Gr

n NUREG-s were consd spread acrtu (Insitu sce

es that it shon the analysium of 1 m brvative thancur with the

n.

buried pipe IInsitu scenartaneously rel

6-43

urface Soil A

Area F

5

3

3

3

d DCGL

pe located ossment meth

D and Excel s

xture

ulating Waterh contaminatof buried pipnd Well waten river wate

n after licen

for the inburied pipinsumed to beharacterizaticould exceedonuclides and

roup

1757, Appeidered; 1) inross the surfenario).

ould be apprs, including

below grade.the NUREG

e soil in the

Insitu and Erio the residulease and mi

Area FactorFactors

m2

.07

.01

.69

outside of strhods and prospreadsheet a

r System Pipted systems pe to remainer piping forer or groundnse terminat

nitial suite ng due to the the same ion is perford 50% of thd additional

endix J reganadvertent inface (Excav

ropriate to uany interspe

. The LACBG-1757, App1 m cover o

Excavation sual radioactix with a thi

rs

10m2

2.04

2.00

2.45

ructures and ovides the ras detailed in

pe, none of and therefo

n. The High r Well #3 aredwater withtion. No DC

radionuclidethe very low

as listed inrmed for bu

he 25 mrem/yassessments

arding assesntrusion wh

vation scenar

use the arithersing cleanBWR buriedpendix J conor the intersp

scenarios aretivity on the in 2.54 cm l

100m2

1.19

1.18

1.41

basements. resulting DCn Reference

the buried pore contamin

Pressure See considered

h no potentiaCGLs or FS

es. To datew contaminn Table 6-3ried pipe anyr dose crites performed

ssment of bhich results irio), and 2)

hmetic averan soil. The bd pipe excavnceptual modpersing clean

e similar to internal surayer of soil

This CGLs.

8.

piping nation ervice d non-al for SS is

e, no nation 3. As nd the erion, .

buried in the

dose

age of buried vation del in n soil

those rfaces in an

La CrossLicense TRevisionarea equareleased presence assumptiflowable to be conscenario ground ssurface dWorker iand soil m

6.18.3. BRESRADDCGLs f

The burieand grouis designPipe onlysignificanthe site.

The Insiinclude tinput parterm geothan one the thin basementinsitu dotable. ThFlow” warea equa

The insitInsitu Grelevationinternal sthe ExcaCirculatincalculate

6.18.4. BThe RESReferenc


n 0 al to the intradioactivityof the pipe

on, particulfill material

nservative onmodel assumurface after

disturbance cis exposed tomodels.

Buried Pipin

D modeling for the intern

ed piping wuping of all inated as the “y. The separntly differen

tu dose calcthe Circulatirameters appometry (see T

meter belowlayer (2.54 t floor, i.e..,se, which is he assumed ere calculateal in size to t

tu dose for roundwater pn of the botsurface area avation scenang Water D surface soil

Buried Pipe

SRAD Summce 8. The full

Water ReactorPlan

ternal surfacy as a beloe to reduce arly for the l. The assumn the sensitimes that the excavation.

caused by tho the Insitu a

ng Dose Asse

was perfornal surfaces

as separatedimpacted bur“Group”. Thation of the

nt from the o

culation forng Water D

plied to the BTable 6-26).w the ground

cm) source, the WGTVdriven by thRESRAD paed assumingthe summed

the Circulatparameters wttom of the of the pipe.

arios (and cDischarge Pl DCGLs wit

DCGLs Ini

mary Report l RESRAD S

r

ce area of thow ground 2

environmenCirculating

mption of a tivity analysireleased rad A 15 cm m

he large scaleand Excavate

essment

rmed to calof the pipes

d into two caried pipe oth

he second caCirculating

other pipe an

r the buried Discharge pipBFM Insitu G The depth d surface in e term was

V at 621 foothe groundwaarameters “A

g that the all internal sur

ting Water Dwith the elevpipe (630 f

. See Table correspondinPipe were cth source ter

tial Suite

file names fSummary Re

6-44

he pipe. The2.54 cm layntal transporg Water Discthin soil mixis for the BFdioactivity ismixing layere excavationed soil via th

lculate DSRafter conver

ategories. Thher than the ategory consWater pipe w

nd the pipes

piping “Grpe) was perfGroundwaterof the buriedorder to be nominally at elevation.

ater pathwayArea of Con

of the pipe face area of

Discharge Pvation of thefoot). The c6-26 for the

ng DCGLs) falculated usrm adjustmen

for the RESReports are sto

e Insitu scenyer of soil wrt and migracharge Pipexing layer foFM (see sects mixed withis assumed

n required tohe same path

Rs which arrting units to

he first categCirculating isted of the was necessaare located i

roup” (whicformed by Rr scenario wd piping varbelow the f

assumed to Using a low

y, by minimizntaminated Z

in the groupf all Group pi

Pipe was alse thin contamcontaminatede source termfor both thesing the REnts as listed

RAD Buried ored electron

nario model with no credation. This i which will

or buried mation 6.11.1)h a 15 cm ladue to the

o remove piphways applic

re the basis o dpm/100 cm

gory includeWater DiscCirculating

ary because tin distinctly

ch as statedRESRAD mowith adjustmeries but is infreeze zone. be the samwer elevatiozing the dist

Zone” and “Lp was locateipes.

so calculatedminated layed area was

m parametere Buried PipESRAD parin Table 6-2

Piping runsnically. The

assumes thadit taken fois a conservl be filled waterial was sh. The Excav

ayer of soil oextensive grpe. The Inducable to the

for determm2.

ed the summcharge Piping

Water Dischthe geometrydifferent pa

d above doeodeling usinents to the so

n all cases grThe elevati

me as the deon maximizetance to the wLength Paraled in one cir

d using the er being set a

set equal trs. The dose pe Group anrameters use26.

s are listed ine detailed inp

at the or the vative with a hown

vation on the round ustrial BFM

mining

mation g and harge y was arts of

s not ng the ource reater on of

eepest es the water llel to rcular

BFM at the o the from

nd the ed to

n puts


C

AZ

TCLAUT

to the DCresulting Excel sprprovided

6.18.5. BThe Buricontributfinal ROcontributfractions

The dosepipe scenall buriedSr-90 and

The dosepipe DCGinsignific6-3 containitial suicontribut


n 0 Table 6-

Parame

Cover Depth (m

Area of ContamZone (m2)

Thickness of Contaminated zLength Parallel Aquifer Flow (mUnsaturated ZoThickness (m)

CGL calculaRESRAD D

readsheet asd in Table 6-2

Buried Pipe

ied Pipe DCtions from thCs and adjutors. The dofrom Table

e percentagenarios; Insitud pipe scenard Cs-137.

e percentagesGL categoriecant radionuains a copy oite and the dtors that wer

Water ReactorPlan

-26 RESR

ter

m)

minated

zone (m) to

m) ne

ation, includDSRs geners described i27.

Radionuclid

CGLs in Tabhe initial suitust the ROCose percent6-3.

es for the inu and Excavarios and the

s for the insies. Therefore

uclide fractioof Table 24 fdose percentare removed.

r

RAD SourcDCGL

Buried Pipe Group

Insitu

5.465

1349.71

0.0254

41.45

0.61

ding RESRArated by moin Reference

des of Conc

ble 6-27 werte radionucli

Cs for the dotages for th

nitial suite raation. The fisame as ide

ignificant coe, adjustmen

ons were calcfrom Referenages attribut

6-45

ce Term ParL Calculatio

Buried PGroup

Excavati

0

1349.7

0.15

41.45

6.0706

AD source teodeling and e 8. The bur

cern and Ad

re used in Rides, identify

ose fraction ahe initial su

adionuclidesinal list of inntified for so

ontributors wnts to the Buculated separnce 5 which able to the a

rameters forons

Pipe p

ion

CircuWa

DischPi

In

2.

1 766

0.0

160

6 3.

erm parameall unit con

ried pipe DC

djusted DCG

Reference 5 ty the insigniattributable

uite were ca

s were calcunsignificant coil and base

were differenuried Pipe DCrately for ea

h provides thaggregate of

r Buried Pip

ulating ater harge ipe

nsitu

Ci

D

Ex

74

6.14

0254

0.02

33

eter calculatinversions arCGLs for th

GLs

to calculate ificant contrito the remo

alculated us

ulated for eacontributors ments. The R

nt for each ofCGLs to acc

ach of the foue dose percethe insignifi

ping

irculating Water

Discharge Pipe

xcavation

0

766.14

0.15

160.02

6.0706

ions, a list oe provided

he initial suit

the relative ibutors, selec

oved insignifsing the mi

ach of the bwas the samROCs are C

f the four bucount for theur. Attachmeentages for thficant

of the in an te are

dose ct the ficant ixture

buried me for Co-60,

uried ent he


Rad

C

E

E

E

P

P

P

P

A

A

C

C

The dose1.961%. insignific

The finalExcavatii.e., the iare provi


n 0

dionuclide

(

H-3

C-14

Fe-55

Ni-59

Co-60

Ni-63

Sr-90

Nb-94

Tc-99

Cs-137

Eu-152

Eu-154

Eu-155

Pu-238

Pu-239

Pu-240

Pu-241

Am-241

Am-243

Cm-243

Cm-244

e fraction oTable 6-28 p

cant dose per

l DCGLs toon scenariosnsitu and ex

ided in Table

Water ReactorPlan

TabBuried Pipe

Group

Insitu (dpm/100 cm2

4.69E+08

1.82E+07

0.00E+00

1.12E+10

9.12E+06

4.67E+10

5.84E+05

1.01E+08

2.33E+07

2.57E+07

1.46E+09

2.68E+09

1.43E+11

1.50E+06

7.85E+05

7.93E+05

5.14E+07

1.82E+06

1.49E+06

7.57E+08

3.03E+08

of the aggreprovides thercentage.

be used dus must be suxcavation scee 6-29.

r

ble 6-27 B

2)

Buried P

Exca(dpm/1

4.65

2.43

5.95

1.52

8.43

5.55

3.99

1.27

8.79

3.60

1.82

1.70

6.62

9.90

8.91

8.92

3.04

6.52

1.11

1.71

1.59

egate of thee final Buried

uring FSS acummed in theenarios may

6-46

Buried Pipi

ipe Group

vation 100 cm2)

5E+09

E+10

5E+10

2E+11

E+04

5E+10

9E+07

7E+05

9E+07

0E+05

2E+05

0E+05

2E+06

0E+06

E+06

2E+06

4E+08

2E+06

E+06

E+06

9E+07

insignificand Pipe DCGL

ccount for the conceptual

y occur in pa

ing DCGLsCirculating

Water DischaPipe

Insitu

(dpm/100 cm

1.56E+08

1.53E+07

0.00E+00

0.00E+00

4.92E+07

1.98E+11

6.94E+05

1.01E+08

7.26E+06

1.31E+08

1.45E+12

1.40E+14

4.72E+19

1.04E+07

7.88E+05

8.11E+05

1.11E+08

3.84E+06

1.52E+06

6.63E+08

3.01E+08

nt contributLs for the R

he fact that tl model for

arallel. The s

g arge

m2)

CirculDisc

Ex(dpm

6

2

7

1

8

7

4

1

1

3

1

1

6

1

1

1

3

7

1

1

2

tors ranges ROC adjusted

the dose froburied pipe summed Bur

lating Water charge Pipe

xcavation m/100 cm2)

.23E+09

.45E+10

.77E+10

.98E+11

.58E+04

.24E+10

.23E+07

.29E+05

.19E+08

.66E+05

.86E+05

.73E+05

.71E+06

.29E+07

.16E+07

.16E+07

.68E+08

.93E+06

.16E+06

.79E+06

.07E+06

from 0.413d for the rem

om the Insitudose assessmried Pipe DC

% to moved

u and ment, CGLs


Radion

Co-

Sr-Cs-

E6.19.

There is concentraunder theBuilding

In late 20and licen1983, prresults. Ggroundw

GroundwROCs idirrigation

GW ExpGuidanceAMCG d


n 0

Tab

nuclide

B

(d

-60

-90 137

Table 6

Existing Gro

low potentations have e Turbine Buindicated po

012, five addnse terminatiredominantlyGroundwater

water contami

water Exposudentified in n the only ex

posure Factoe Report 11drinking wat

Water ReactorPlan

ble 6-28

Buried Pipe Group

Insitu dpm/100 cm2

9.01E+06

5.77E+05 2.54E+07

6-29 Sumfor

Radionucli

Co-60

Sr-90

Cs-137

oundwater D

tial for signibeen identi

uilding. Samositive groun

ditional monion. Results y H-3. See r Exposure ination that m

ure Factors Table 6-24

xposure pathw

ors were th1 Ingestion ter intake rat

r

Buried PipInsignifica

2)

BuriG

Exc(dpm/

8.3

3.93.5

mmed BurieInsignifican

de

BuriG

(dpm

8.3

5.6

3.5

Dose

ificant grouified in groumpling in 19ndwater con

nitoring wellindicated loLTP ChaptFactors we

may be pres

for existingplus H-3.

way from gr

herefore calcDose Conv

te of 327 L/y

6-47

pe DCGLs fant Radionuied Pipe

Group

avation /100 cm2)

9E+04

8E+07 9E+05

ed Pipe DCGnt Radionuc

ied Pipe Group

/100 cm2)

1E+04

9E+05

4E+05

ndwater conundwater ad983 from a wtamination a

l pairs were wer groundw

ter 2 for a ere calculateent at the tim

g GW conta Because th

roundwater i

culated in Rversion Factyr. See Table

for ROCs Auclide Fract

CirculatWater Disc

Pipe

Insitu(dpm/100

4.8

6.81.2

GLs for ROclide Fracti

CirculatWater Disc

Pipe

(dpm/1008.53E+

6.70E+

3.64E+

ntamination djacent to suwell located dat relatively

installed to water contamsummary o

ed to determme of license

amination whe industriais potable wa

Reference 8tors and thee 6-30.

Adjusted fortions ting charge e

u 0 cm2)

W

(d

82E+07

80E+05 28E+08

OCs adjustedons ting charge e

0 cm2) +04

+05

+05

to be preseuspected brodown gradielow concent

support sitemination lev

of characterimine the doe termination

were calculatal scenario dater from an

8 directly ue assumed i

r

Circulating Water Dischar

Pipe

Excavationdpm/100 cm2

8.55E+04

4.22E+07 3.65E+05

d

ent althoughoken floor dent of the Tutrations.

e characterizvels than fouization and se from exin.

ted for the does not in

n onsite well

sing the Feindustrial w

rge

2)

h low drains urbine

zation und in

HSA isting

three clude . The

ederal worker


D6.20.

As discube made and could

After comarea and calculate

where:

The doseburied pimultiplyi


n 0

Ra

Demonstrati

ssed in sectithrough the d potentially

mpliance is buried pipin dose and su

Complian

Max BFM

Max BFM

Summatio

and Burie

Max Open

Max Buri

Max Exis

e for basemeiping is calcuing the ratio

Water ReactorPlan

Tabl

adionuclide

Co-60

Cs-137

Sr-90

H-3

ing Complia

ion 6.5.5, thsummation

y occur in pa

demonstrateng, the meanummed as sh

nce Dose

M Insitu (ds)

M Excavation

on BFM Insi

ed Pipe Insitu

n Land

ied Piping Ex

sting Ground

nts is calculaulated by divby 25 mrem

r

le 6-30 GGro

ance with D

he final demoof dose from

arallel.

ed independn concentratihown in Equ

n

itu (gw)

u

xcavation

dwater

ated directlyviding the m

m/yr. Note th

6-48

Groundwateoundwater E

(mrem/yr

8.80

1.64

4.64

2.09

ose Criterio

onstration ofm exposure

dently througons or invenation 6-2.

