ML17194A330

E-Mail from Nike Williams, Zion Solutions, to John Hickman, NRC, Dated May 19, 2017, Forwarding Final Status Survey Release Record Rev 1. Auxiliary Building 542 Ft Embedded Floor Drain Pipe, and Tsd 17-004 Rev. 1, Operational Dcgls for FSS

ML17194A330
Person / Time
Site:	Zion  File:ZionSolutions icon.png
Issue date:	05/19/2017
From:	Williams N ZionSolutions
To:	John Hickman, Vaaler M Office of Nuclear Material Safety and Safeguards
References
Download: ML17194A330 (1)

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Hickman, John From:

Sent:

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Morning John, Marlayna, Nick Williams <dewilliamsl@energysolutions.com>

Friday, May 19, 2017 9:50 AM Hickman, John; Vaaler, Marlayna Gerard P. Van Noordennen

[External_Sender] TSD and Release Record 2017-05-18 05119A Release Record - Revision 1Final18May2017.pdf; 2017-05-18 TSD 17-004 Rev. 1 - Operational DCGL for FSS 05.18.17 Final.pdf I've attached our revision to the Ops DCGLs with las~ week's comments from Kar~n and L~ah addressed, including a fairly lengthy section on Base Case DCGLS from LTP Chapter 6 (6.6.8.1) that they had suggested we include. Also attached is the Aux. Drain Release Record with the additional detail on grouting that Leah had requested. For our discussion on dose in completed areas, although the release records for these areas have not been finalized, the estimated dose from the FSS results for Turbine and Crib House/Fore bay walls and floors is 0.727 mrem/yr and 0.002 mrem/yr, respectively (with considerable conservatism built into the model as well, i.e. at least a factor of 6 based on decay and near term well/land use assumptions).

As I mentioned yesterday if possible we'd like to get your feedback on these documents next week. Right now we expect

.to have internal reviews on LTP Rev 1 and RAls in to Licensing by June 1, with processing and submittal to NRC occurring the week of June 5th.

Thanks and have a great weekend-Nick PS-We are also working on a report of results on concrete fill surveys for John Clements bonald E. Williams Jr. (Nick)

VP-Radiological and Environmental Controls ENERGYSOLUT/ONS 151 Lafayette Avenue, Suite 201 Oak Ridge TN 37830 407 314-5414 1

ZionSolutions, LLC.

Technical Support Document TSD 17-004 I ~

ZIONSOLUTJONSLLc An EnorgySolurtons Company OPERATIONAL DERIVED CONCENTRATION GUIDELINE LEVELS FOR FINAL STATUS SURVEY Revision 1 05/18/17 PREPARED BY I DATE:

D. Wojtkowiak

--~-----------------

Radiological Engineer REVIEWED BY I DATE: _E_r_ic_L_. _D_ar_oi_s __

_,,_~~=---*'--"-~-----,----0_5_/1_8/_17 __

CHP APPROVED BY I DATE:

D. E. Williams Jr. (Nick) c.C7~~~_/--- 05/18/17 VP Rad & Environmental Controls *

.[0]

Zion Station Restoration Project.

• Technical Support Document

• TABLE OF CONTENTS TSD 17-004 Revision I

1. PURPOSE-***************************************************************************************************************************2

2. COMPLIANCE DOSE CALCULATION*********************************************************************-2

3. AREAS INCLUDED IN BAS~MENT DCGL CALCULATION******************************-3

4. OPERATIONAL DCGLS-************************************************************************************************6

5. BASIS FOR DETERMINING OPERATIONAL DCGLS------~----***'.*********'*****************11 6~ DETERMINATION OF A PRIORI DOSE FRACTIONS-******************************************15

7. OPERATIONALDCGL VALUES*-*******************************************************************************17 8 *. REFERENCES***************************************.-~****************************************************************************19

[I]

Zion Station Restoration Project Technical Support Document

1. PURPOSE

. TSD 17-004 Revision I Derived Concentration Guideline Levels (DCGLYare established to demonstrate compliance with the 25 mrem/yr unrestricted release criterion. DCGLs are calculated by analysis of various pathways (direct radiation, inhalation, ingestion, etc.), media (e.g., concrete, pipe, soils and groundwater) and scenarios through which exposures could occur. Chapter 6 of the Zion License Termination Plan (LTP) (Reference I) describes the approach, modeling parameters and assumptions used to develop the DCGLs (referred to as Base Case DCGLs) that will be used for the Final Status Survey (FSS) of the Zion Nuclear Power Station (ZNPS). Each Base Case DCGL represents a total dose of25 mrem/yr. At ZNPS, compliance is demonstrated through the summation of dose from four distinct source terms

• for the end-state (basements, soils, buried pipe and groundwater). Basements are comprised of the summation of four structural source terms (surfaces, embedded pipe, penetrations and fill). To ensure that the summation of dose from each source term is 25 mrem/yr or less after all FSS is completed, the Base Case DCGLs are reduced based on an expected, or a priori, fraction of the 25 mrem/yr dose limit from each source term. These reduced DCGLs will be called Operational DCGLs. This Technical Support Document (TSD) details the Operational DCGLs derived for each dose component and the basis for the applied a priori dose fractions.

2. COMPLIANCE DOSE CALCULATION Each radionuclide-specific Base Case DCGL is equivalent to the level of residual radioactivity (above background levels) that could, when considered independently, result in a Total Effective Dose Equivalent (TEDE) of25 mrem per year to an Average Member of the Critical Group (AMCG). When applied to backfilled basement surfaces below 588 foot elevation, embedded pipe and penetrations, the DCGLs are expressed in units of activity per unit of area (pCi/m2). When applied to soil, the DCGLs are expressed in units pf activity per

• unit of mass (pCi/g). For buried piping, DCGLs are calculated and expressed in units of activity per surface area ( dpm/100 cm2)..

There are four distinct source terms for the end-state at Zion: backfilled basements, soil, buried piping and groundwater. Demonstrating compliance with the dose criterion requires the summation of dose from the four source terms as shown in Equation I (reproduced from Equation 6-11 from L TP Chapter 6, section 6-17).

The final compliance dose will be calculated using Equation 1 after FSS has been completed in all survey units. The results of the FSS performed for each FSS unit will be reviewed to determine the maximum dose from each of the four source terms (e.g., basement, soil, buried pipe and existing groundwater if applicable) using the mean of FSS results. The compliance

. dose must be less than 25 mrem/yr. The dose contribution from each Radionuclide-of-Concern (ROC) is accounted for using the Sum-of-Fractions (SOF) to ensure that the total dose from all ROC does not exceed the dose.criterion.

[2]

• Zion Station Restoration Project Technical Support Document TSD.17-004 Revision 1 Equation 1 Compliance Dose =(Max SOF8 + Max SOFs + Max SOF8 p + Max SOFGw)

• 25 mrem/yr where:

Compliance Dose Max SOFs Max SOFs Max SOFsp Max SOFaw must be less than or equal to 25 mrem/yr, Maximum mean SOF for backfilled Basement FSS unit (including surface, embedded pipe, penetrations and fill [if required]),

Maximum me<J.n SOF for open land survey units, Maximum mean SOF from buried piping, Maximum mean SOF for from existing groundwater "Maximum mean" is defined as maximum dose using the mean of FSS results.

The dose for the "Max SOFaw" term will be determined based on the analysis of water samples taken from sample wells established at and around Zion. There has been no

• groundwater contamination identified by the groundwater monitoring program to date at Zion. It is expected that the potential for future groundwater contamination is also very low; The dose for the "Max SOFs" and "Max SOF8p" variables will be determined.based on the result of FSS.

The dose for the "Max SOF8" variable includes the dose contributions from walls and floors (including the steel liner in Containment and the surface of the Circulating Water Intake Pipe

. [see section 3]), defined as.structural surfaces. The dose contributions from embedded P.ipe, penetrations and concrete fill (applicable where clean concrete debris is used as fill) are also included iffthe Max SOF 8 variable. Each of these dose components are surveyed separately during FSS. The summation of the mean dose from each of these dose components provides the total backfilled basement dose for the Basement FSS unit. The backfilled basement with the maximum mean SOF will be used for the "Max SOFs" variable in Equation 1.

3. AREAS INCLUDED IN BASEMENT.DCGL CALCULATIONS The* following discussion summarizes the information described in LTP Chapter 6, section 6.6.8.1. Operational DCGLs are assigned to each of the areas included in the Base Case DCGL c~lculations.

A Base Case DCGL was calculated for each basement surface survey unit. A "surface" included all concrete walls and floors of the basements or the steel liner on the walls and floors of Containment and the Circulating Water Intake Pipe. The areal extent of the walls and floors is the "surface area" and includes both volumetric and surface contamination, within the defined area. Embedded pipe and penetrations within or interfacing each basement structure were designated as separate survey units, with separate Base Case DCGLs.

[3]

Zion Station Restoration Project Technical Support Document TSD 17-004 Revision 1

• Basement surface area adjustments are required to ensure that the DCGLs account for the contribut~on of residual radioactivity from basements/structures that cannot, on their own, support a water supply well but are hydraulically connected to a basement that can support a well. These include the Circulating Water Intake Pipes, Circulating Water Discharge Tunnels (and associated piping), Buttress Pits/Tendon Tunnels,.and the SFP/Transfer Canal.

The surface area adjustments result in lowering the DCGL concentrations (pCi/m2) in the affected basements and structures, from that which would be calculated for each individually, by requiring the allowable total activity to be uniformly distributed over the larger, combined surface areas.

The first area adjustment was to the Turbine Basement and Crib House/Forebay. The modeled activity in the Circulating Water Intake Pipes is included in both the Crib

• House/Forebay and the Turbine Basement. The modeled activity in the Circulating Water Discharge Tunnels is included with the Turbine Basement. The Intake Pipe has been grouted essentially eliminating the hydraulic connections. The major hydraulic connections between the Discharge Tunnels and the Turbine basement will be isolated as a part of the decommissioning process but two 48 inch diameter ser\\rice water pipes that run between the.