= Dose to I

= maximum(mrem/yr)

= maximumbasements

= summatiobasements(mrem/yr)

= maximum(mrem/yr)

= maximum(mrem/yr)

= maximum

y from mean mean FSS conhat the BFM

r Exposure Exposure Fac

per pCi/L)

0E-03

4E-02

4E-02

9E-05

on

f compliancescenarios th

gh the FRS ntory values

Industrial W

m BFM Insit

m BFM Exc(mrem/yr)

on of BFM Is (mrem/yr) ) from all pip

m dose from)

m dose from )

m dose from

n STS resultsncentrations Insitugw dos

Factors ctors

e with the dhat are not m

of each strufrom the FR

Worker AMC

tuds dose from

cavation dose

Insitugw doseand Buried pe

m open land s

buried pipin

existing gro

s. The dose fby the DCG

se from the b

dose criterionmutually excl

ucture, openRS will be us

Equatio

G (mrem/yr)

m basement

e from

e from all Pipe Insitu d

survey units

ng Excavatio

oundwater

for open landGLs and basement

n will lusive

n land sed to

n 6-2

)

s

dose

on

d and

La CrossLicense TRevisionassigned Insitugw Scontamincontributgroundw

R6.21.

1. HR2

2. EW

3. UCo

4. URD

5. EC

6. PR

7. PWan

8. ED

9. AR

10. SC

11. Z(Cth

12. A2

13. SM

14. ED


n 0 the Maximu

Summation”nation can eite to dose fro

water summat

References

Haley & AldrReactor, Dair

015.

EnergySolutiWater Reacto

U.S. Nuclear Consolidated

f Radiologic

U.S. Nuclear Radiation SurDecember 20

EnergySolutiConcern Duri

acific NorthReactor Mate

acific NorthWithin and And Decomm

EnergySolutiDCGL and C

Argonne NatiRESRAD 6.0

andia NationContaminatio

ZionSolutionCRA) Reporhe Zion Rest

Argonne Nati001.

heppard andMajor Soil Ty

EnergySolutiDemolition L

Water ReactorPlan

um BFM Ex term in Equ

ither be retaiom well watetion because

rich Inc., Hyryland Powe

ons Technicor Historical

Regulatory Decommiss

cal Criteria, F

Regulatory rvey and As

006.

ons Technicing LACBW

hwest Laboraerials, Pacific

hwest LaboraAround Commmissioning As

ons Techniconcrete BFM

ional Labora0 and RESRA

nal Laboratoon From Dec

s Technical rt, Evaluationtoration Proj

ional Labora

d Thibault, Dypes: A Com

ons TechnicLimits.

r

cavation dosuation 6-2. Tined in the coer, not both.

e it is based o

ydrogeologicr Cooperativ

cal Support DSite Assessm

Commissionsioning GuidFinal Report

Commissionsessment of

cal Support DWR Decomm

atory, NUREc Northwest

atory, NUREmercial Nucssessment –

cal Support DM Dose Fact

atory, NUREAD-BUILD

ory, NUREGcommissioni

Support Docn of Hydroloect.

atory, User’s

Default Soil/Smpendium, H

cal Support D

6-49

se in EquatioThe two scenoncrete and The Buriedonly on the g

cal Investigave, Genoa W

Document Rment (HSA)

n, NUREG-1dance - Chart - Septembe

n NUREG-1Materials an

Document Rmissioning.

EG/CR-3474Laboratory

EG/CR-4289clear Power P

1985.

Document Rtors.

EG/CR-66973.0 Comput

G/CR-5512, Ving Paramete

cument 14-0ogical Param

s Manual for

Solid /LiquidHealth Physi

Document R

on 6-2 will nnarios are muexcavated o

d Pipe Insitu groundwater

ation Report,Wisconsin, Fi

RS-TD-31319).

1757, Volumracterizationer 2006.

1575, Supplend Equipmen

RS-TD-31319

4, Long-Live– 1984.

9, Residual RPlants; Origi

RS-TD-31319

7, Developmter Codes – D

Volume 3, Rer Analysis –

006, Conestometers in Sup

r RESRAD V

d Partition Ccs, Vol. 59 N

RS-TD-31319

not be includutually exclu

or released todose is inclu

r pathway.

, La Crosse Bile No. 3870

96-003, La C

me 2, Revisio, Survey, an

ement 1, Munt Manual (M

96-001, Rad

ed Activation

Radionuclidein, Distribut

96-004, LAC

ment of ProbaDecember 2

Residual Rad– October 19

oga Rovers &pport of Dos

Version 6, A

Coefficients,No 4, Octob

96-005, La C

ded in the “Busive; the o the fill and uded in

Boiling Wat05-008, Janu

Crosse Boilin

on 1, nd Determina

ulti-Agency MARSAME

dionuclides o

n Products in

e Concentration, Invento

CBWR Soil

abilistic 000.

dioactive 999.

& Associatesse Modeling

ANL/EAD-4,

, Kds, for Foer 1990.

Crosse Open

BFM

ter ary

ng

ation

E) –

of

n

tion ory,

s for

, July

our

n Air



n 0

Water ReactorPlan

Fig

r

ure 6-1 S

6-50

Site Regionaal Location



n 0

Water ReactorPlan

r

Figure 6-2

6-51

2 Site Ovverview

LLR

La Crosse BoilinLicense TerminRevision 0

ng Water Reactation Plan

or

Figure 6-3

6-52

LACBWR Buildings

LLR



or

Figure 6-4

6-53

LACBWR Ennd State

LLR



or

Figure 6-55 LACBWR

6-54

R End State - Backfilled Struc

ctures


Figure 6


n 0

6-6 LACB

Water ReactorPlan

BWR End S

r

State – Back

6-55

kfilled Reacctor Building Basementt Elevation V

View


Input paramevalue

Input paravalu

Assign defaufrom NUREG

Vol.

Behavioral pa

Assign 75% percTEDE is positiv

with the pa


n 0 Fi

eter

Sensitive,

ameter e

ult value G/CR 5512

3

arameter

centile value if vely correlated arameter

Water ReactorPlan

gure 6-7

AssiTED

, |PRCC| > 0.25

r

RESRAD P

Input parametevalue

ign 25% percentileDE is negatively co

with the parame

Classi“Sensitive”

Complete using

Assign NUREG

Prio

Input

Assignfrom NUR

V

Metabo

ClassifyMetabo

Selepa

6-56

Parameter

er

e value if orrelated

eter

fy parameter as ” or “Non-sensitiv

sensitivity analysiRESRAD v7.0

distribution from G/CR-6697, Att C

ority 1 or 2

t parameter value

default value REG/CR 5512 Vol. 3

lic parameter

y as Behavioral, olic, or Physical

ect modelarameter

Selection Fl

A

Non-sen

ve”

is

Classify as Pri1, 2 or 3

No

low Chart

Input parameter value

Assign 50% value distribution

nsitive, |PRCC| < 0

Inpu

Assignfrom R

P

iority

Inpu

Sav

Physica

0.25

ut parameter value

n Median value RESRAD v7.0

Priority 3

ut parameter value

Site data vailable?

al parameter

Yes


R


RESRAD In

er Reactor an

nput Param

ATTA

meters for LA

6-57

CHMENT

ACBWR So

6-1

oil DCGL UUncertainty Analysis

La CroLicenseRevisio

Soil CoBasic rad

Initial prin

Distribu

Ac-227 (dPu-239)

Am-241 and Pu-2

Am-243

C-14

Cm-243

Cm-244

Co-60 Cs-137 Eu-152 Eu-154

Eu-155

Fe-155

Gd-152 (

H-3

Nb-94

Nd-144 (d

Ni-59 Ni-63

sse Boiling Wate Termination Pon 0

Parameter (unit)

ncentrations diation dose limit (mre

ncipal radionuclide (p

ution coefficients

daughter of Cm-243 a

(also daughter of Cm241)

daughter for Eu-152)

daughter for Eu-152)

ter Reactor Plan

Typea

em/y)

Ci/g) P

(contaminated, unsat

and P

-245 P

P

P

P

P

P P

P

P

P

P

P

P

P

P

P

P

SOIL DCG

Priorityb Treatme

3 D

2 D

turated, and saturated

1 D

1 S

1 S

1 S

1 S

1 S

1 S 1 S

1 S

1 S

1 S

1 S

1 D

1 S

1 S

1 D

1 S

1 S

GL: RESRAD PARA

entc Value/Distr

25

1

d zones) (cm3/g)

450

Not Included in Analys


LognormNot Included in

AnalysNot Included in

AnalysLognormLognorm

Lognorm


AnalysLognorm

825


Analys

158

Lognorm

Lognorm

6-58

METERS FOR UNCE

ribution

10 CFR

Unit Va

Mean KNUREG3.9-2, SThibaul

Uncertainty sis

< 0.1% mixture

Uncertainty sis

< 0.1% mixture

mal-N NUREGUncertainty

sis < 0.1% mixture

Uncertainty sis

< 0.1% mixture

mal-N NUREGmal-N NUREG

mal-N NUREG


sis < 0.1% mixture

mal-N NUREG

Median NUREG(No sanTable 3


sis < 0.1% mixture

RESRANd not lNUREG

mal-N NUREG

mal-N NUREG

ERTAINTY ANALYSI

Basis

R 20.1402

lue

Kd Value for sand G/CR-6697, Table Sheppard and t of radionuclide

of radionuclide

G/CR-6697 Att. Cof radionuclide

of radionuclide

G/CR-6697 Att. CG/CR-6697 Att. C

G/CR-6697 Att. C


G/CR-6697 Att. CValue

G/CR-6697, Att. C nd value listed in .9-2)


ADv.7.0 Default listed in

G/CR-6697 G/CR-6697 Att. C

G/CR-6697 Att. C

IS

Distribution's

1 2

NR N R

NR N R

6.72 3.2 2

NA N A

NA N A

2.4 3.2 2

NA N A

NA N A

5.46 2.5 36.1 2.3 3

6.72 3.2 2

6.72 3.2 2

NA N A

5.34 2.6 7

6.72 3.2 2

-2.81 0.5

NA N A

NA N A

6.05 1.4 6

6.05 1.4 6

Statistical Paramet

3

R NR

R NR

2 NA

A NA

A NA

2 NA

A NA

A NA

3 NA 3 NA

2 NA

2 NA

A NA

7 NA

2 NA

5 NA

A NA

A NA

6 NA

6 NA

ersd

4 Mean/ Median

NR

NR

NA 825

NA NA

NA NA

NA 11

NA NA

NA NA

NA 235 NA 446

NA 825

NA 825

NA NA

NA 209

NA 825

NA 0.06

NA NA

NA NA

NA 424

NA 424


Np-237 (Cm-245, Pa-231 (dPu-239)

Pb-210 (d

Po-210 (d

Pu-238

Pu-239 (a

Pu-240 (a

Pu-241

Ra-226 (d

Ra-228 (d240)

Sm-148 (

Sr-90

Tc-99

Th-228 (d240)

Th-229 (dNp-237, a

Th-230 (d238) Th-232 (d240)

U-233 (daNp-237, a


Parameter (unit)

also daughter for Amand Pu-241) daughter for Cm-243

daughter for Pu-238)

daughter Pu-238)

also daughter for Cm

also daughter for Cm

daughter Pu-238)

daughter Cm-244 and

(daughter Eu-152)

daughter Cm-244 and

daughter Am-241, Cmand Pu-241)

daughter Cm-246 and

daughter Cm-244 and

aughter Am-241, Cmand Pu-241)

ter Reactor Plan

Typea

-241, P

and P

P

P

P

-243) P

-244) P

P

P

d Pu- P

P

P

P

d Pu- P

m-245, P

d Pu- P

d Pu- P

-245, P

SOIL DCG

Priorityb Treatme

1 S

1 D

1 D

1 D

1 S

1 S

1 S

1 S

1 D

1 D

1 D

1 S

1 S

1 D

1 D

1 D

1 D

1 D

GL: RESRAD PARA

entc Value/Distr










Analys

245



Analys

3200



35

6-59

METERS FOR UNCE

ribution

Uncertainty sis

< 0.1% mixture

Uncertainty sis

parent <radionu

Uncertainty sis

parent <radionu

Uncertainty sis

parent <radionu

Uncertainty sis

< 0.1% mixture

Uncertainty sis

< 0.1% mixture

Uncertainty sis

< 0.1% mixture


sis parent <radionu

Uncertainty sis

parent <radionu



sis < 0.1% mixture

Uncertainty sis

parent <radionu

0


Uncertainty sis

parent <radionu

Uncertainty sis

parent <radionuMean KNUREG3.9-2, SThibaul

ERTAINTY ANALYSI

Basis

of radionuclide

< 0.1% of clide mixture < 0.1% of clide mixture < 0.1% of clide mixture of radionuclide

of radionuclide

of radionuclide

G/CR-6697 Att. C< 0.1% of clide mixture < 0.1% of clide mixture

Kd Value for sand G/CR-6697, Table Sheppard and t


< 0.1% of clide mixture

Kd Value for sand G/CR-6697, Table Sheppard and t < 0.1% of clide mixture < 0.1% of clide mixture

Kd Value for sand G/CR-6697, Table Sheppard and t C

IS

Distribution's

1 2

NA N A

NA N A

NA N A

NA N A

NA N A

NA N A

NA N A

6.86 1.8 9

NA N A

NA N A

6.72 3.2 2

3.45 2.1 2

NA N A

NA N A

8.68 3.6 2

NA N A

NA N A

4.84 3.1 3

Statistical Paramet

3

A NA

A NA

A NA

A NA

A NA

A NA

A NA

9 NA

A NA

A NA

2 NA

2 NA

A NA

A NA

2 NA

A NA

A NA

3 NA

ersd

4 Mean/ Median

NA NA

NA NA

NA NA

NA NA

NA NA

NA NA

NA NA

NA 953

NA NA

NA NA

NA 825

NA 32

NA NA

NA NA

NA 5884

NA NA

NA NA

NA 126


U-234 (da

U-235 (da239) U-236 (da240) Initial conpresent inCalcula

Time sinc

Time for

Contam

Area of c

Thicknes

Length pa

Does thepenetrateContamintable

Cover aCover de

Density o

Cover ero

Density o(g/cm3) Contaminm/y) Contamin


Parameter (unit)

aughter Pu-238)

aughter Cm-243 and

aughter Cm-244 and

ncentration of radionun groundwater (pCi/l)

ation Times

ce placement of mate

calculations (y)

minated Zone

contaminated zone (m

ss of contaminated zo

arallel to aquifer flow

e initial contamination e the water table? nated fraction below w

and Contaminatedepth (m)

of cover material

osion rate

of contaminated zone

nated zone erosion ra

nated zone total poros

ter Reactor Plan

Typea

P

Pu- P

Pu- P

uclides P

erial (y) P

P

m2) P

one (m) P

(m) P

NA

water P

d Zone HydrologicP

P

P,B

P

ate P,B

sity P

SOIL DCG

Priorityb Treatme

1 D

1 D

1 D

3 D

3 D

3 D

2 D

2 D

2 D

NA NA

3 D

cal Data

2 D

2 D

2 D

1 D

2 S

2 D

GL: RESRAD PARA

entc Value/Distr




0

0

0, 1, 3, 10, 30,1000

7500

1

98

No

0

0

NA

NA

1.76

Continuous Lo

0.31

6-60

METERS FOR UNCE

ribution

Uncertainty sis

parent <radionu

Uncertainty sis

parent <radionu

Uncertainty sis

parent <radionuNo exiscontam

Start of immediatermina

, 100, 300, 0 RESRA

0 Size of Site ExcSurfacethicknesexceed DiametecontamContamsurfaceContamsurface

No cove

No cove

No cove

6 Site spe

ogarithmic NUREGTable 3

Site spe

ERTAINTY ANALYSI

Basis

< 0.1% of clide mixture < 0.1% of clide mixture < 0.1% of clide mixture ting groundwater ination

dose calculation ately after license tion

AD Default

LACBWR “Licensed clusion” (LSE) area e Soil contamination ss not expected to 1 m.

er of 7500 m2 inated zone

minated zone at

minated zone at

er

er

er

ecifice

G/CR-6697 Att. C .8-1

ecifice

IS

Distribution's

1 2

NA N A

NA N A

NA N A

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NA N A

NR N R

NR N R

NR N R

NR N R

NR N R

5E-08 0.00 0

NR N R

Statistical Paramet

3

A NA

A NA

A NA

R NR

R NR

R NR

R NR

R NR

R NR

A NA

R NR

R NR

R NR

R NR

R NR

07 0.005

R NR

ersd

4 Mean/ Median

NA NA

NA NA

NA NA

NR

NR

NR

NR

NR

NR

NA

NR

NR

NR

NR

NR

0.2 0.0015

NR


Contamin

Contaminconductiv

Contamin

Humidity

Evapotra

Average

Precipitat

Irrigation

Irrigation

Runoff co

Watersheor pond (AccuracycomputatSaturateDensity oSaturated

Saturated

Saturated

Saturatedconductiv

Saturated


Parameter (unit)

nated zone field capa

nated zone hydraulic vity (m/y)

nated zone b parame

in air (g/m3)

anspiration coefficient

annual wind speed (m

tion (m/y)