Turbine Basement and the Discharge Tunnels will remain open and maintain the hydraulic

• connection, at least to some extent. In calculating the Base Case DCGLs, the hydraulic connections to the Intake Pipe and Discharge Tunnels were assumed to be fully regained in the future after degradation of the isolation barriers and grout.

The Base Case DCGLs account for the activity in the Intake Pipes and Discharge Tunnels by summing the surface areas with the connected structures. The Intake Pipe surface area was added to the Crib House/Forebay. The Intake Pipe was also connected to the Turbine baseme.nt and therefore, the Intake Pipe surface area is also added to the Turbine Basement.

The modeled activity in the Intake Pipe is conservatively assumed to be in both basements simultaneously. The Discharge Tunnel surface area is added to the Turbine Basement.

There is also a group of pipes that are within the Turbine building and connected to the Discharge Tunnels including the remaining portions of the 12 foot diameter down-comer pipes, the 36 inch and 48 inch diameter standpipes, and the 48 inch diameter service water return pipes. There are also large diameter pipes on the east side of the Discharge Tunnel Valve House. The internal surface areas of these "Circulating Water Discharge Pipes" were also added to the summed area used for the Turbine Basement Base Case DCGL.

The summed areas were then used to calculate the Base Case DCGLs for the Crib House/Forebay and Turbine Basement. Increasing the surface area decreases the Base Case DCGLs. The lower of the Base Case DCGLs calculated for the Crib House/Forebay and Turbine Basement were applied to the Intake Pipes and Discharge Tunnels. However, this is a minor distinction given that FSS measurements in the Intake Pipe have all been below detection limits which are orders of magnitude below the DCGLs. The Discharge Tunnel will be included in the dose assessment for the Turbine Basement. The Intake Pipe FSS

[4]

Zion Station Restoration Project Technical Support Document TSD 17-004 Revision 1 results will be included with both the Crib Hous'e/Forebay and Turbine Basement dose assessments. As di~cussed above, the surface area adjustment, and corresponding Base Case DCGL calculations, co°:servatively assume that the activity in the. Intake Pipe is in both the Turbine and Crib House/Forebay Basements simultaneously. The Buttress Pits and Tendon Tunnels are hydraulically connected to the Steam Tunnels. The surface areas ofthes,e structures were therefore added to the Turbine Basement.

An area adjustment was also performed to account for the contribution of residual

• radioactivity in the SFP/Transfer Canal to the groundwater pathway.* The potential for the residual radioactivity in the SFP/Transfer Canal to contribute to the groundwater pathway is accounted for by adding the SFP/Transfer Canal surface area to the Containment Basement and Auxiliary Basement surface areas. The surface area adjustment, and corresponding Base Case DCGL calculations, conservatively assume*that the modeled activity in the SFP/Transfer Canal is in both the Containment and Auxiliary Basement simultaneously.

Tables 1 reproduces Tables 6-23 from L TP Chapter 6. The Base Case DCGLs for basement surfaces were calculated using the adjusted (i.e. increased) surface areas in Table 1.

Table 1 Adjusted Basement Surface Areas for DCGL Calculation - (from L TP Chapter 6, Table 6-23)

I

,I

'I

'I Total

'I Basement i

• Structures Included in Calculation,

Adjusted I'

i

.. m2 Containment Containment+ SFP/Transfer Canal 3,482 Auxiliary Auxiliary + SFP/Transfer Canal 7,226 Turbine+ Circulating Water Discharge Tunnel+

Turbine Circulating Water Intake Pipe+ Circulating Water 27,135 Discharge Pipes + Buttress Pits/Tendon Tunnels Crib House/Forebay Crib House/Forebay +Circulating Water Intake 18,254 Pipe SFP/Transfer Canal SFP/Transfer Canal 723 WWTF WWTF 1,124 The end state will include embedded piping and penetrations. Embedded pipe and penetrations have separate Base Case DCGLs. The survey units for embedded pipe and penetrations are presented in Table 2, which is reproduced from Table 5-15 from LTP Chapter 5.

[5]

Zion Station Restoration Project Technical Support Document

• TSD 17-004 Revision 1 Table 2 Embedded Pipe and Penetration Survey Units - (from LTP Chapter. 5, Table 5-15)

Basement FSS Unit:

Auxiliary Building Basement Containment Basement SFP/Transfer Canal Turbine Building Basement

,... Emb_edded Pipe

• Basement Floor Drains (542 ft.

elevation)

• Unit 1 and Unit 2 In-Core Sump Drains (541 ft. elevation)

• Unit 1 and Unit 2 Tendon Tunnel Drains (I)

NIA

• Unit 1 and Uri.it 2 Basement Floor Drains (560 ft. elevation)

• Unit 1 arid Unit 2 Steam Tunnel Floor Drains (570 ft. elevation)

• Unit 1 and Unit 2 Tendon Tunnel Drains (I)

Penetrations

• Auxiliary Building Penetrations

• Containment Penetrations

• SFP/Transfer Canal Penetrations - I

• Turbine Penetrations (1) Buttress Pits/Tendon Tunnels hydraulically connected to Steam Tunnel/Turbine Building so include with Turbine Building as well as Containment

4. OPERATIONAL DCGLS Each Base Case DCGL equates to 25 mrem/yr. To ensure that the summation of dose from

. each source term in Equation 1 is less than the 25 mrem/yr dose criterion after all FSS is completed, the Base Case DCGLs for each source term is reduced to correspond to an expected, or a priori, fraction of 25 mretn/yr. The summation of the assigned a priori fractions is one, i.e., 25 mrem/yr. The reduced DCGLs are the Operational DCGLs.

The ROC concentration for each systematic sample/measurement taken in each soil and buried pipe,FSS unit will be divided by its applicable Operational DCGL (OpDCGLss for surface soil, OpDCGLs8 for subsurface soil and OpDCGL8r for buried pipe) to derive a SOF for the ROC. The actual recorded value will be used as the recorded FSS result for all measurement and/or sample values including those that are less than the Minimum Detectable Concentration (MDC).. The SOF for each ROC will be summed to derive a SOF that represents the sample/measurement. The Sign test will be performed separately on each FSS unit using the Operational DCGLs to derive the SOF for each sample/measurement which is used as the weighted sum (W s) for the test.

The a priori dose fraction assumed for groundwater is based on the MDC for groundwater

• analysis, which results in a dose of 1 mrem/yr (or a dose fraction of 0.040).

The a priori dose from clean concrete fill is predetermined in accordance with LTP Chapter 5, Table 5-16, and is currently based on a maximum allowable MDC of 5,000 dpm/100cm2, which is a conservative assumption. This is solely a bounding value and not indicative of the

[6]

• Zion Station Restoration Project Technical Support Document TSD 17-004 Revision 1 actual MDC values experienced when unrestricted release surveys (URS) were performed on the concrete, which were significantly lower. After all URS have beeh completed on the remainder of the concrete that will be reused as clean fill, the dose from fill in Table 5-16.

will be recalculated based on the actual maximum MDC observed during the performance of the URS.

For structural surfaces, embedded pipe and penetrations, the ROC concentration in each systematic sample/measurement taken in each PSS unit will be divided by its applicable Operational.DCGL (OpDCGL8 for structural surfaces; OpDCGLEP for embedded pipe and OpDCGLPN for penetrations) to derive a SOP for the ROC. The SOP for each ROC will be summed to derive a SOP that represents the sample/measurement. The Sign test will be performed separately on each Basement PSS dose component using the Operational DCGLs to derive the SOP for each sample/measurement which is used as the weighted sum (Ws) for

• the test.

With the exception of the areas described below, for all dose components (basements, soil and buried pipe), ifthe SOP for a systematic sample/measurement (based on the Operational DCGL) exceeds "one", or "0.5 in a Class 3 survey unit, then an investigation will be initiated in accordance with LTPChapter 5, section 5.6.4.6 (Table 5-20). For basement surfaces, the MDC of the In Situ Object Counting System (ISOCS) is more than i;tdequate to detect the ROC at the investigation levels. In Class 3 and Class 2 PSS units, the result of the investigation may prompt the reclassification of the survey unit (or a portion of the survey unit).

The PSS of the Turbine Basement walls and floors (which includes the Discharge Tunnels) and the Crib House/Forebay Basement walls and floors was completed prior to issuance of this TSD or L TP Rev 1. The areas have been backfilled and are no longer accessible.

Therefore, investigation levels applicable to the PSS of ~he Turbine Basement and Crib House/Forebay basement walls and floors were based on tli.e Base Case DCGL and the LTP Rev O.surrogate ratios used for PSS data assessment prior to backfill (i.e. mean values as opposed to very conservative maximum values in LTP Rev 1). However, the compliance dose from these areas will be calculated using the methods and surrogate ratios described in LTP Rev 1 and this TSD. Although the release records for these areas have not been finalized, the e.stimated dose from the PSS results for Turbine and Crib House/Forebaywalls and floors is 0.727 mrem/yr and 0.002 mrem/yr, respectively.

In a Class 1 PSS unit, the SOP (based on the Operational DCGL) for a systematic sample/measurement(s) may exceed one without remediation as long as the survey unit passes the Sign Test and the SOP for the sample/measurement(s) does not exceed one when using the Base Case DCGLs. If the survey does not pass the Sign Test (using Operational DCGLs), then further remediation will be performed.