(m/y)

mode

oefficient

ed area for nearby str(m2) y for water/soil tions ed Zone Hydrologof saturated zone (g/cd zone total porosity

d zone effective poros

d zone field capacity

d zone hydraulic vity (m/y)

d zone hydraulic grad

ter Reactor Plan

Typea

acity P

P

ter P

P

P

m/s) P

P

B

B

P

ream P

-

gical Data

cm3) P P

sity P

P

P

dient P

SOIL DCG

Priorityb Treatme

3 D

2 D

2 S

3 D

2 S

2 S

2 D

3 D

3 D

2 S

3 D

3 D

2 D 1 D

1 D

3 D

1 D

2 D

GL: RESRAD PARA

entc Value/Distr

0.2

3482

Lognorm

7.2

Unifor

Bounded Logn

0.78

NA

NA

Unifor

1.00E+

1.00E-

1.760.31

0.28

0.066

3482

0.004

6-61

METERS FOR UNCE

ribution

RESdistribuprovide

2 313 fe

mal-N Site spNURE

NURE

rm NURE

normal - N NURE

8 NURE

L

Ind

Ind

rm NURE

+06 R

-03 R

6

8

6 Calcula

2 Sit

313 fe45

ERTAINTY ANALYSI

Basis

SRAD default. No ution or median value ed in NURE/CR-6697

Att. C Site specifice

eet/day = 34822 m/ypecific soil type sandEG/CR-6697 Att. C

Table 3.5-1 Median

EG/CR-6697 Att. C EG/CR-6697 Att. C Figure 4.3-1

EG/CR-6697 Att. C Figure 4.5-1

EG/CR-6697 Att. C La Crosse, WI

Table 4.1-2 dustrial Scenario

dustrial Scenario EG/CR-6697 Att. C Figure 4.2-1

ESRAD Default

ESRAD Default

Site-specifice Site-specifice

Site-specifice ated values for sand

soil typef

te-specific valuee

eet/day = 34822 m/ySite-specifice

IS

Distribution's

1 2

NR N R

NR N R

-.0253 0.21

1.98 0.33

0.5 0.7 5

1.445 0.24 1

NR N R

NR N R

NR N R

0.1 0.8

NR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N R

NR N R

Statistical Paramet

3

R NR

R NR

6 N A

4 0.001

5 NR

19 1.4

R NR

R NR

R NR

8 NR

R NR

R NR

R NR R NR

R NR

R NR

R NR

R NR

ersd

4 Mean/ Median

NR

NR

NA 0.97

0.999 7.2

NR 0.625

13 4.2

NR

NR

NR

NR 0.45

NR

NR

NR NR

NR

NR

NR

NR


Saturated

Water tab

Well pumwater tab

Model: NBalance


Parameter (unit)

d zone b parameter

ble drop rate (m/y)

mp intake depth (m beble)

ondispersion (ND) or(MB)

ter Reactor Plan

Typea

P

P

elow P

r Mass- P

SOIL DCG

Priorityb Treatme

2 S

3 D

2 S

3 D

GL: RESRAD PARA

entc Value/Distr

Lognorm

0

Triangu

ND

6-62

METERS FOR UNCE

ribution

mal-N Site speNUREGTable 3AssumehydraulMississ

ular

Site-spe Existingsupply wof 116’ ground depth ethe wateassumewell dep Minimumassumeby a nodepth (6the wate Mode ispoint be33.1 m Note thadistributsimilar tdistributand 30 distributApplicagroundw

ERTAINTY ANALYSI

Basis

ecific soil type sand G/CR-6697 Att. C .5-1 ed zero due to ic connectivity with ippi river. ecific distribution

g industrial water wells onsite at depth and 129’ below surface (the 129’ quals 33.1 m below er table). 33.1 m ed to be maximum pth.

m well depth ed to be represented minal 20’ screen 6.08 m) starting at er table.

s assumed to be mid-etween 6.08 m and which is 19.6 m.

at the site-specific tion is reasonably to the NUREG-6697 tion values of 6, 10, for the triangular tion. ble to flowing water

IS

Distribution's

1 2

-.0253 0.21

NR N R

-

6.08 19. 6

NR N R

Statistical Paramet

3

6 N A

R NR

6 33.1

R NR

ersd

4 Mean/ Median

NA 0.97

NR

NR 19.6

NR


Well pum

Unsatur

Number o

Unsat. zo

Unsat. zo

Unsat. zoUnsat. zo

Unsat. zo

Unsat. zo(m/y)

Unsat. zoparamete


Parameter (unit)

mping rate (m3/y)

rated Zone Hydro

of unsaturated zone s

one thickness (m)

one soil density (g/cm

one total porosity one effective porosity

one field capacity

one hydraulic conduct

one soil-specific b er

ter Reactor Plan

Typea

P

logical Data

strata P

P

m3) P

P P

P

tivity P

P

SOIL DCG

Priorityb Treatme

2 S

3 D

1 D

2 D

2 D 2 D

3 D

2 D

2 S

GL: RESRAD PARA

entc Value/Distr

Unifor

1

5.1 m1.76

0.310.28

0.066

3482

Lognorm

O

6-63

METERS FOR UNCE

ribution

rm

NUREGprovidevalue du Industrirate dep NUREGapplies potable four perThis valthe minMaximuassumeworkersto1643.

Site-spe

m Site Spe6 Site-spe

Site-sp e8 Site-sp e6 Calcul a

soil type

2 Site-spe

mal-N Site speNUREGTable 3

Occupancy

ERTAINTY ANALYSI

Basis

G/CR-6697, Att. C s no recommended ue to high variability.

al Scenario pump pends on industry.

G-6697, Table 3.10-1 a sanitary and water usage rate for

rsons of 328.7 m3/yr. lue is assumed to be imum industrial rate.

um industrial rate ed to supply 20 s which equates 5 m3/yr.

ecifice

ecifice

ecifice

ecifice ecifice

ated values for sand ef

ecifice

ecific soil type sand G/CR-6697 Att. C .5-1

IS

Distribution's

1 2

328.7 1643

NR N R

NR N R

NR N R

NR N RNR N R

NR N R

NR N R

-.0253 0.21

Statistical Paramet

3

.5 NR

R NR

R NR

R NR

R NR R NR

R NR

R NR

6 N A

ersd

4 Mean/ Median

NR 986.1

NR

NR

NR

NR NR

NR

NR

NA 0.97


Inhalation

Mass loa

Exposure

Indoor du

Shielding

Fraction o


Parameter (unit)

n rate (m3/y)

ading for inhalation (g/

e duration

ust filtration factor

g factor, external gam

of time spent indoors

ter Reactor Plan

Typea

M,B

/m3) P,B

B

P,B

ma P

B

SOIL DCG

Priorityb Treatme

3 D

2 S

3 D

2 S

2 S

3 D

GL: RESRAD PARA

entc Value/Distr

1917

Continuous

30

Unifor

Bounded Log

0.187

6-64

METERS FOR UNCE

ribution

7

NUREGTable 58400/y wm3/d Industri=23 m3/

s Linear NURE G

RESRAparamedose ca

rm NUREGFigure 7

gnormal-N NUREGTable 7

75

NUREG7.6-1 remedian 8.76 hodays a wper yea2190 ho MajorityexpecteConsistthe “UseRESRAof work 25% ou The corRESRAparame(2190*.7

ERTAINTY ANALYSI

Basis

G/CR-5512, Vol. 3 .1.1 mean value is which equates to 23

al Scenario m3/yr /d ÷ 24h/d * 2000 h/y)

G/CR-6697, Att. C

AD User’s Manual eter value not used in alculation G/CR-6697, Att. C 7.1-1 G/CR-6697, Att. C .10-1

G-6697 Att. C, Table ecommends a

indoor work day as ours/day. Assuming 5week and 50 weeks rs this equates to ours per year.

y of industrial work is ed to be indoors. tent with Table 2-3 ofer’s Manual for

AD Version 6”g 75% time is indoors and

utdoors.

rresponding AD indoor Fraction eter = 75)/(24*365) = .1875

IS

Distribution's

1 2

)

NR N R

See NUREG-

6697 Table 4.6-1

SeeNURE

6697 Ta4.6-

NR N R

0.15 0.9 5

-1.3 0.5 9

5

NR N R

Statistical Paramet

3

R NR

e EG-able 1

See NUREG-

6697 Table 4.6-1

N66

R NR

5 NR

9 0.044

R NR

ersd

4 Mean/ Median

NR

See NUREG-

97 Table4.6-1

2.35E-05

NR

NR 0.55

1 0.2725

NR


Fraction osite)

Shape fa

IngestioFruits, noconsumpLeafy veg

Milk cons

Meat and

Fish cons

Other sea

Soil inges

Drinking


Parameter (unit)

of time spent outdoor

actor flag, external gam

on, Dietary on-leafy vegetables, gption (kg/y) getable consumption

sumption (L/y)

d poultry consumption

sumption (kg/y)

afood consumption (k

stion rate (g/y)

water intake (L/y)

ter Reactor Plan

Typea

rs (on B

mma P

grain M,B

(kg/y) M,B

M,B

n (kg/y) M,B

M,B

kg/y) M,B

M,B

M,B

SOIL DCG

Priorityb Treatme

3 D

3 D

2 D

3 D

2 D

3 D

3 D

3 D

2 D

2 D

GL: RESRAD PARA

entc Value/Distr

0.062

Circul

NA

NA

NA

NA

NA

NA

18.3

327

6-65

METERS FOR UNCE

ribution

25

As explthe Indoparamefraction outdoor25%. (2190*.20.0625

ar Circularassumepurpose

Industri

Industri

Industri

Industri

Industri

Industri

3 NUREGTable 6

NUREGTable 6 Industrisupply aan onsit 478 L/y 5512 coL/d whicconservhour wo 1.31 L/d327 L/y

ERTAINTY ANALYSI

Basis

ained in the basis for oor Fraction eter, the indoor time

was set at 75% and r time fraction at

25)/(24*365) =

r contaminated zone ed for modeling es

al Scenario

al Scenario al Scenario

al Scenario

al Scenario

al Scenario G/CR-5512, Vol. 3 .87

G/CR-5512, Vol. 3 .87

al Scenario water assumed to be from te well.

from NUREG/CR-orresponds to 1.31 ch is considered a vative value for 8 ork day.

d * 250 work days =

IS

Distribution's

1 2

r

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

Statistical Paramet

3

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

ersd

4 Mean/ Median

NR

NR

NR

NR

NR

NR

NR

NR

NR

NR


Contaminwater Contaminwater (if uContaminwater Contaminwater Contaminfood Contamin

ContaminContamin

IngestioLivestock(kg/day) Livestock(kg/day) Livestock(L/day) Livestock(L/day) LivestockMass loa(g/m3)

Depth of

Depth of Drinking water Househoground wLivestockwater

Irrigation

Wet weig(kg/m2)


Parameter (unit)

nation fraction of drink

nation fraction of housused) nation fraction of lives

nation fraction of irriga

nation fraction of aqua

nation fraction of plan

nation fraction of meanation fraction of milk

on, Non-Dietary k fodder intake for me

k fodder intake for mil

k water intake for mea

k water intake for milk

k soil intake (kg/day) ading for foliar deposit

soil mixing layer (m)

roots (m) water fraction from gr

old water fraction fromwater (if used) k water fraction from g

fraction from ground

ght crop yield for Non-

ter Reactor Plan

Typea

king B,P

sehold B,P

stock B,P

ation B,P

atic B,P

nt food B,P

at B,P B,P

eat M

k M

at M

k M

M tion P

P

P round B,P

m B,P

ground B,P

water B,P

-Leafy P

SOIL DCG

Priorityb Treatme

3 D

3

3 D

3 D

2 D

3 D

3 D 3 D

3 D

3 D

3 D

3 D

3 D

3 D

2 S

1 D

3 D

3

3 D

3 D

2 D

GL: RESRAD PARA

entc Value/Distr

1

1

NA

NA

NA

NA

NANA

NA

NA

NA

NA

NA

NA

Triangu

NA

1

1

NA

NA

NA

6-66

METERS FOR UNCE

ribution

All watecontam

All wate

Industri

Industri

Industri

Industri

IndustriIndustri

Industri

Industri

Industri

Industri

Industri

Industri

ular NUREGFigure 3Industri

Industri

Industri

Industri

Industri

Industri

ERTAINTY ANALYSI

Basis

er assumed inated

er from well

al Scenario

al Scenario

al Scenario al Scenario al Scenario al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

G/CR-6697, Att. C 3.12-1 al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

IS

Distribution's

1 2

NR N R

NR N R

NR N R

NR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

0 0.1 5

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

Statistical Paramet

3

R NR

R NR

R NR

R NR

R NR

R NR R NR

R NR

R NR

R NR

R NR

R NR

R NR

5 0.6

R NR

R NR

R NR

R NR

R NR

R NR

ersd

4 Mean/ Median

NR

NR

NR

NR

NR

NR NR

NR

NR

NR

NR

NR

NR

NR 0.15

NR

NR

NR

NR

NR

NR


Wet weig(kg/m2) Wet weig(kg/m2) Growing Growing

Growing

TranslocaTransloca

TranslocaWeatheriVegetatioWet FoliaNon-LeafWet FoliaLeafy Wet FoliaFodder Dry FoliaNon-LeafDry FoliaLeafy Dry FoliaFodder StorageFruits, nograin Leafy vegMilk

Meat and

Fish Crustace

Well wate

Surface wLivestock


Parameter (unit)

ght crop yield for Leaf

ght crop yield for Fodd

Season for Non-LeafSeason for Leafy (

Season for Fodder

ation Factor for Non-Lation Factor for Leafy

ation Factor for Foddeing Removal Constanon (1/y) ar Interception Fractiofy ar Interception Fractio

ar Interception Fractio

ar Interception Fractiofy



e times of contamon-leafy vegetables, a

getables

d poultry

ea and mollusks

er

water k fodder

ter Reactor Plan

Typea

fy P

der P

fy (y) P (y) P

(y) P

Leafy P y P

er P nt for P

on for P

on for P

on for P

n for P

n for P

n for P

inated foodstuffs and B

B B

B

B B

B

B B

SOIL DCG

Priorityb Treatme

3 D

3 D

3 D 3 D

3 D

3 D 3 D

3 D

2 D

3 D

2 D

3 D

3 D

3 D

3 D

(days):

3 D

3 D 3 D

3 D

3 D 3 D

3 D

3 D 3 D

GL: RESRAD PARA

entc Value/Distr

NA

NA

NANA

NA

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NANA

NA

NANA

6-67

METERS FOR UNCE

ribution

Industri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

Industri

Industri

Industri

Industri

Industri

Industri

Industri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

ERTAINTY ANALYSI

Basis

al Scenario

al Scenario


al Scenario


al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

al Scenario


al Scenario


al Scenario


IS

Distribution's

1 2

NR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

Statistical Paramet

3

R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

ersd

4 Mean/ Median

NR

NR

NR NR

NR

NR NR

NR

NR

NR

NR

NR

NR

NR

NR

NR

NR NR

NR

NR NR

NR

NR NR


SpecialC-12 conC-12 consoil (g/g) Fraction osoil Fraction oair C-14 eva(m) C-14 eva(1/sec) C-12 eva(1/sec) Fraction o

Fraction o

Dose CoAc-227 Am-241 Am-243 C-14 Cm-243 Cm-244 Cm-245 Cm-246 Co-60 Cs-134 Cs-137 Eu-152 Eu-154 Gd-152 H-3


Parameter (unit)