[7]

Zion Station Restoration Project Technical Support Document TSD 17-004 Revision 1 The results of any judgmental sample/measurements will also be compared to the Operational DCGL. As with a systematic sample/measurement, any judgmental sample/measurement that exceeds a SOF of one, or 0.5 in a Class 3 survey unit, will prompt an investigation, reQlassification-and/or resurvey as applicable. However, remediation will not be required unless the sample/measurement exceeds unity when compared to the applicable Base Case DCGLs. Dose from judgmental samples will be accounted for in accordance with LTP Chapter 5, section 5.2.9.

Once a FSS unit passes the Sign test, the mean concentration for each ROC based ori the systematic sample/measurements will be divided by the. applicable Base Case DCGL to derive a mean SOF for each ROC (with LTP Chapter 5 Equation 5-9 applied as applicable).

The mean SOF for each ROC is then summed to derive a mean SOF for the survey unit.

where:

Equation 2 n

SOFM = I ConcRoc

_ Base Case DCGLRoc t=l Cone Roe DCGLRoc Mean SOF for survey unit (based on systematic statistics) using Base Case DCGLs

. Mean concentration for each ROCi Base Case DCGL for ROCi Areas of elevated activity in Class 1 survey units in excess of the Operational DCGLs but less than the Base Case DCGL will be evaluated both individually and in total. Locations identified by measurement or sample analyses which exceed the Operational DCGL will be subjectto additional surveys to bound the elevated area. If the elevated area is identified by an ISOCS measurement, then the Field-of-View (FOV) of the ISOCS measurement can be used as the size of the elevated area. In this case, the extent of the investigation may be as simple as ensuring that the surrounding ISOCS measurements are less than the investigation level.

The mean concentration for each ROC will be determined specific to each elevated area identified by a systematic measurement. The mean concentration for each ROC for the survey unit will subtracted from the mean concentration for each ROC specific to the elevated area. The difference will then be divided by the applicable Base Case DCGL to derive a mean SOF that represents the elevated area using an area-weighted approach. See equation 3 below.

[8]

Zion Station Restoration Project Technical Support Document TSD 17-004 Revision 1 where:

SOFsElev =

SOFsEtev Equation 3 SOF for elevated area (identified by systematic measurement) using Base Case DCGLs ConcROc£J"' = Concentration for each ROC in elevated area ConcRoo1'"" = Mean concentration for each ROC from systematic measurements DCGLiwc Base Case DCGL for ROC SAEtev SAsu surface area of the elevated area surface area of FSS unit (for Basement FSS units, adjusted surface area for DCGL calculation from Table 1)

For elevated areas identified by judgmental samples, the SOF will be adjusted using an area-

• weighted appr,oach. See equation 4 below.

• where:

Equation 4 n

LSAElev SO Ff Elev Ad. =

SA

• SOFJElev 1

SU t=l SOFJE/evAdj SAsu SOFJElev Area adjusted SOF for judgmental measurement/sample surface area of the elevated area identified by the judgmental measurement/sample surface area of FSS unit (for Basement FSS units, adjusted surface area for DCGL calculation from Table 1)

Sum of fraction for elevated area identified by the judgmental measurement/sample (i) using Base Case DCGLs

• The SOF for the survey unit is then derived by the summation of the SOF for the mean ROC concentration and the elevated areas identified by systematic and/or judgmental measurement/samples. See equation 5 below.

[9]

Zion Station Restoration Project Technical Support Document TSD 17-004 Revision 1 where:

Equation 5 SOFsu = SOFM + SOFsszev + SOFJElevAdf SOFsu SOFM.

SOFsEtev SOFJElevAdj SOF for the survey unit

= Mean SOF for survey unit (based on systematic statistics)

= Area adjusted SOF for elevated area (identified by systematic measurement)

Area adjusted SOF f9r judgmental measurement/sample The SOF for the survey unit (SOFsu) is then multiplied by 25 mrem/yr to derive the dose for the FSS unit. For Basement FSS units, the dose for each dose component (structural surfaces, embedded pipe and penetrations) is summed and added to the applicable fill dose to

• derive the total dose for the Basement FSS unit.

In Class 1 open land FSS units, any areas of elevated residual radioactivity above the DCGLEMC will be remediated. The DCGLEMC calculation for soils will use Base Case DCGLs (DCGLss from Table 4 and/or DCGLs8 from Table 5). Note that the soil FSS unit must pass the Sign Test using Operational DCGLs for this to occur. In Class 1 buried pipe, any residual r~dioactivity greater than the Base Case DCGL for buried pipe (DCGLBP from Table 6) will be remediated. In all Class 1 structural surfaces, any residual radioactivity greater than the Base Case DCGLs for structures (DCGL8 from Table 3) will be remediated.