Radionuclides (Cncentration in water (gncentration in contami

of vegetation carbon


asion layer thickness i

asion flux rate from so


of grain in beef cattle

of grain in milk cow fe

onversion Factors

ter Reactor Plan

Typea

C-14) g/cm3) P inated P

from P

from P

in soil P

oil P

oil P

feed B

eed B

s (Inhalation mrem/pM M M M M M M M M M M M M M M

SOIL DCG

Priorityb Treatme

3 D

3 D

3 D

3 D

2 D

3 D

3 D

3 D

3 D

pCi) 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D

GL: RESRAD PARA

entc Value/Distr

NA

NA

NA

NA

NA

NA

NA

NA

NA

6.70E+4.44E-4.40E-2.09E-3.07E-2.48E-4.55E-4.51E-2.19E-4.62E-3.19E-2.21E-2.86E-2.43E-6.40E-

6-68

METERS FOR UNCE

ribution

Industri

Industri

Industri

Industri

Industri

Industri

Industri

Industri

Industri

+00 FGR 11-01 FGR 11-01 FGR 11-06 FGR 11-01 FGR 11-01 FGR 11-01 FGR 11-01 FGR 11-04 FGR 11-05 FGR 11-05 FGR11-04 FGR 11-04 FGR 11-01 FGR 11-08 FGR 11

ERTAINTY ANALYSI

Basis

al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

al Scenario

IS

Distribution's

1 2

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N R

Statistical Paramet

3

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR

ersd

4 Mean/ Median

NR

NR

NR

NR

NR

NR

NR

NR

NR

NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR


I-129 Nb-94 Nd-144e Ni-59 Ni-63 Np-237 Pa-231 Pb-210 Po-210 Pu-238 Pu-239 Pu-240 Pu-241 Pu-242 Ra-226 Ra-228 Sm-148e Sr-90 Tc-99 Th-228 Th-229 Th-230 Th232 U-233 U-234 U-235 U-236 U-238 Dose CoAc-227


Parameter (unit)

onversion Factors

ter Reactor Plan

Typea

M M M M M M M M M M M M M M M M M M M M M M M M M M M M

s (Ingestion mrem/p

M

SOIL DCG

Priorityb Treatme

3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D

pCi)

3 D

GL: RESRAD PARA

entc Value/Distr

1.74E-4.14E-7.04E-2.70E-6.29E-5.40E-1.28E+1.36E-9.40E-3.92E-4.29E-4.29E-8.25E-4.11E-8.58E-4.77E-7.34E-1.30E-8.32E-3.42E-2.15E+3.26E-1.64e+1.35E-1.32E-1.23E-1.25E-1.18E-

1.41E-

6-69

METERS FOR UNCE

ribution

-04 FGR 11-04 FGR 11-02 ICRP6 0-06 FGR 11-06 FGR 11-01 FGR 11+00 FGR 11-02 FGR 11-03 FGR 11-01 FGR 11-01 FGR 11-01 FGR 11-03 FGR 11-01 FGR 11-03 FGR 11-03 FGR 11-02 ICRP6 0-03 FGR 11-06 FGR 11-01 FGR 11+00 FGR 11-01 FGR 11+00 FGR 11-01 FGR 11-01 FGR 11-01 FGR 11-01 FGR 11-01 FGR 11

-02 FGR 11

ERTAINTY ANALYSI

Basis

0

0

IS

Distribution's

1 2

NR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N R

NR N R

Statistical Paramet

3

R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR

R NR

ersd

4 Mean/ Median

NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR

NR


Am-241 Am-243 C-14 Cm-243 Cm-244 Cm-245 Cm-246 Co-60 Cs-134 Cs-137 Eu-152 Eu-154 Gd-152 H-3 I-129 Nb-94 Nd-144e Ni-59 Ni-63 Np-237 Pa-231 Pb-210 Po-210 Pu-238 Pu-239 Pu-240 Pu-241 Pu-242 Ra-226 Ra-228


Parameter (unit)

ter Reactor Plan

Typea

M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M

SOIL DCG

Priorityb Treatme

3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D

GL: RESRAD PARA

entc Value/Distr

3.64E-3.62E-2.09E-2.51E-2.02E-3.74E-3.70E-2.69E-7.33E-5.00E-6.48E-9.55E-1.61E-6.40E-2.76E-7.14E-1.51E-2.10E-5.77E-4.44E-1.06E-5.37E-1.90E-3.20E-3.54E-3.54E-6.84E-3.36E-1.32E-1.44E-

6-70

METERS FOR UNCE

ribution

-03 FGR 11-03 FGR 11-06 FGR 11-03 FGR 11-03 FGR 11-03 FGR 11-03 FGR 11-05 FGR 11-05 FGR 11-05 FGR 11-06 FGR 11-06 FGR 11-04 FGR 11-08 FGR 11-04 FGR 11-06 FGR 11-04 ICRP6 0-07 FGR 11-07 FGR 11-03 FGR 11-02 FGR 11-03 FGR 11-03 FGR 11-03 FGR 11-03 FGR 11-03 FGR 11-05 FGR 11-03 FGR 11-03 FGR 11-03 FGR 11

ERTAINTY ANALYSI

Basis

0

IS

Distribution's

1 2

NR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N R

Statistical Paramet

3

R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR

ersd

4 Mean/ Median

NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR


Sm-148e Sr-90 Tc-99 Th-228 Th-229 Th-230 Th-232 U-233 U-234 U-235 U-236 U-238

Plant TrAc-227 Am-241 Am-243 C-14 Cm-243 Cm-244 Co-60 Cs-134 Cs-137 Eu-152 Eu-154 Fe-55 Gd-152 H-3 Nb-94 Nd-144 Ni-59


Parameter (unit)

ransfer Factors (p

ter Reactor Plan

Typea

M M M M M M M M M M M M

Ci/g plant)/(pCi/g soP P P P P P P P P P P P P P P P P

SOIL DCG

Priorityb Treatme

3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D

oil) 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D

GL: RESRAD PARA

entc Value/Distr

1.58E-1.42E-1.46E-3.96E-3.53E-5.48E-2.73E-2.89E-2.83E-2.66E-2.69E-2.55E-

NANANANANANANANANANANANANANANANANA

6-71

METERS FOR UNCE

ribution

-04 ICRP6 0-04 FGR 11-06 FGR 11-04 FGR 11-03 FGR 11-04 FGR 11-03 FGR 11-04 FGR 11-04 FGR 11-04 FGR 11-04 FGR 11-04 FGR 11

IndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustri

ERTAINTY ANALYSI

Basis

0

al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario

IS

Distribution's

1 2

NR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N R

NR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N R

Statistical Paramet

3

R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR

R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR

ersd

4 Mean/ Median

NR NR NR NR NR NR NR NR NR NR NR NR

NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR


Ni-63 Np-237 Pa-231 Pb-210 Pm-147 Po-210 Pu-238 Pu-239 Pu-240 Pu-241 Ra-226 Ra-228 Sb-125 Sm-148 Sr-90 Tc-99 Th-228 Th-229 Th-230 Th-232 U-233 U-234 U-235 U-236 Meat TrAc-227 Ag-108mAm-241 Am-243 C-14


Parameter (unit)

ransfer Factors (pC

m

ter Reactor Plan

Typea

P P P P P P P P P P P P P P P P P P P P P P P P

Ci/kg)/(pCi/d) P P P P P

SOIL DCG

Priorityb Treatme

1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D 1 D

2 D 2 D 2 D 2 D 2 D

GL: RESRAD PARA

entc Value/Distr

NANANANANANANANANANANANANANANANANANANANANANANANA

NANANANANA

6-72

METERS FOR UNCE

ribution

IndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustri

IndustriIndustriIndustriIndustriIndustri

ERTAINTY ANALYSI

Basis

al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario

al Scenario al Scenario al Scenario al Scenario al Scenario

IS

Distribution's

1 2

NR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N R

NR N RNR N RNR N RNR N RNR N R

Statistical Paramet

3

R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR

R NR R NR R NR R NR R NR

ersd

4 Mean/ Median

NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR

NR NR NR NR NR


Cm-243 Cm-244 Co-60 Cs-134 Cs-137 Eu-152 Eu-154 Fe-55 Gd-152 H-3 Nb-94 Nd-144 Ni-59 Ni-63 Np-237 Pa-231 Pb-210 Po-210 Pu-238 Pu-239 Pu-240 Pu-241 Ra-226 Ra-228 Sb-125 Sm-148 Sr-90 Tc-99 Th-228 Th-229


Parameter (unit)

ter Reactor Plan

Typea

P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P

SOIL DCG

Priorityb Treatme

2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 1 D 2 D 2 D 2 D 2 D

GL: RESRAD PARA

entc Value/Distr

NANANANANANANANANANANANANANANANANANANANANANANANANANANANANANA

6-73

METERS FOR UNCE

ribution

IndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustri

ERTAINTY ANALYSI

Basis

al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario

IS

Distribution's

1 2

NR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N R

Statistical Paramet

3

R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR

ersd

4 Mean/ Median

NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR


Th-230 Th-232 U-233 U-234 U-235 U-236 Milk TraAc-227 Am-241 Am-243 C-14 Cm-243 Cm-244 Co-60 Cs-134 Cs-137 Eu-152 Eu-154 Fe-55 Gd-152 H-3 Nb-94 Nd-144 Ni-59 Ni-63 Np-237 Pa-231 Pb-210 Po-210 Pu-238


Parameter (unit)

ansfer Factors (pC

ter Reactor Plan

Typea

P P P P P P

Ci/L)/(pCi/d) P P P P P P P P P P P P P P P P P P P P P P P

SOIL DCG

Priorityb Treatme

2 D 2 D 2 D 2 D 2 D 2 D

2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D

GL: RESRAD PARA

entc Value/Distr

NANANANANANA

NANANANANANANANANANANANANANANANANANANANANANANA

6-74

METERS FOR UNCE

ribution

IndustriIndustriIndustriIndustriIndustriIndustri

IndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustri

ERTAINTY ANALYSI

Basis

al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario

al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario

IS

Distribution's

1 2

NR N RNR N RNR N RNR N RNR N RNR N R

NR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N R

Statistical Paramet

3

R NR R NR R NR R NR R NR R NR

R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR

ersd

4 Mean/ Median

NR NR NR NR NR NR

NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR


Pu-239 Pu-240 Pu-241 Ra-226 Ra-228 Sm-148 Sr-90 Tc-99 Th-228 Th-229 Th-230 Th-232 U-233 U-234 U-235 U-236

BioaccuAc-227 Am-241 Am-243 C-14 Cm-243 Cm-244 Cm-245 Cm-246 Co-60 Cs-137 Eu-152 Eu-154 Gd-152


Parameter (unit)

umulation Factors

ter Reactor Plan

Typea

P P P P P P P P P P P P P P P P

s for Fish ((pCi/kg)/P P P P P P P P P P P P P

SOIL DCG

Priorityb Treatme

2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D

/(pCi/L)) 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D 2 D

GL: RESRAD PARA

entc Value/Distr

NANANANANANANANANANANANANANANANA

NANANANANANANANANANANANANA

6-75

METERS FOR UNCE

ribution

IndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustri

IndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustri

ERTAINTY ANALYSI

Basis

al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario

al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario

IS

Distribution's

1 2

NR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N R

NR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N R

Statistical Paramet

3

R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR

R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR

ersd

4 Mean/ Median

NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR

NR NR NR NR NR NR NR NR NR NR NR NR NR


H-3

I-129

Nb-94 Ni-59

Ni-63

Np-237 Pa-231

Po-210

Pb-210 Pu-238

Pu-239

Pu-240 Pu-241

Pu-242

Ra-226 Ra-228

Sr-90

Th-228 Th-229

Th-230

Th-232 U-233

U-234

U-235 U-236

U-238

BioaccuAc-227

Am-241


Parameter (unit)

umulation Factors

ter Reactor Plan

Typea

P

P

P P

P

P P

P

P P

P

P P

P

P P

P

P P

P

P P

P

P P

P

s for Crustacea/ MP

P

SOIL DCG

Priorityb Treatme

2 D

2 D

2 D 2 D

2 D

2 D 2 D

2 D

2 D 2 D

2 D

2 D 2 D

2 D

2 D 2 D

2 D

2 D 2 D

2 D

2 D 2 D

2 D

2 D 2 D

2 D

Mollusks ((pCi/kg)/(p3 D

3 D

GL: RESRAD PARA

entc Value/Distr

NA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

pCi/L)) NA

NA

6-76

METERS FOR UNCE

ribution

Industri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

Industri

Industri

ERTAINTY ANALYSI

Basis

al Scenario

al Scenario


al Scenario


al Scenario


al Scenario


al Scenario


al Scenario


al Scenario


al Scenario


al Scenario


IS

Distribution's

1 2

NR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N R

Statistical Paramet

3

R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR

R NR

ersd

4 Mean/ Median

NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR

NR


Am-243

C-14

Cm-243 Cm-244

Cm-245

Cm-246 Co-60

Cs-137

Eu-152 Eu-154

Gd-152

H-3 I-129

Nb-94

Ni-59 Ni-63

Np-237

Pa-231 Pb-210

Po-210

Pu-238 Pu-239

Pu-240

Pu-241 Pu-242

Ra-226

Ra-228 Sr-90

Th-228


Parameter (unit)

ter Reactor Plan

Typea

P

P

P P

P

P P

P

P P

P

P P

P

P P

P

P P

P

P P

P

P P

P

P P

P

SOIL DCG

Priorityb Treatme

3 D

3 D

3 D 3 D

3 D

3 D 3 D

3 D

3 D 3 D

3 D

3 D 3 D

3 D

3 D 3 D

3 D

3 D 3 D

S D

3 D 3 D

3 D

3 D 3 D

3 D

3 D 3 D

3 D

GL: RESRAD PARA

entc Value/Distr

NA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

6-77

METERS FOR UNCE

ribution

Industri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

IndustriIndustri

Industri

ERTAINTY ANALYSI

Basis

al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario

IS

Distribution's

1 2

NR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

Statistical Paramet

3

R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

ersd

4 Mean/ Median

NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR


Th-229 Th-230 Th-232 U-233 U-234 U-235 U-236 U-238

GraphicNumber oSpacing Time inteMaximumNotes: a P = physb 1 = high-c D = deterd DistributLognormaBounded loTruncated Bounded nBeta: 1 = mTriangularUniform: 1e Referencf ZionSolug Argonne


Parameter (unit)

cs Parameters of points

egration parametersm number of points fo

ical, B = behavioral, M-priority parameter, 2 =rministic, S = stochastictions Statistical Paramel-n: 1= mean, 2 = standognormal-n: 1= mean, 2lognormal-n: 1= mean,

normal: 1 = mean, 2 = stminimum, 2 = maximumr: 1 = minimum, 2 = mo1 = minimum, 2 = maxice: Haley and Aldrich, Iutions Technical Suppore National Laboratory, “

ter Reactor Plan

Typea

P P P P P P P P

s r dose

M = metabolic; (see NUR= medium-priority paramc ters:

dard deviation 2 = standard deviation, , 2 = standard deviationtandard deviation, 3 = mm, 3 = P-value, 4 = Q-vode, 3 = maximum imum e Sm-148 an ND-Inc., "Hydrogeological Irt Document 14-003, C

“User’s Manual for RES

SOIL DCG

Priorityb Treatme

3 D 3 D 3 D 3 D 3 D 3 D 3 D 3 D

REG/CR-6697, Attachmmeter, 3 = low-priority p

3 = minimum, 4 = max, 3 = lower quantile, 4 =minimum, 4 = maximumalue

-144 not listed in RESRAInvestigation Report Lonestoga Rovers & AssSRAD Version 6”, ANL

GL: RESRAD PARA

entc Value/Distr

NANANANANANANANA

32log

17

ment B, Table 4.) parameter (see NUREG

imum = upper quantile m

AD FGR 11 DCF file La Crosse Boiling Watersociates (CRA) Report, L/EAD 4, July 2001

6-78

METERS FOR UNCE

ribution

IndustriIndustriIndustriIndustriIndustriIndustriIndustriIndustri

RESRARESRA RESRA

G/CR-6697, Attachment

r Reactor, Dairyland Po“Zion Hydrogeologic In

ERTAINTY ANALYSI

Basis

al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario al Scenario

AD Default AD Default

AD Default

B, Table 4.1)

ower Cooperative, Genonvestigation Report”