For all Class 1 embedded pipe and penetrations, any residual radioactivity greater that the Base Case DCGLs for embedded pipe (DCGLEpfrom Table 7)*or penetrations (DCGLpN from Table 8) will be remediated. Any residual radioactivity in Class 1 embedded pipe and penetrations greater than the Base Case DCGLs for the structural surfaces (DCGLB from Table 3) where the pipe or penetration interfaces will require further remediation and/or grouting of the pipe. *

[1 O]

I I

Zion Station Restoration Project Technical Support Document TSD 17-004 Revision I

5. BASIS FOR DETERMINING OPERATIONAL DCGLS The Base Case DCGLs from LTP Chapter 5 are reproduced as follows; Table 3 Base Case Basement DCGLs (DCGL8) -:-- (from LTP Chapter 5, Table 5-3)

I

.,Auxiliary, Containmellt. SFP/Transf~r

' Turbine:

,. Crib House.

WWI'F Nuclide Building Canal Building.

/Forebay (pCi/m2),.

/' '(pCi/m2)

., (pCi/m2)

(oCi/ml,)

(0,Ci/m2)

(oCi/mh H-3 5.30E+08 2.38E+08 2.38E+08 l.29E+08 l.93E+08 l.71E+07 Co-60 3.04E+08 l.57E+08 l.57E+08 7.03E+07 5.52E+07 2.83E+07 Ni-63 l.15E+IO 4.02E+09 4.02E+09 2.18E+09 3.25E+09 2.89E+08 Sr-90 9.98E+06 l.43E+06 l.43E+06 7.74E+05 l.16E+06 l.03E+05 Cs-134 2.l 1E+08 3.01E+07 3.0IE+07 l.59E+07 2.13E+07 2.31E+06 Cs-137

l. I 1E+08 3.94E+07 3.94E+07 2.l IE+07 2.96E+07 2.93E+06 Eu-152 6.47E+08 3.66E+08 3.66E+08 l.62E+08 l.23E+08 7.55E+07 Eu-154 5.83E+08 3.19E+08 3.19E+08 1.43E+08 l.12E+08 5.74E+07 Note 1:

The DCGL for the SFP/Transfer Canal was set equal to the lower of either the Auxiliary Building or Containment DCGLs. The Containment DCGLs were lower for all ROG; therefore, the SFP/Transfer Canal DCGLs were set equal to Containment DCGLs.

Table 4 Base Case DCGLs for Surface Soils (DCGLss) - (from LTP Chapter 5, Table 5-4)

Surface Soil DCGL RadiOnuclide

, (pCi/g).

Co-60 4.26 Cs-134 6.77 Cs-137 14.18 Ni~63 3572.10 Sr-90 12.09 Table 5 Base Case DCGLs for Subsurface Soils (DCGLs8 ) -: (from L TP Chapter 5, Table 5-5)

Radionuclide Subsurface Soil DCGL r;(pCi/g)

Co-60 3.44 Cs-134 4.44 Cs-137 7.75.

Ni-63 763.02 Sr-90 1.66

[11]

Zion Station Restoration Project Technical Support Document TSD 17-004 Revision 1

• Table 6 Base Case DCGLs for Buried Pipe (DCGL8p) - (from L TP Chapter 5, Table 5-6)

Buried Piping DGGL.

Radionuclide.

,,/'\\.,,,

'"4 ;.,('

• ~

• ~ '. (dprnfl09 cm2f Co-60

• 2.64E+04 Cs-134 4.54E+04 Cs-137 l.01E+05 Ni-63 4.89E+07 Sr-90 4.50E+04 Table 7 Base Case DCGLs for Embedded Pipe (DCGLEr) - (from L TP Chapter 5, Table 5-7)

Auxiliary Bldg.

• • Radionuclide *

• H-3 Co-60 Ni-63 Sr-90 Cs-134 Cs-137 Eu-152 Eu-154

• **Basement

~mbe:dded*'

• Floor J)rains NIA 7.. 33E+09 2.78E+ 11 2.41E+08 5.10E+09 2.68E+09 NIA NIA

• • Turbine Bldg.

Basement Embedded'*

Floo~ Drai~s

.i *}"* ;* '.

~

lPCilm2)

NIA 6.31E+09 l.96E+l 1 6.94E+07 l.43E+09 l.89E+09 NIA NIA

Unit 1 &'Uiiiti

.Containment In~

c~re sump

• Embedded

• Unin:& Unit.2 Steam Tun'nel

.;Embedded.

Floor;Drains 1';

• Drain Pipe,.:;>.

-'(uCi/m~)

• • <uC~m2):

8.28E+09 NIA 5.47E+09 4.07E+IO l.40E+l 1 l.26E+12 4.98E+07 4.48E+08 l.05E+09 9.22E+09 l.37E+09 l.22E+IO l.28E+10 NIA 1.l!E+lO NIA

• unit 1~& *unit 2,

Tendon Tunnel

.. Embedded

'~

,, Flopr Dra~ns *.

(J}Ci/m2) l.61E+10 l.06E+10 2.72E+l l 9.70E+07 2.04E+09 2.67E+09 2.48E+10 2.16E+10 Table 8 Base Case DCGLs for Penetrations (DCGLrN) - (from LTP Chapter 5, Table 5-8)

)

Contafoment

• SFP/.

.Turbine*

. Crib House/,: :W:WTF.