IS

Distribution's

1 2

NR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N R

NR N RNR N R

NR N R

oa, WI” January 2015

Statistical Paramet

3

R NR R NR R NR R NR R NR R NR R NR R NR

R NR R NR

R NR

ersd

4 Mean/ Median

NR NR NR NR NR NR NR NR

NR NR

NR



n 0

RESRAD

Water ReactorPlan

D Input Par

r

ATTA

rameters for

6-79

CHMENT

r LACBWR

6-2

R BFM Unceertainty Annalysis

La CroLR

Basic raInitial pri

Distribu

Ac-227 (Pu-239)

Am-241 and Pu-2

Am-243

C-14

Cm-243

Cm-244

Co-60 Cs-137 Eu-152 Eu-154

Eu-155

Fe-55

Gd-152

H-3

Nb-94

Nd-144 (

Ni-59 Ni-63

osse Boiling WaLicense TerminRevision 0

Parameter (unit)

diation dose limit (mreincipal radionuclide (p

ution coefficients

(daughter of Cm-243

(also daughter of Cm241)

(daughter for Eu-152

(daughter for Eu-152)

ater Reactor ation Plan

Typea

em/y) pCi/g) P

(contaminated, unsa

and P

m-245 P

P

P

P

P

P

P P

P

P

P

) P

P

P

) P

P P

BFM INSIT

Priorityb Treatme

3 D2 D

aturated, and saturate

1 D

1 S

1 S

1 S

1 S

1 S

1 S

1 S1 S

1 S

1 S

1 S

1 D

1 S

1 S

1 D

1 S1 S

TUgw: RESRAD PAR

entc Value/Dist

Soil 251

ed zones) (cm3/g)

450

Not IncluUncertainty


Lognorm


Not Included inAnaly

Lognorm

LognormLognorm

LognormNot Inclu

UncertaintyLognorm

825

LognormNot Inclu

Uncertainty

158

LognormLognorm

6-80

RAMETERS FOR UNC

tribution

Concentrations 10 CFR

Unit Va

0

Mean KNUREG3.9-2, SThibau

uded in y Analysis

< 0.1%mixture

uded in y Analysis

< 0.1%mixture

mal-N NUREG

uded in y Analysis

< 0.1%mixture

n Uncertainty ysis

< 0.1%mixture

mal-N NUREG


mal-N NUREGuded in y Analysis

< 0.1%mixture

mal-N NUREG

5

MedianNUREG(No sanTable 3


< 0.1%mixture

8 RESRANd not NUREG


CERTAINTY ANALY

Basis

R 20.1402 alue

Kd Value for sand G/CR-6697, Table Sheppard and lt

% of radionuclide e

% of radionuclide e

G/CR-6697 Att. C % of radionuclide e

% of radionuclide e G/CR-6697 Att. C

G/CR-6697 Att. CG/CR-6697 Att. C

G/CR-6697 Att. C% of radionuclide e G/CR-6697 Att. Cn Value G/CR-6697, Att. C nd value listed in 3.9-2) G/CR-6697 Att. C

% of radionuclide e ADv.7.0 Default listed in

G/CR-6697 G/CR-6697 Att. CG/CR-6697 Att. C

YSIS

Distribution's1 2

NR N RNR N R

6.72 3.2

NA N A

NA N A

2.4 3.2

NA N A

NA N A

5.46 2. 5

6.1 2.36.72 3.2

6.72 3.2

NA N A

5.34 2.6

6.72 3.2

-2.81 0. 5

NA N A

NA N A

6.05 1.46.05 1.4

s Statistical Paramet3

R NR R NR

22 NA

A NA

A NA

22 NA

A NA

A NA

53 NA

33 NA 22 NA

22 NA

A NA

67 NA

22 NA

5 NA

A NA

A NA

46 NA 46 NA

tersd 4 Mean/

Median

NR NR

NA 825

NA NA

NA NA

NA 11

NA NA

NA NA

NA 235

NA 446 NA 825

NA 825

NA NA

NA 209

NA 825

NA 0.06

NA NA

NA NA

NA 424 NA 424

La CroLR

Np-237 Cm-245,Pa-231 (Pu-239)

Pb-210 (

Po-210 (

Pu-238

Pu-239 (

Pu-240 (

Pu-241

Ra-226 (

Ra-228 (240)

Sm-148

Sr-90

Tc-99

Th-228 (240)

Th-229 (Np-237,

Th-230 (238) Th-232 (240)

U-233 (dNp-237,


Parameter (unit)

(also daughter for Am, and Pu-241) (daughter for Cm-243

(daughter for Pu-238)

(daughter Pu-238)

(also daughter for Cm

(also daughter for Cm

(daughter Pu-238)

(daughter Cm-244 an

(daughter Eu-152)

(daughter Cm-244 an

(daughter Am-241, Cmand Pu-241)

(daughter Cm-246 an

(daughter Cm-244 an

daughter Am-241, Cmand Pu-241)


Typea

m-241, P

3 and P

) P

P

P

m-243) P

m-244) P

P

P

nd Pu- P

P

P

P

d Pu- P

m-245, P

d Pu- P

d Pu- P

m-245, P

BFM INSIT

Priorityb Treatme

1 S

1 D

1 D

1 D

1 S

1 S

1 S

1 S

1 D

1 D

1 D

1 S

1 S

1 D

1 D

1 D

1 D

1 D

TUgw: RESRAD PAR

entc Value/Dist








LognormNot Inclu

UncertaintyNot Inclu

Uncertainty

245

LognormNot Inclu

UncertaintyNot Inclu

Uncertainty

320



35

6-81

RAMETERS FOR UNC

tribution

uded in y Analysis

< 0.1%mixture

uded in y Analysis

parent radionu

uded in y Analysis

parent radionu

uded in y Analysis

parent radionu

uded in y Analysis

< 0.1%mixture

uded in y Analysis

< 0.1%mixture

uded in y Analysis

< 0.1%mixture


parent radionu

uded in y Analysis

parent radionu

5



< 0.1%mixture

uded in y Analysis

parent radionu

0


uded in y Analysis

parent radionu

uded in y Analysis

parent radionu


CERTAINTY ANALY

Basis

% of radionuclide e < 0.1% of

uclide mixture < 0.1% of


uclide mixture % of radionuclide e

% of radionuclide e

% of radionuclide e G/CR-6697 Att. C< 0.1% of


uclide mixture Kd Value for sand G/CR-6697, Table Sheppard and lt G/CR-6697 Att. C

% of radionuclide e < 0.1% of

uclide mixture Kd Value for sand G/CR-6697, Table Sheppard and lt < 0.1% of


uclide mixture Kd Value for sand G/CR-6697, Table Sheppard and lt C

YSIS

Distribution's1 2

NA N A

NA N A

NA N A

NA N A

NA N A

NA N A

NA N A

6.86 1. 8

NA N A

NA N A

6.72 3.2

3.45 2.1

NA N A

NA N A

8.68 3.6

NA N A

NA N A

4.84 3.1


A NA

A NA

A NA

A NA

A NA

A NA

A NA

89 NA

A NA

A NA

22 NA

2 NA

A NA

A NA

62 NA

A NA

A NA

3 NA

tersd 4 Mean/

Median

NA NA

NA NA

NA NA

NA NA

NA NA

NA NA

NA NA

NA 953

NA NA

NA NA

NA 825

NA 32

NA NA

NA NA

NA 5884

NA NA

NA NA

NA 126

La CroLR

U-234 (d

U-235 (d239) U-236 (d240) Initial copresent Calcula

Time sin

Time for

Contam

Area of c

Thicknes

Length p

Contamitable


Parameter (unit)

daughter Pu-238)

daughter Cm-243 and

daughter Cm-244 and

oncentration of radionuin groundwater (pCi/lation Times

nce placement of mate

r calculations (y)

minated Zone

contaminated zone (m

ss of contaminated zo

parallel to aquifer flow

inated fraction below


Typea

P

d Pu- P

d Pu- P

uclides ) P

erial (y) P

P

m2) P

one (m) P

w (m) P

water

P

BFM INSIT

Priorityb Treatme

1 D

1 D

1 D

3 D

3 D

3 D

2 D

2 D

2 D

3 D

TUgw: RESRAD PAR

entc Value/Dist




0

0

0, 1, 3, 10, 30100

Varia

Varia

Varia

Varia

6-82

RAMETERS FOR UNC

tribution

uded in y Analysis

parent radionu

uded in y Analysis

parent radionu

uded in y Analysis

parent radionuNo exiscontam

Start ofimmedtermina

0, 100, 300, 0 RESRA

ble

SourcegeomestructuBFM InAnalystext)

ble


ble


ble


CERTAINTY ANALY

Basis

< 0.1% of uclide mixture < 0.1% of


uclide mixture sting groundwater

mination

f dose calculation iately after license ation

AD Default

e term and physical tries vary for the five res evaluated for

nsitugw Uncertainty es (see Table 6-8 in







YSIS

Distribution's1 2

NA N A

NA N A

NA N A

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R


A NA

A NA

A NA

R NR

R NR

R NR

R NR

R NR

R NR

R NR

tersd 4 Mean/

Median

NA NA

NA NA

NA NA

NR

NR

NR

NR

NR

NR

NR

La CroLR

Cover a

Cover de

Density o

Cover er

Density o(g/cm3)

Contamim/y)

Contami

Contami

Contamiconducti

Contami

Humidity

Evap

Averag


Parameter (unit)

and Contaminated

epth (m)

of cover material

rosion rate

of contaminated zone

inated zone erosion ra

inated zone total poro

inated zone field capa

inated zone hydraulicivity (m/y)

inated zone b parame

y in air (g/m3)

potranspiration coeffic

ge annual wind speed


Typea

d Zone Hydrologic

P

P

P,B

e P

ate P,B

osity P

acity P

c P

eter P

P

cient P

d (m/s) P

BFM INSIT

Priorityb Treatme

cal Data

2 D

2 D

2 S

1 D

2 S

2 D

3 D

2 D

2 S

3 D

2 S

2 S

TUgw: RESRAD PAR

entc Value/Dist

Varia

1.76

Continuous L

1.76

Continuous L

0.3

0.2

3482

Lognorm

7.2

0

Bounded Log

6-83

RAMETERS FOR UNC

tribution

ble


6 Site-s p

Logarithmic NUREGTable 3

6 Site-s p

Logarithmic NUREGTable 3

1 Site-s p

2

RESRAdistribuprovideAtt. C

22 Site-sp 313 fee

mal-N Site spNUREGTable 3

2 MedianNUREGSite-sthe Prto eq

rate

gnormal - N NUR

CERTAINTY ANALY

Basis



pecifice

G/CR-6697 Att. C 3.8-1

pecifice

G/CR-6697 Att. C 3.8-1

pecifice AD default. No ution or median value ed in NURE/CR-6697

pecifice

et/day = 34822 m/y pecific soil type sand G/CR-6697 Att. C 3.5-1 n G/CR-6697 Att. C specific value to force recipitation parameterqual to the infiltration e (see text section

6.11.1.2) REG/CR-6697 Att. C

Figure 4.5-1

YSIS

Distribution's1 2

NR N R

NR N R

5E-08 0.00

NR N R

5E-08 0.00

NR N R

e 7 NR N R

NR N R

-.0253 0.2 1

1.98 0.3 3

r

NR N R

1.445 0.24


R NR

R NR

07 0.005

R NR

07 0.005

R NR

R NR

R NR

16 N A

34 0.001

R NR

19 1.4

tersd 4 Mean/

Median

NR

NR

0.2 0.0015

NR

0.2 0.0015

NR 0.43

NR

NR

NA 0.97

0.999 7.2

NR NR

13 4.2

La CroLR

Precipita

Irrigation

Irrigation

Runoff c

Watershor pond Accuracycomputa


Parameter (unit)

ation (m/y)

n (m/y)

n mode

coefficient

hed area for nearby st(m2) y for water/soil

ations


Typea

P

B

B

P

tream P

-

BFM INSIT

Priorityb Treatme

2 S

3 D

3 D

2 D

3 D

3 D

TUgw: RESRAD PAR

entc Value/Dist

Unifo

NA

NA

0

1.00E

1.00E

6-84

RAMETERS FOR UNC

tribution

orm

For theEvapotcoefficicoefficito forceparameinfiltrati This waincorposeasonelevatiowith thestage. Minimutraditiobased EvapotcoefficicoefficiprecipitparameparameDCGL. The mais the sgroundsite as

A Indust r

A Indust rSite-spthe Preto equarate. Se

+06 RESR A

E-03 RESR A

CERTAINTY ANALY

Basis

e BFM analysis the transpiration ient and Runoff ient were set to zero e the Precipitation eter to equal the ion rate.

as necessary to orate the effect of nal ground water on rise associated e Mississippi river

um value of 0.25 is nal infiltration rate on transpiration ient, Runoff ient and site tation rate eters listed in the eter set for Soil

aximum value of 3.05seasonal high dwater elevation at the

driven by river stage.

rial Scenario

rial Scenario pecific value to force ecipitation parameter al to the infiltration ee section 6.11.1.2.

AD Default

AD Default

YSIS

Distribution's1 2

5

e.

0.25 3.0

NR N R

NR N R

NR N R

NR N R

NR N R


05 NR

R NR

R NR

R NR

R NR

R NR

tersd 4 Mean/

Median

NR

NR

NR

NR NR

NR

NR

La CroLR

SaturatDensity oSaturate

Saturate

Saturate

Saturateconducti

Saturate

Saturate

Water ta


Parameter (unit)

ted Zone Hydrologof saturated zone (g/c

ed zone total porosity

ed zone effective poro

ed zone field capacity

ed zone hydraulic ivity (m/y)

ed zone hydraulic grad

ed zone b parameter

able drop rate (m/y)


Typea

gical Data

cm3) P P

osity P

P

P

dient P

P

P

BFM INSIT

Priorityb Treatme

2 D1 D

1 D

3 D

1 D

2 D

2 S

3 D

TUgw: RESRAD PAR

entc Value/Dist

1.760.3

0.28

0.06

3482

0.004

Lognorm

0

6-85

RAMETERS FOR UNC

tribution

6 Site-s p1 Site-s p

8 Site-s p

66 Calculasoil typ

22 Site-sp 313 fee

45 S ite-sp

mal-N Site spNUREGTable 3AssumhydrauMississ

CERTAINTY ANALY

Basis

pecifice pecifice

pecifice ated values for sand pef pecifice

et/day = 34822 m/y pecific valuee pecific soil type sand G/CR-6697 Att. C 3.5-1 ed zero due to lic connectivity with sippi river.

YSIS

Distribution's1 2

NR N RNR N R

NR N R

NR N R

NR N R

NR N R

-.0253 0.2 1

NR N R


R NR R NR

R NR

R NR

R NR

R NR

16 N A

R NR

tersd 4 Mean/

Median

NR NR

NR

NR

NR

NR

NA 0.97

NR

La CroLR

Well pumwater tab

Model: NBalance


Parameter (unit)

mp intake depth (m beble)

Nondispersion (ND) o(MB)


Typea

elow P

r Mass- P

BFM INSIT

Priorityb Treatme

2 S

3 D

TUgw: RESRAD PAR

entc Value/Dist

Triang

ND

6-86

RAMETERS FOR UNC

tribution

ular

Site-sp Existingsupply of 116’ grounddepth ethe watassumewell de Minimuassumeby nom(6.08 mtable. Mode i6.08m 19.6 m Note thdistribusimilar distribuand 30distribu

D Applic aground

CERTAINTY ANALY

Basis

pecific distribution

g industrial water wells onsite at depth and 129’ below

d surface (the 129’ equals 33.1 m below ter table). 33.1 m ed to be maximum

epth.

um well depth ed to be represented

minal 20’ screen depthm) from top of water

s mid-point between and 33.1 m which is .

hat the site-specific ution is reasonably to the NUREG-6697

ution values of 6, 10, for the triangular

ution. able to moving dwater

YSIS

Distribution's1 2

h 6.08 19.

NR N R


6 33.1

R NR

tersd 4 Mean/

Median

NR 10

NR

La CroLR

Well pum

Unsatu

Number

Unsat. z

Unsat. zUnsat. z

Unsat. z

Unsat. z

Unsat. z(m/y)

Unsat. zparamet

Occupa

Inhalatio


Parameter (unit)

mping rate (m3/y)

urated Zone Hydro

of unsaturated zone

zone thickness (m)

zone soil density (g/cmzone total porosity

zone effective porosity

zone field capacity

zone hydraulic conduc

zone soil-specific b ter

ancy

on rate (m3/y)


Typea

P

ological Data

strata P

P

m3) P P

y P

P

ctivity P

P

M,B

BFM INSIT

Priorityb Treatme

2 S

3 D

1 D

2 D2 D

2 D

3 D

2 D

2 S

3 D

TUgw: RESRAD PAR

entc Value/Dist

Unifo

1

Varia

1.760.3

0.28

0.06

3482

Lognorm

191

6-87

RAMETERS FOR UNC

tribution

orm

NUREGprovidevalue d Industrrate de Generafor fourm3/yr (N3.10-1)be minMaximuassumeworker1643.5

Site-sp

ble Struct u

6 Site sp1 Site sp

8 Site sp

66 Calculasoil typ

22 S ite-sp

mal-N Site spNUREGTable 3

7

NUREGTable 58400/y m3/d Industr=23 m3

CERTAINTY ANALY

Basis

G/CR-6697, Att. C es no recommended due to high variability.

rial Scenario pump epends on industry.

al water usage rate r persons is 328.7 NUREG-6697, Table ) which is assumed toimum industrial rate.um industrial rate ed to supply 20 s which equals m3/yr.

pecific

ure specific

pecific e

pecific e pecific e ated values for sand pef

pecific valuee

pecific soil type sand G/CR-6697 Att. C 3.5-1

G/CR-5512, Vol. 3 5.1.1 mean value is which equates to 23

rial Scenario m3/yr 3/d ÷ 24h/d * 2000 h/y

YSIS

Distribution's1 2

.

o

328.7 164 3

NR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N R

-.0253 0.2 1

y)

NR N R


3.5 NR

R NR

R NR

R NR R NR

R NR

R NR

R NR

16 N A

R NR

tersd 4 Mean/

Median

NR 986.1

NR

NR

NR NR

NR

NR

NR

NA 0.97

NR

La CroLR

Mass loa

Exposur

Indoor d

Shielding

Fraction

Fraction site)

Shape fa


Parameter (unit)

ading for inhalation (g

re duration

ust filtration factor

g factor, external gam

of time spent indoors

of time spent outdoo

actor flag, external ga


Typea

g/m3) P,B

B

P,B

mma P

s B

ors (on B

amma P

BFM INSIT

Priorityb Treatme

2 S

3 D

2 S

2 S

3 D

3 D

3 D

TUgw: RESRAD PAR

entc Value/Dist

Continuou

30

Unifo

Bounded Log

0.187

0.062

Circu

6-88

RAMETERS FOR UNC

tribution

s Linear NURE G

RESRAparamedose ca

orm NUREGFigure

gnormal-N NUREGTable 7

75

NUREG7.6-1 remedian8.76 hodays a per yea2190 h MajoritexpecteConsisthe “UsRESRAof work25% ou The coRESRAparame(2190*

25

As expthe Indparamefractionoutdoo25%. (2190*0.0625

ular Circulaassumepurpos

CERTAINTY ANALY

Basis

G/CR-6697, Att. C

AD User’s Manual eter value not used inalculation G/CR-6697, Att. C 7.1-1

G/CR-6697, Att. C 7.10-1 G-6697 Att. C, Table ecommends a n indoor work day as ours/day. Assuming 5week and 50 weeks

ars this equates to ours per year.

y of industrial work ised to be indoors.

stent with Table 2-3 ofser’s Manual for AD Version 6”g 75% k time is indoors and utdoors.

orresponding AD indoor Fraction eter = .75)/(24*365) = .1875lained in the basis foroor Fraction eter, the indoor time n was set at 75% andor time fraction at

.25)/(24*365) =

ar contaminated zone ed for modeling es

YSIS

Distribution's1 2

See NUREG-

6697 Table 4.6-1

SeeNURE

6697 T4.6-

n NR NR

0.15 0. 9

-1.3 0. 5

5

s

f

5

NR N R

r

d NR N R

NR N R


e EG-Table -1

See NUREG-

6697 Table 4.6-1

N66

R NR

95 NR

59

0.044

R NR

R NR

R NR

tersd 4 Mean/

Median

See NUREG-697 Table

4.6-1

2.35E-05

NR

NR 0.55

1

0.2725

NR

NR

NR

5

La CroLR

IngestiFruits, noconsumpLeafy veMilk con

Meat and

Fish con

Other se

Soil inge

Drinking

Contamiwater Contamiwater (if Contamiwater Contamiwater Contamifood Contami

Contami


Parameter (unit)

on, Dietary on-leafy vegetables, gption (kg/y)

egetable consumptionsumption (L/y)

d poultry consumptio

nsumption (kg/y)

eafood consumption (

estion rate (g/y)

water intake (L/y)

ination fraction of drin

ination fraction of houused)

ination fraction of live

ination fraction of irrig

ination fraction of aqu

ination fraction of plan

ination fraction of mea


Typea

grain M,B

n (kg/y) M,B M,B

n (kg/y) M,B

M,B

kg/y) M,B

M,B

M,B

nking B,P

usehold B,P

stock B,P

gation B,P

uatic B,P

nt food B,P

at B,P

BFM INSIT

Priorityb Treatme

2 D

3 D2 D

3 D

3 D

3 D

2 D

2 D

3 D

3

3 D

3 D

2 D

3 D

3 D

TUgw: RESRAD PAR

entc Value/Dist

NA

NANA

NA

NA

NA

18.3

327

1

1

NA

NA

NA

NA

NA

6-89

RAMETERS FOR UNC

tribution

A Indust r

A IndustrA Industr

A Industr

A Industr

A Industr

3 NUREGTable 6

7

NUREGTable 6 Industrsupply an ons 478 L/y5512 cL/d whiconservhour w 1.31 L/327 L/yAll watecontam

All wate

A Industr

A Industr

A Industr

A Industr

A Industr

CERTAINTY ANALY

Basis

rial Scenario

rial Scenario rial Scenario

rial Scenario

rial Scenario

rial Scenario G/CR-5512, Vol. 3 6.87 G/CR-5512, Vol. 3 6.87

rial Scenario water assumed to be from ite well.

y from NUREG/CR-orresponds to 1.31 ich is considered a rvative value for 8 ork day.

/d * 250 work days = y er assumed

minated

er from well

rial Scenario

rial Scenario

rial Scenario rial Scenario rial Scenario

YSIS

Distribution's1 2

NR N R

NR N RNR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R


R NR

R NR R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

tersd 4 Mean/

Median

NR

NR NR

NR

NR

NR

NR

NR

NR

NR

NR

NR

NR

NR

La CroLR

ContamiIngestiLivestoc(kg/day) Livestoc(kg/day) Livestoc(L/day) Livestoc(L/day) LivestocMass loa(g/m3)

Depth of

Depth ofDrinkingwater Househoground wLivestocwater

Irrigation

Wet weig(kg/m2) Wet weig(kg/m2) Wet weig(kg/m2) Growing

Growing

GrowingTransloc

Transloc

TranslocWeatherVegetati


Parameter (unit)

ination fraction of milkon, Non-Dietary

ck fodder intake for me

ck fodder intake for mi

ck water intake for me

ck water intake for mil

ck soil intake (kg/day) ading for foliar deposi

f soil mixing layer (m)

f roots (m) water fraction from g

old water fraction fromwater (if used) ck water fraction from

n fraction from ground

ght crop yield for Non

ght crop yield for Lea

ght crop yield for Fod

g Season for Non-Lea

g Season for Leafy

g Season for Fodder cation Factor for Non-

cation Factor for Leafy

cation Factor for Foddring Removal Constanon (1/y)


Typea

k B,P

eat M

ilk M

eat M

k M

M ition P

) P

P ground B,P

m B,P

ground B,P

d water B,P

n-Leafy P

fy P

der P

afy (y) P

(y) P

(y) P -Leafy P

y P

der P nt for P

BFM INSIT

Priorityb Treatme

3 D

3 D

3 D

3 D

3 D

3 D

3 D

2 D

1 D

3 D

3

3 D

3 D

2 D

3 D

3 D

3 D

3 D

3 D3 D

3 D

3 D

2 D

TUgw: RESRAD PAR

entc Value/Dist

NA

NA

NA

NA

NA

NA

NA

Triang

NA

1

1

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NA

NA

6-90

RAMETERS FOR UNC

tribution

A Industr

A Indust r

A Indust r

A Indust r

A Indust r

A Indust r

A Indust r

ular NUREGFigure

A Indust r

Industr

Industr

A Indust r

A Indust r

A Indust r

A Indust r

A Indust r

A Indust r

A Indust r

A Indust rA Indust r

A Indust r

A Indust r

A Indust r

CERTAINTY ANALY

Basis

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

G/CR-6697, Att. C 3.12-1

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario


rial Scenario

rial Scenario

rial Scenario

YSIS

Distribution's1 2

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

0 0.1

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N R


R NR

R NR

R NR

R NR

R NR

R NR

R NR

5 0.6

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR R NR

R NR

R NR

R NR

tersd 4 Mean/

Median NR

NR

NR

NR

NR

NR

NR

NR 0.15

NR

NR

NR

NR

NR

NR

NR

NR

NR

NR

NR NR

NR

NR

NR

La CroLR

Wet FoliNon-LeaWet FoliLeafy Wet FoliFodder Dry FoliaNon-LeaDry FoliaLeafy Dry FoliaFodder StorageFruits, nograin Leafy veMilk

Meat and

Fish Crustace

Well wat

Surface Livestoc

SpeciaC-12 conC-12 consoil (g/g)Fraction soil Fraction air C-14 eva(m) C-14 eva(1/sec) C-12 eva(1/sec)


Parameter (unit)

ar Interception Fractioafy ar Interception Fractio


ar Interception Fractioafy ar Interception Fractio


e times of contamon-leafy vegetables, a

egetables

d poultry

ea and mollusks

ter

water ck fodder

l Radionuclides (Cncentration in water (gncentration in contam) of vegetation carbon


asion layer thickness




Typea

on for P

on for P

on for P

on for P

on for P

on for P

minated foodstuffsand B

B B

B

B B

B

B B

C-14) g/cm3) P

minated P

from P

from P

in soil P

oil P

oil P

BFM INSIT

Priorityb Treatme

3 D

2 D

3 D

3 D

3 D

3 D

s (days):

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D

3 D

3 D

2 D

3 D

3 D

TUgw: RESRAD PAR

entc Value/Dist

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NANA

NA

NANA

NA

NA

NA

NA

NA

NA

NA

6-91

RAMETERS FOR UNC

tribution

A Indust r

A Indust r

A Indust r

A Indust r

A Indust r

A Indust r

A Indust r


A Indust r


A Indust r


A Indust r

A Indust r

A Indust r

A Indust r

A Indust r

A Indust r

A Indust r

CERTAINTY ANALY

Basis

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario


rial Scenario


rial Scenario


rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

rial Scenario

YSIS

Distribution's1 2

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R


R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

tersd 4 Mean/

Median

NR

NR

NR

NR

NR

NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR

NR

NR

NR

NR

NR

La CroLR

Fraction

Fraction

Dose CAc-227 Am-241

Am-243 C-14

Cm-243

Cm-244 Cm-245

Cm-246

Co-60

Cs-134

Cs-137

Eu-152

Eu-154

Eu-155

Gd-152 H-3

I-129

Nb-94

Nd-144e

Ni-59

Ni-63

Np-237 Pa-231

Pb-210

Po-210 Pu-238


Parameter (unit)

of grain in beef cattle

of grain in milk cow f

Conversion Factor


Typea

e feed B

feed B

rs (Inhalation mrem/M M

M M

M

M M

M

M

M

M

M

M

M

M M

M

M

M

M

M

M M

M

M M

BFM INSIT

Priorityb Treatme

3 D

3 D

/pCi) 3 D3 D

3 D3 D

3 D

3 D3 D

3 D

3 D

3 D

3 D

3 D

3 D

3 D

3 D3 D

3 D

3 D

3 D

3 D

3 D

3 D3 D

3 D

3 D3 D

TUgw: RESRAD PAR

entc Value/Dist

NA

NA

6.70E4.44E

4.40E2.09E

3.07E

2.48E4.55E

4.51E

2.19E

4.62E

3.19E

2.21E

2.86E

4.14E

2.43E6.40E

1.74E

4.14E

7.04E

2.70E

6.29E

5.40E1.28E

1.36E

9.40E3.92E

6-92

RAMETERS FOR UNC

tribution

A Indust r

A Indust r

+00 FGR 11E-01 FGR 11

E-01 FGR 11E-06 FGR 11

E-01 FGR 11

E-01 FGR 11E-01 FGR 11

E-01 FGR 11

E-04 FGR 11

E-05 FGR 11

E-05 FGR11

E-04 FGR 11

E-04 FGR 11

E-05 FGR 11

E-01 FGR 11E-08 FGR 11

E-04 FGR 11

E-04 FGR 11

E-02 ICRP6 0

E-06 FGR 11

E-06 FGR 11

E-01 FGR 11+00 FGR 11

E-02 FGR 11

E-03 FGR 11E-01 FGR 11

CERTAINTY ANALY

Basis

rial Scenario

rial Scenario

1 1

1 1

1

1 1

1 1

1

1

1 1 1 1 1 1

1

0

1 1

1 1

1

1 1

YSIS

Distribution's1 2

NR N R

NR N R

NR N RNR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N R

NR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R


R NR

R NR

R NR R NR

R NR R NR

R NR

R NR R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR

R NR R NR

R NR

R NR

R NR

R NR

R NR

R NR R NR

R NR

R NR R NR

tersd 4 Mean/

Median NR

NR

NR NR

NR NR

NR

NR NR

NR

NR

NR

NR

NR

NR

NR

NR NR

NR

NR

NR

NR

NR

NR NR

NR

NR NR

La CroLR

Pu-239

Pu-240 Pu-241

Pu-242

Ra-226 Ra-228

Sm-148e

Sr-90 Tc-99

Th-228

Th-229 Th-230

Th232

U-233 U-234

U-235

U-236 U-238 Dose CAc-227

Am-241

Am-243 C-14

Cm-243

Cm-244 Cm-245

Cm-246

Co-60 Cs-134

Cs-137


Parameter (unit)

e

Conversion Factor


Typea

M

M M

M

M M

M

M M

M

M M

M

M M

M

M M

rs (Ingestion mrem/p

M

M

M M

M

M M

M

M M

M

BFM INSIT

Priorityb Treatme

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

pCi)