'.. Transfer**

• • ,:Bldg.*'.

Foreliay *

'-/

/*'*'

Ca..nal.

s:Y, : ;:*

t, ;.. >... "

.

(pcvu{

2>.

(pcilm2). * *

<Pci1J2)

(pCi/m2)

H-3 3.99E+09 3.42E+09 4.84E+16 3.23E+09 NIA NIA Co-60 8.82E+07 2.26E+09 4.45E+08 l.76E+09 NIA NIA Ni-63 6.79E+10 5.78E+10 l.86E+14 5.48E+10 NIA NIA Sr-90 2.41E+07 2.06E+07 9.26E+10 l.94E+07 NIA NIA Cs-134 3.28E+08 4.32E+08 7.48E+08 4.00E+OS NIA NIA Cs-137 6.17E+08 5.66E+08 1.46E+09 5.29E+08 NIA NIA Eu-152 3.29E+08 5.26E+09 9.44E+08 4.06E+09 NIA NIA Eu-154 2.33E+08 4.58E+09 8.53E+08 3.58E+09 NIA NIA n2J

Zion Station Restoration Project Technic.al Support Document TSD 17-004 Revision 1 As the Base Case DCGLs represent the dose criterion, a reduction is requited to ensure compliance with Equation l. The reduced DCGLs, or "Operational" DCGLs can be related to the Base Case DCGLs as an expected fraction of dose based on an a priori assessment of what the expected dose should be based on the results of site characterization, process

. knowledge and the extent of planned remediation.

Dexp t=-zs where:

f

• Dexp 25 Equation.6 a priori expected fraction of dose a priori expected dose based on characterization, process knowledge a~d the extent of planned remediation 25 mrem/yr dose criteria for unrestricted release 5.1. Operational DCGLs for Basement FSS Units An a priori fraction of dose will be applied to each source term in a basement FSS unit (structural surfaces, embedded pipe and penetrations). The a priori fraction of dose for

• the fill variable is determined by dividing the appropriate assigned dose from fill in LTP Chapter 5, Table 5-16, by 25 mrem/yr.

The sum of the a priori fraction of allowable dose for a basement FSS unit ifBasemenr),

including the dose assigned from the use of co11crete debris as "fill (Table 5-16) is; Equation 7 fsasement = fs + f PN + fEP + fcF where:

fs fPN fEP fcF a priori fraction of dose for structure surfaces a priori fraction of dose for penetrations a priori fraction of dose for embedded pipe a priori fraction of dose for concrete fill (LTP Chapter 5, Table 5-

16)

Operational DCGLs for Basement FSS units are derived by multiplying the applicable Base Case DCGL (DCGL8 from Table 3, DCGLEP from Table 7 or DCGLPN from Table 8) by the a priori fraction of allowable dose for each basement dose component with area considerations indicated by LTP Chapter 5, Equation 5-9 incorporated as

• applicable. The Operational DCGL is then used as the DCGL for the FSS design of the survey unit( calculation of surrogate DCGLs, investigations levels, etc.).

[13]

Zion Station Restoration Project Technical Support Document TSD 17-004 Revision 1 As stated previously, the dose from fill is currently based on a maximum allowable MDC of 5,000 dpm/100cm2. After all URS have been completed on the remainder of the concrete that will be reused as clean fill, the dose from fill in Table 5-16 will be recalculated based on the actual maximum MDC observed during the performance of the URS.* At that time, this TSD will be revised to incorporate the revised fracti6n for fill for the/Basement term using the actual maximum observed MDC.

5.2. Operational DCGLs for Soil and Buried Pipe FSS Units The same process described above for the determination of.operational DCGLs for Basement FSS units will also be applied to the site compliance equation. An a priori fraction of dose will be applied to soils and buried pipe such that the sum of the expected fraction of allowable dose for soils, buried pipe and groundwater, when added to the maximum a priori dose from basement structures, is less than or equal one.

Equation 8 I.

1 ~ fsasement + !soil + fsp + few where:

/Basement hoil fsp faw a priori fraction of dose for maximum basement survey unit a priorifraction of dose for maximum soil survey unit a priori fraction of dose for maximum buried pipe survey unit a priori fraction of dose for maximum groundwater Once the FSS of basements is complete, an actual fraction of allowable dose will be calculated for each Basement FSS unit based on the measured mean SOF for each ROC and the SOF from elevated and/or judgmental measurements. The actual fraction of allowable dose from the Basement FSS unit with the highest dose will be used in Equation 4 for the /Basement term. It is anticipated that the actual maximum dose fraction will be significantly less than the a priori fraction used to derive the Operational DCGLs, mostly due to conservative assumptions used for remediation effectiv~ness. If the actual maximum dose fraction for basements exceeds the a priori fraction, then additional remediation will be required to reduce the actual maximum dose fraction to a level less than or equal to the a priori fraction value.