3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

TUgw: RESRAD PAR

entc Value/Dist

4.29E

4.29E8.25E

4.11E

8.58E4.77E

7.34E

1.30E8.32E

3.42E

2.15E3.26E

1.64e+

1.35E1.32E

1.23E

1.25E1.18E

1.41E

3.64E

3.62E2.09E

2.51E

2.02E3.74E

3.70E

2.69E7.33E

5.00E

6-93

RAMETERS FOR UNC

tribution

E-01 FGR 11

E-01 FGR 11E-03 FGR 11

E-01 FGR 11

E-03 FGR 11E-03 FGR 11

E-02 ICRP6 0

E-03 FGR 11E-06 FGR 11

E-01 FGR 11

+00 FGR 11E-01 FGR 11

+00 FGR 11

E-01 FGR 11E-01 FGR 11

E-01 FGR 11

E-01 FGR 11E-01 FGR 11

E-02 FGR 11

E-03 FGR 11

E-03 FGR 11E-06 FGR 11

E-03 FGR 11

E-03 FGR 11E-03 FGR 11

E-03 FGR 11

E-05 FGR 11E-05 FGR 11

E-05 FGR 11

CERTAINTY ANALY

Basis

1

1 1

1

1 1

0

1 1

1

1 1

1

1 1

1

1 1

1

1

1 1

1

1 1

1

1 1

1

YSIS

Distribution's1 2

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R


R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

tersd 4 Mean/

Median NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

La CroLR

Eu-152

Eu-154 Eu-155

Gd-152

H-3 I-129

Nb-94

Nd-144e

Ni-59

Ni-63 Np-237

Pa-231

Pb-210 Po-210

Pu-238

Pu-239 Pu-240

Pu-241

Pu-242 Ra-226

Ra-228

Sm-148e

Sr-90

Tc-99

Th-228 Th-229

Th-230

Th-232 U-233

U-234


Parameter (unit)

e


Typea

M

M M

M

M M

M

M

M

M M

M

M M

M

M M

M

M M

M

M

M

M

M M

M

M M

M

BFM INSIT

Priorityb Treatme

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D

3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

TUgw: RESRAD PAR

entc Value/Dist

6.48E

9.55E1.53E

1.61E

6.40E2.76E

7.14E

1.51E

2.10E

5.77E4.44E

1.06E

5.37E1.90E

3.20E

3.54E3.54E

6.84E

3.36E1.32E

1.44E

1.58E

1.42E

1.46E

3.96E3.53E

5.48E

2.73E2.89E

2.83E

6-94

RAMETERS FOR UNC

tribution

E-06 FGR 11

E-06 FGR 11E-06 FGR 11

E-04 FGR 11

E-08 FGR 11E-04 FGR 11

E-06 FGR 11

E-04 ICRP6 0

E-07 FGR 11

E-07 FGR 11E-03 FGR 11

E-02 FGR 11

E-03 FGR 11E-03 FGR 11

E-03 FGR 11

E-03 FGR 11E-03 FGR 11

E-05 FGR 11

E-03 FGR 11E-03 FGR 11

E-03 FGR 11

E-04 ICRP6 0

E-04 FGR 11

E-06 FGR 11

E-04 FGR 11E-03 FGR 11

E-04 FGR 11

E-03 FGR 11E-04 FGR 11

E-04 FGR 11

CERTAINTY ANALY

Basis

1

1 1

1

1 1

1

0

1

1 1

1

1 1

1

1 1

1

1 1

1

0

1

1

1 1

1

1 1

1

YSIS

Distribution's1 2

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R


R NR

R NR R NR

R NR

R NR R NR

R NR

R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR

R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

tersd 4 Mean/

Median NR

NR NR

NR

NR NR

NR

NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR

NR

NR

NR NR

NR

NR NR

NR

La CroLR

U-235

U-236 U-238

Plant TAc-227

Am-241 Am-243

C-14

Cm-243 Cm-244

Co-60

Cs-134 Cs-137

Eu-152

Eu-154 Fe-55

Gd-152

H-3 Nb-94

Nd-144

Ni-59 Ni-63 Np-237

Pa-231 Pb-210

Pm-147

Po-210 Pu-238

Pu-239

Pu-240


Parameter (unit)

Transfer Factors (p


Typea

M

M M

pCi/g plant)/(pCi/g soP

P P

P

P P

P

P P

P

P P

P

P P

P

P P P

P P

P

P P

P

P

BFM INSIT

Priorityb Treatme

3 D

3 D3 D

oil) 1 D

1 D1 D

1 D

1 D1 D

1 D

1 D1 D

1 D

1 D1 D

1 D

1 D1 D

1 D

1 D1 D1 D

1 D1 D

1 D

1 D1 D

1 D

1 D

TUgw: RESRAD PAR

entc Value/Dist

2.66E

2.69E2.55E

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANANA

NANA

NA

NANA

NA

NA

6-95

RAMETERS FOR UNC

tribution

E-04 FGR 11

E-04 FGR 11E-04 FGR 11

A Indust r


A Indust r


A Indust r


A Indust r


A Indust r


A Indust r

A Indust rA Indust rA Indust r


A Indust r


A Indust r

A Indust r

CERTAINTY ANALY

Basis

1

1 1

rial Scenario


rial Scenario


rial Scenario


rial Scenario


rial Scenario


rial Scenario



rial Scenario


rial Scenario

rial Scenario

YSIS

Distribution's1 2

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N RNR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N R


R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR R NR

R NR R NR

R NR

R NR R NR

R NR

R NR

tersd 4 Mean/

Median NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR NR

NR NR

NR

NR NR

NR

NR

La CroLR

Pu-241

Ra-226 Ra-228

Sb-125

Sm-148 Sr-90

Tc-99

Th-228 Th-229

Th-230

Th-232 U-233

U-234 U-235 U-236

Meat TrAc-227

Ag-108mAm-241

Am-243

C-14 Cm-243

Cm-244

Co-60 Cs-134

Cs-137

Eu-152 Eu-154

Fe-55

Gd-152


Parameter (unit)

ransfer Factors (p

m


Typea

P

P P

P

P P

P

P P

P

P P

P P P

pCi/kg)/(pCi/d) P

P P

P

P P

P

P P

P

P P

P

P

BFM INSIT

Priorityb Treatme

1 D

1 D1 D

1 D

1 D1 D

1 D

1 D1 D

1 D

1 D1 D

1 D1 D1 D

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D

TUgw: RESRAD PAR

entc Value/Dist

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NANANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NA

6-96

RAMETERS FOR UNC

tribution

A Indust r


A Indust r


A Indust r


A Indust r



A Indust r


A Indust r


A Indust r


A Indust r


A Indust r

A Indust r

CERTAINTY ANALY

Basis

rial Scenario


rial Scenario


rial Scenario


rial Scenario



rial Scenario


rial Scenario


rial Scenario


rial Scenario


rial Scenario

rial Scenario

YSIS

Distribution's1 2

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N RNR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N R


R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR

tersd 4 Mean/

Median NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR

La CroLR

H-3 Nb-94 Nd-144

Ni-59 Ni-63 Np-237 Pa-231 Pb-210 Po-210 Pu-238 Pu-239 Pu-240 Pu-241 Ra-226 Ra-228 Sb-125 Sm-148 Sr-90 Tc-99 Th-228 Th-229 Th-230 Th-232 U-233 U-234 U-235 U-236 Milk TrAc-227 Am-241

Am-243


Parameter (unit)

ransfer Factors (pC


Typea

P P P

P P P P P P P P P P P P P P P P P P P P P P P P

Ci/L)/(pCi/d) P P

P

BFM INSIT

Priorityb Treatme

2 D2 D2 D

2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D1 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D

2 D2 D

2 D

TUgw: RESRAD PAR

entc Value/Dist

NANANA

NANANANANANANANANANANANANANANANANANANANANANANANA

NANA

NA

6-97

RAMETERS FOR UNC

tribution


A Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust rA Indust r


A Indust r

CERTAINTY ANALY

Basis


rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario


rial Scenario

YSIS

Distribution's1 2

NR N RNR N RNR N R

NR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N RNR N R

NR N RNR N R

NR N R


R NR R NR R NR

R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR R NR

R NR R NR

R NR

tersd 4 Mean/

Median NR NR NR

NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR NR

NR NR

NR

La CroLR

C-14

Cm-243 Cm-244

Co-60

Cs-134 Cs-137

Eu-152

Eu-154 Fe-55 Gd-152

H-3 Nb-94

Nd-144 Ni-59 Ni-63

Np-237

Pa-231 Pb-210

Po-210 Pu-238 Pu-239

Pu-240

Pu-241 Ra-226

Ra-228

Sm-148 Sr-90

Tc-99

Th-228 Th-229


Parameter (unit)


Typea

P

P P

P

P P

P

P P P

P P

P P P

P

P P

P P P

P

P P

P

P P

P

P P

BFM INSIT

Priorityb Treatme

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D2 D2 D

2 D2 D

2 D2 D2 D

2 D

2 D2 D

2 D2 D2 D

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D2 D

TUgw: RESRAD PAR

entc Value/Dist

NA

NANA

NA

NANA

NA

NANANA

NANA

NANANA

NA

NANA

NANANA

NA

NANA

NA

NANA

NA

NANA

6-98

RAMETERS FOR UNC

tribution

A Indust r


A Indust r


A Indust r




A Indust r



A Indust r


A Indust r


A Indust r


CERTAINTY ANALY

Basis

rial Scenario


rial Scenario


rial Scenario




rial Scenario



rial Scenario


rial Scenario


rial Scenario


YSIS

Distribution's1 2

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N RNR N R

NR N RNR N R

NR N RNR N RNR N R

NR N R

NR N RNR N R

NR N RNR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R


R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR R NR

R NR R NR

R NR R NR R NR

R NR

R NR R NR

R NR R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

tersd 4 Mean/

Median NR

NR NR

NR

NR NR

NR

NR NR NR

NR NR

NR NR NR

NR

NR NR

NR NR NR

NR

NR NR

NR

NR NR

NR

NR NR

La CroLR

Th-230

Th-232 U-233 U-234 U-235 U-236

BioaccAc-227 Am-241

Am-243

C-14 Cm-243

Cm-244

Cm-245 Cm-246

Co-60

Cs-137 Eu-152

Eu-154

Gd-152 H-3

I-129

Nb-94 Ni-59

Ni-63

Np-237 Pa-231

Po-210

Pb-210 Pu-238


Parameter (unit)

cumulation Factors


Typea

P

P P P P P

s for Fish ((pCi/kg)P P

P

P P

P

P P

P

P P

P

P P

P

P P

P

P P

P

P P

BFM INSIT

Priorityb Treatme

2 D

2 D2 D2 D2 D2 D

/(pCi/L)) 2 D2 D

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D2 D

TUgw: RESRAD PAR

entc Value/Dist

NA

NANANANANA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

6-99

RAMETERS FOR UNC

tribution

A Indust r

A Indust rA Indust rA Indust rA Indust rA Indust r


A Indust r


A Indust r


A Indust r


A Indust r


A Indust r


A Indust r


A Indust r


CERTAINTY ANALY

Basis

rial Scenario

rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario


rial Scenario


rial Scenario


rial Scenario


rial Scenario


rial Scenario


rial Scenario


rial Scenario


YSIS

Distribution's1 2

NR N R

NR N RNR N RNR N RNR N RNR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R


R NR

R NR R NR R NR R NR R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

tersd 4 Mean/

Median NR

NR NR NR NR NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

La CroLR

Pu-239

Pu-240 Pu-241

Pu-242

Ra-226 Ra-228

Sr-90

Th-228 Th-229

Th-230

Th-232 U-233

U-234

U-235 U-236

U-238

BioaccAc-227

Am-241

Am-243 C-14

Cm-243

Cm-244 Cm-245

Cm-246

Co-60 Cs-137

Eu-152

Eu-154 Gd-152


Parameter (unit)

cumulation Factors


Typea

P

P P

P

P P

P

P P

P

P P

P

P P

P

s for Crustacea/ MP

P

P P

P

P P

P

P P

P

P P

BFM INSIT

Priorityb Treatme

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D2 D

2 D

2 D2 D

2 D

Mollusks ((pCi/kg)/(3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

TUgw: RESRAD PAR

entc Value/Dist

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

pCi/L)) NA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

6-100

RAMETERS FOR UNC

tribution

A Indust r


A Indust r


A Indust r


A Indust r


A Indust r


A Indust r

A Industr

A Industr

A IndustrA Industr

A Industr

A IndustrA Industr

A Industr

A IndustrA Industr

A Industr

A IndustrA Industr

CERTAINTY ANALY

Basis

rial Scenario


rial Scenario


rial Scenario


rial Scenario


rial Scenario


rial Scenario

rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario

YSIS

Distribution's1 2

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R


R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

tersd 4 Mean/

Median NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

La CroLR

H-3

I-129 Nb-94

Ni-59

Ni-63 Np-237

Pa-231

Pb-210 Po-210

Pu-238

Pu-239 Pu-240

Pu-241

Pu-242 Ra-226

Ra-228

Sr-90 Th-228

Th-229

Th-230 Th-232

U-233

U-234 U-235

U-236 U-238

GraphiNumber

Spacing

Time int


Parameter (unit)

cs Parameters of points

tegration parameter


Typea

P

P P

P

P P

P

P P

P

P P

P

P P

P

P P

P

P P

P

P P

P P

s

BFM INSIT

Priorityb Treatme

3 D

3 D3 D

3 D

3 D3 D

3 D

3 DS D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

3 D

3 D3 D

3 D3 D

TUgw: RESRAD PAR

entc Value/Dist

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NA

NANA

NANA

32

log

6-101

RAMETERS FOR UNC

tribution

A Industr

A IndustrA Industr

A Industr

A IndustrA Industr

A Industr

A IndustrA Industr

A Industr

A IndustrA Industr

A Industr

A IndustrA Industr

A Industr

A IndustrA Industr

A Industr

A IndustrA Industr

A Industr

A IndustrA Industr

A IndustrA Industr

RESR A

g RESR A

CERTAINTY ANALY

Basis

rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario rial Scenario

AD Default

AD Default

YSIS

Distribution's1 2

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N R

NR N RNR N R

NR N RNR N R

NR N R

NR N R


R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR

R NR R NR

R NR R NR

R NR

R NR

tersd 4 Mean/

Median NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR

NR NR

NR NR

NR

NR

La CroLR

MaximumNabcdLBTBBTUefg


Parameter (unit)

m number of points foNotes: a P = physical, B = behab 1 = high-priority paramc D = deterministic, S =d Distributions StatisticaLognormal-n: 1= mean,Bounded lognormal-n: 1Truncated lognormal-n:Bounded normal: 1 = mBeta: 1 = minimum, 2 =Triangular: 1 = minimumUniform: 1 = minimum,e Reference: Haley and f ZionSolutions Technicg Argonne National Lab


Typea

or dose

avioral, M = metabolic;meter, 2 = medium-prio

= stochastic al Parameters: 2 = standard deviation 1= mean, 2 = standard d 1= mean, 2 = standard

mean, 2 = standard devia= maximum, 3 = P-valuem, 2 = mode, 3 = maxim, 2 = maximum e Sm-14Aldrich, Inc., "Hydrogecal Support Document boratory, “User’s Manu

BFM INSIT

Priorityb Treatme

(see NUREG/CR-6697ority parameter, 3 = low

deviation, 3 = minimumdeviation, 3 = lower qu

ation, 3 = minimum, 4 =e, 4 = Q-value mum 48 an ND-144 not listedeological Investigation 14-003, Conestoga Rov

ual for RESRAD Versio

TUgw: RESRAD PAR

entc Value/Dist

17

7, Attachment B, Table w-priority parameter (see

m, 4 = maximum uantile, 4 = upper quant= maximum

d in RESRAD FGR 11 DReport La Crosse Boil

vers & Associates (CRAn 6”, ANL/EAD 4, July

6-102

RAMETERS FOR UNC

tribution

RESR A

4.) e NUREG/CR-6697, At

tile

DCF file ling Water Reactor, Da

A) Report, “Zion Hydrogy 2001

CERTAINTY ANALY

Basis

AD Default

ttachment B, Table 4.1)

iryland Power Cooperageologic Investigation R

YSIS

Distribution's1 2

NR N R

)

ative, Genoa, WI” JanuaReport”


R NR

ary 2015

tersd 4 Mean/

Median NR


Dose


n 0

e ContributAggreg

Water ReactorPlant

tion Percentgate Dose P

r

ATTAtage for Init

Percentage f

6-103

CHMENT tial Suite Rafrom Insigni

6-3 adionuclideificant Dose

es and Detere Contribut

rmination oors

f

La CrosLicense Revision

H-3

C-14

Fe-55

Ni-59

Co-60

Ni-63

Sr-90

Nb-94

Tc-99

Cs-137

Eu-152

Eu-154

Eu-155

Pu-238

Pu-239/240

Pu-241

Am-241

Am-243

Cm-243/244

Insignificancontributor dpercentage bon mixture

Insignificancontributor dpercentage bon actual da

Insignificancontributor dbased on actdata (mrem/

se Boiling WateTermination Pl

n 0

So

mrem/yr 3.30E-09

2.41E-09

7.21E-09

9.98E-09

2.38E-02

2.12E-07

3.45E-05

1.02E-04

1.86E-06

3.77E-01

8.21E-04

7.61E-04

1.01E-05

2.14E-06

* 2.18E-06

2.07E-06

8.29E-06

5.21E-06

4* 4.11E-06

nt dose based

nt dose based ata

2.60E-02

nt dose tual /yr)

er Reactor lant

oil DCGLs

Dose Fraction 0.000%

0.000%

0.000%

0.000%

5.911%

0.000%

0.009%

0.025%

0.000%

93.653%

0.204%

0.189%

0.003%

0.001%

0.001%

0.001%

0.002%

0.001%

0.001%

0.427%

0.0004%

Table 20

Rx Bldg Grou

mrem/yr 3.14E-06

6.66E-05

6.96E-06

2.59E-06

5.79E-03

5.47E-05

4.45E-02

5.26E-06

1.54E-05

1.50E-01

1.06E-05

1.29E-05

1.14E-06

4.63E-04

4.77E-04

2.10E-04

7.07E-04

7.58E-05

2.26E-05

1.25E+01

0 from Referen

undwater

Dose Fraction m0.002% 5

0.033% 8

0.003% 7

0.001% 1

2.858% 1

0.027% 2

21.993% 1

0.003% 6

0.008% 4

74.095% 2

0.005% 5

0.006% 4

0.001% 9

0.229% 1

0.235% 1

0.104% 5

0.349% 2

0.037% 3

0.011% 2

1.054%

1

0.528%

nce 5 ( TSD RS-

Rx Bldg Drilling Spo

mrem/yr Dose F5.05E-12 0.00

8.23E-12 0.00

7.14E-12 0.00

1.43E-11 0.00

1.42E-03 5.37

2.82E-10 0.00

1.86E-06 0.00

6.57E-06 0.02

4.64E-11 0.00

2.48E-02 94.2

5.10E-05 0.19

4.66E-05 0.17

9.11E-07 0.00

1.56E-08 0.00

1.58E-08 0.00

5.05E-08 0.00

2.54E-07 0.00

3.74E-07 0.00

2.80E-07 0.00

0.40

1.63E+00

0.02

6-104

-TD-313196-00

oils Rx

Fraction mrem/y00% 2.61E-0

00% 1.91E-0

00% 5.70E-0

00% 7.89E-0

74% 1.88E-0

00% 1.67E-0

07% 2.72E-0

25% 8.10E-0

00% 1.47E-0

217% 2.98E-0

94% 6.48E-0

77% 6.02E-0

03% 7.97E-0

00% 1.69E-0

00% 1.73E-0

00% 1.64E-0

01% 6.56E-0

01% 4.14E-0

01% 3.25E-0

03%

1.97E+0

26%

01) - Dose Cont

Bldg Excavation

yr Dose Fraction09 0.000%

09 0.000%

09 0.000%

09 0.000%

02 5.903%

07 0.000%

05 0.009%

05 0.025%

06 0.000%

01 93.661%

04 0.204%

04 0.189%

06 0.003%

06 0.001%

06 0.001%

06 0.001%

06 0.002%

06 0.001%

06 0.001%

0.427%

01

0.336%

ribution per R

WTB Grou

n mrem/yr 1.11E-06

2.85E-05

4.91E-13

4.80E-06

7.91E-04

1.63E-05

2.58E-02

4.22E-06

3.62E-06

3.55E-02

3.31E-09

2.85E-11

4.49E-17

7.38E-05

8.75E-04

8.87E-05

5.09E-04

1.33E-04

9.42E-08

7.87E-01

ROC per Scenar

undwater


0.045%

0.000%

0.008%

1.238%

0.026%

40.445%

0.007%

0.006%

55.598%

0.000%

0.000%

0.000%

0.115%

1.369%

0.139%

0.797%

0.208%

0.000%

2.179%

0.086%

rio

WTB Drilling Spo

mrem/yr Dose4.96E-11 0.

8.10E-11 0.

7.02E-11 0.

1.41E-10 0.

1.39E-02 5.

2.78E-09 0.

1.83E-05 0.

6.46E-05 0.

4.57E-10 0.

2.44E-01 94

5.03E-04 0.

4.59E-04 0.

8.92E-06 0.

1.53E-07 0.

1.55E-07 0.

4.95E-07 0.

2.50E-06 0.

3.67E-06 0.

2.75E-06 0.

0.

3.19E+00

0.

oils W

e Fraction mrem.000% 3.45E

.000% 2.52E

.000% 7.52E

.000% 1.05E

376% 2.49E

.000% 2.21E

007% 3.60E

.025% 1.07E

.000% 1.95E

.213% 3.95E+

.194% 8.59E

.177% 7.96E

.003% 1.06E

.000% 2.23E

.000% 2.28E

.000% 2.17E

.001% 8.65E

.001% 5.47E

.001% 4.30E

.404%

5.19E+

.051%

WTB Excavation

m/yr Dose Fractio-08 0.000%

-08 0.000%

-08 0.000%

-07 0.000%

-01 5.908%

-06 0.000%

-04 0.009%

-03 0.025%

-05 0.000%

+00 93.657%

-03 0.204%

-03 0.189%

-04 0.003%

-05 0.001%

-05 0.001%

-05 0.001%

-05 0.002%

-05 0.001%

-05 0.001%

0.427%

+01

0.886%

on

La CrosLicense Revision

se Boiling WateTermination Pl

n 0

H-3

C-14

Fe-55

Ni-59

Co-60

Ni-63

Sr-90

Nb-94

Tc-99

Cs-137

Eu-152

Eu-154

Eu-155

Pu-238

Pu-239/240*

Pu-241

Am-241

Am-243

Cm-243/244*

Insignificant contributor dosepercentage baseon mixture

Insignificant contributor dosebased on actualdata (mrem/yr)

Insignificant contributor dosepercentage baseon actual data

er Reactor lant

WGTV G

mrem/yr 4.24E-07

9.34E-06

0.00E+00

1.08E-06

1.43E-03

2.06E-06

9.70E-03

9.68E-07

1.81E-06

4.09E-02

7.64E-07

3.59E-07

3.79E-09

1.15E-04

1.99E-04

5.32E-05

2.41E-04

3.12E-05

3.17E-08

e ed

e l

2.93E+00

e ed

Table 20 fr

Groundwater


0.018%

0.000%

0.002%

2.712%

0.004%

18.424%

0.002%

0.003%

77.619%

0.001%

0.001%

0.000%

0.219%

0.378%

0.101%

0.457%

0.059%

0.000%

1.246%

7

0.146%

om Reference 5

WGTV Drilling S

mrem/yr Do2.57E-11

4.19E-11

3.64E-11

7.27E-11

7.21E-03

1.43E-09

9.43E-06

3.34E-05

2.36E-10

1.26E-01 9

2.60E-04

2.38E-04

4.62E-06

7.92E-08

8.02E-08

2.57E-07

1.29E-06

1.90E-06

1.42E-06

7.45E+00

5 (TSD RS-TD

Spoils

ose Fraction mre0.000% 1.15

0.000% 8.42

0.000% 2.51

0.000% 3.49

5.380% 8.31

0.000% 7.40

0.007% 1.21

0.025% 3.57

0.000% 6.51

94.210% 1.32

0.194% 2.87

0.177% 2.66

0.003% 3.52

0.000% 7.45

0.000% 7.61

0.000% 7.22

0.001% 2.89

0.001% 1.82

0.001% 1.44

0.403%

7.81E+

0.120%

6-105

-313196-001) (c

WGTV Excavation

em/yr Dose Frac5E-08 0.000%

2E-09 0.000%

1E-08 0.000%

9E-08 0.000%

1E-02 5.916%

0E-07 0.000%

1E-04 0.009%

7E-04 0.025%

1E-06 0.000%

E+00 93.648%

7E-03 0.204%

6E-03 0.189%

2E-05 0.003%

5E-06 0.001%

1E-06 0.001%

2E-06 0.001%

9E-05 0.002%

2E-05 0.001%

4E-05 0.001%

0.428%

01

1.336%

cont.) - Dose C

RemainiGro

ction mrem/yr % 1.09E-06

% 2.75E-05

% 1.50E-14

% 7.57E-07

% 1.66E-04

% 2.11E-06

% 1.05E-02

% 6.73E-07

% 3.92E-06

% 4.51E-03

% 2.24E-10

% 1.21E-12

% 6.84E-19

% 8.99E-06

% 1.38E-04

% 2.07E-05

% 7.14E-05

% 2.06E-05

% 1.24E-07

%

1.25E+00

%

ontribution pe

ing Basements oundwater


0.177%

0.000%

0.005%

1.072%

0.014%

67.909%

0.004%

0.025%

29.109%

0.000%

0.000%

0.000%

0.058%

0.891%

0.134%

0.461%

0.133%

0.001%

1.910%

0.095%

er ROC per Sce

Remaining BasemeSpoils

mrem/yr D5.66E-12

9.21E-12

8.02E-12

1.61E-11

1.59E-03

3.16E-10

2.09E-06

7.37E-06

5.21E-11

2.78E-02

5.73E-05

5.23E-05

1.02E-06

1.75E-08

1.77E-08

5.66E-08

2.85E-07

4.18E-07

3.14E-07

2.38E+00

enario

nts Drilling Rema

Dose Fraction mr0.000% 5.7

0.000% 4.2

0.000% 1.2

0.000% 1.7

5.376% 4.1

0.000% 3.7

0.007% 6.0

0.025% 1.7

0.000% 3.2

94.213% 6.6

0.194% 1.4

0.177% 1.3

0.003% 1.7

0.000% 3.7

0.000% 3.8

0.000% 3.6

0.001% 1.4

0.001% 9.1

0.001% 7.1

0.403%

5.69E

0.038%

aining Basements Excav

rem/yr Dose Fra78E-09 0.000

23E-09 0.000

26E-08 0.000

75E-08 0.000

18E-02 5.911

71E-07 0.000

04E-05 0.009

79E-04 0.025

26E-06 0.000

62E-01 93.654

44E-03 0.204

33E-03 0.189

77E-05 0.003

75E-06 0.001

82E-06 0.001

64E-06 0.001

45E-05 0.002

14E-06 0.001

19E-06 0.001

0.427

E+01

0.972

vation

action 0%

0%

0%

0%

1%

0%

9%

5%

0%

4%

4%

9%

3%

1%

1%

1%

2%

1%

1%

7%

2%

La CrossLicense TRevisionTable 22Percent

H-3

C-14

Fe-55

Ni-59

Co-6

Ni-63

Sr-90

Nb-9

Tc-99

Cs-13

Eu-15

Eu-15

Eu-15

Pu-23

Pu-239/

Pu-24

Am-24

Am-24

Cm-243


n 0 2 from ReferUsing the H

W

mr

1.54 2.25 1.99 6.20 7.23 1.80 2.54 2.39 1.2

37 3.552 2.154 1.455 2.938 5.9/240 7.241 5.341 4.843 7.8/244 5.4

Dose BConce

(mr

2.3

Water ReactorPlant

rence 5 (TSHighest Acti

WTB Groundw

rem/yr F

9E-07

21E-05

92E-13

28E-06

6E-04

83E-05

59E-02 4

0E-06

28E-06

52E-02 5

9E-09

47E-11

93E-17

98E-05

29E-04

3E-05

87E-04

84E-05

40E-08

Based on entrations

InsCo%

rem/yr)

6E+00

r

SD RS-TD-3ivity Cores

water

Dose Fraction

0.000%

0.035%

0.000%

0.010%

1.147%

0.029%

40.855%

0.004%

0.002%

55.694%

0.000%

0.000%

0.000%

0.095%

1.152%

0.084%

0.769%

0.124%

0.000%

2.304%

significant ontributor Based on

Dose

DC

0.218%

6-106

313196-001)

WTB Drill

mrem/yr

7.14E-12

6.28E-11

2.74E-11

1.85E-10

1.28E-02

3.11E-09

1.83E-05

3.51E-05

1.61E-10

2.42E-01

3.32E-04

2.37E-04

5.83E-06

1.24E-07

1.29E-07

2.98E-07

2.39E-06

2.17E-06

1.58E-06

Dose Based on Concentrations

(mrem/yr)

9.52E+00

- Insignific

ling Spoils

Dose Fraction

0.000%

0.000%

0.000%

0.000%

5.002%

0.000%

0.007%

0.014%

0.000%

94.749%

0.130%

0.093%

0.002%

0.000%

0.000%

0.000%

0.001%

0.001%

0.001%

0.242%

InsignificantContributor% Based on

Dose

0.092%

cant Contrib

WTB

mrem/y

4.95E-0

1.96E-0

2.94E-0

1.37E-0

2.29E-0

2.48E-0

3.60E-0

5.81E-0

6.85E-0

3.92E+0

5.67E-0

4.12E-0

6.90E-0

1.81E-0

1.90E-0

1.30E-0

8.27E-0

3.23E-0

2.46E-0

t r n

Dose BasedConcentrat

(mrem/y

1.55E+0

butor Dose

B Excavation

yr Dos

Fract

9 0.000

8 0.000

8 0.000

7 0.000

01 5.499

6 0.000

04 0.009

4 0.014

6 0.000

00 94.236

3 0.137

3 0.099

5 0.002

5 0.000

5 0.000

5 0.000

5 0.002

5 0.001

5 0.001

0.256

d on tions

InsignifContrib% Base

Dosyr)

02 1.587

se ion

0%

0%

0%

0%

9%

0%

9%

4%

0%

6%

7%

9%

2%

0%

0%

0%

2%

1%

1%

6%

ficant butor ed on se

7%

LLR


Table 2

H-3

C-14

Fe-55

Ni-59

Co-60

Ni-63

Sr-90

Nb-94

Tc-99

Cs-137

Eu-152

Eu-154

Eu-155

Pu-238

Pu-239/240

Pu-241

Am-241

Am-243

Cm-243/244

Insignificant Radionuclide Dose Percent

ng Water Reactation Plant

24 from Refere

Buried Pipe Group

mrem/yr D

1.52E-13

2.68E-14

4.93E-14

6.83E-14

1.45E-07

1.45E-12

2.27E-10

6.52E-10

1.70E-12

2.44E-06

5.12E-09

4.73E-09

6.84E-11

1.46E-11

1.49E-11

1.01E-11

5.62E-11

3.52E-11

2.78E-11

or

ence 5 ( TSD RS

p Excavation

Dose Fraction

0.000006%

0.000001%

0.000002%

0.000003%

5.588696%

0.000056%

0.008762%

0.025163%

0.000066%

93.988458%

0.197504%

0.182523%

0.002638%

0.000564%

0.000575%

0.000388%

0.002168%

0.001357%

0.001071%

0.414%

S-TD-313196-0

Buried Pipe Gro

mrem/yr D

1.51E-12

3.59E-11

0.00E+00

9.23E-13

1.34E-09

1.72E-12

1.55E-08

8.23E-13

6.43E-12

3.42E-08

6.39E-13

3.00E-13

3.17E-15

9.65E-11

1.69E-10

5.95E-11

2.01E-10

2.62E-11

1.57E-13

6-107

001) Buried Pip

oup InSitu

Dose Fraction

0.002918%

0.069510%

0.000000%

0.001788%

2.592108%

0.003333%

30.046145%

0.001593%

0.012456%

66.198432%

0.001238%

0.000581%

0.000006%

0.186737%

0.327211%

0.115147%

0.389710%

0.050785%

0.000304%

1.163%

ping Dose Contr

Circ Water Pipe E

mrem/yr D

1.13E-13

2.67E-14

3.78E-14

5.24E-14

1.42E-07

1.11E-12

2.14E-10

6.41E-10

1.26E-12

2.40E-06 9

5.03E-09

4.65E-09

6.75E-11

1.12E-11

1.14E-11

8.31E-12

4.62E-11

3.38E-11

2.66E-11

ribution per R

Excavation

Dose Fraction

0.000004%

0.000001%

0.000001%

0.000002%

5.580068%

0.000044%

0.008401%

0.025160%

0.000049%

93.998448%

0.197405%

0.182371%

0.002648%

0.000440%

0.000449%

0.000326%

0.001813%

0.001324%

0.001043%

0.413%

ROC per Scenar

Circ Water Pip

mrem/yr D

4.53E-12

4.28E-11

0.00E+00

0.00E+00

2.48E-10

4.07E-13

1.31E-08 6

8.18E-13

2.06E-11

6.70E-09 3

6.45E-16

5.72E-18

9.61E-24

1.39E-11

1.69E-10

2.77E-11

9.53E-11

2.57E-11

1.58E-13

rio

pe InSitu

Dose Fraction

0.022182%

0.209552%

0.000000%

0.000000%

1.215574%

0.001991%

64.004473%

0.004008%

0.101008%

32.818795%

0.000003%

0.000000%

0.000000%

0.067971%

0.825476%

0.135521%

0.466862%

0.125811%

0.000774%

1.961%