When Basement FSS is completed, the actual fraction of allowable dose from the Basement FSS unit with the highest dose will be subtracted from the a priori fraction assigned to basements and the difference will be allocated to the a priori fractions for soil (fs0u) and/or buried pipe ([Bp ). This TSD (Revision 1) will be revised at that time to reflect the new a priori dose fractions and new Operational DCGLs for soil and buried pipe (Revision 2). All FSS performed on soil and buried pipe survey units prior to the completion of FSS of all Basement survey units will comply with the Operational DCGLs documented in Revision 1 of this TSD.

[14]

Zion Station Restoration Project Technical Support Document

6. DETERMINATION OF A PRIORI DOSE FRACTIONS TSD 17-004 Revision 1 Using the results of characterization data, process knowledge and the extent of expected remediation, the a priori dose fractions assigned to each basement dose component are presented

• in Table 9. The fractions were determined based on URS survey results for backfilled materials or the mean concentrations for each ROC measured during characterization.or FSS and also takes into account anticipated remediation for ALARA purposes. These fractions will be. used as the a priori fractions for determining operational DCGLs for basements (structural surfaces, embedded pipe and penetrations).

The maximum a priori total dose fraction for a basement FSS unit when summing each dose component fraction within each basement is 0.448. This is the value that will be currently applied to the site compliance equation for the expected fraction of dose for the maximum basement survey unit variable ifBasement)* The remaining dose fraction for the compliance equation, assuming/Basement at 0.448, is 0.552. The expected fraction of dose for the groundwater term ifcw) due to instrument MDC is assumed to be 0.040. The remaining dose fraction of 0.512 is distributed between soil and buried pipe at 0.256 each. FSS surveys of open land and buried pipe survey units performed prior to the completion of the FSS of structures will be performed using these a prlori fractions and the resulting Operational DCGLs (Revision 1 of this TSD).

Once the FSS of structures is complete, the soil and buried pipe Operational DCGLs will be revised by incorporating the difference between the a priori fraction of dose for the maximum basement (/easement) and the actual fraction of dose for the maximum basement as measured by FSS results.

For example, if following FSS, the maximum dose attributed to a backfilled basement based on the mean SOF for each ROC equals 10 mrem/yr (summation of mean dose from structures, embedded pipe, penetrations and fill), with a corresponding actual fraction of allowable dose of 0.400. The a priori dose fraction for structures ifsasement) was 0.448. In this example, the difference between the a priori dose fraction (0.448) and the measured dose fraction (0.400) would be 0.048. This difference would then be added to increase the a priori dose fraction for soils (fs0u), the a priori dose fraction for buried pipe (fsp), or a combination of both by 0.048.

The establishment of final soil and buried pipe Operational DCGLs will be documented in a revision to this TSD and in subsequent FSS survey design packages and release records.

Revision of any completed release records for any FSS performed prior to the establishment of final soil and buried pipe Operational DCGLs will not be necessary as the Operational DCGLs used will be based on a lower a priori dose fraction (in accordance with Revision 1 of this TSD).

[15]

Table 9 a priori Dose Fractions (/) for Basements

,Surfaces Embedded Pipe

, Penetrations..,

Fill lfn\\

' (f/lP CFpN (fcF

7; Fraction Fraction Fraction*

Fractio~"'

Total Basement FSS Unit Dose Component of25 Dose of25.

Dose or2s Dose of25 if*~"?'"*>

mrem/yr Component mrem/yr Component mrem/yr

'Component mrem/yr dose limit dose limit dose limit doselilnit Auxiliarv Buildinl! Basement Floors and Walls 0323 Floor Drains 0,007')

Penetrations 0.078 Fill 0,040 0.448 Floors and Walls (Total) 0-209 In-Core Sump 0,080 (Dose Fraction Allocation bv Area)

Drain Unit 1 Containment Basement Floors and Walls Above 565 f\\,

I 0.125 Tendon Penetrations 0.068 Fill 0-,071 0.448 Under-Vessel Area I

0,084 Tunnel Drain 0.020 Floors ana Walls (Totall I

0.209 ln*Core Sump 0.080 illose Fraction Allocation bv Areal Drain

• Unit 2 C~ntainment Basement Floors and Walls Above 565 ft.

0.125 Tendon Penetrations 0.068 Fill 0.071 0.448.

Under-Vessel Area 0,084 Tunnel Drain 0.020 SFPffransfer Canal Floors and Wallsl!)

0.209 NIA NIA Penetrationsur 0.233 Fill 0.006 0.448 Floors and Walls,.Circulating Water Intake Pipe. Circulating 0.145 560 ft Floor 0.040 Water Discharge Pipe (Total)

Drains (Dose Fraction Allqcation by Area)

Ul Steam 0.040 Tunnel Drains Turbine'~uildiug BasemCr,1i4>,*" *"

Discharge Tunnel Wall/Floor 0,075 U2 Steam 0.040 Tunnel Drains Penetrations 0.080 Fill 0.063 0.448 UlTendon 0.020 Turbine Walls/Floors. Buttress Pitffendon TUnn~ls, Circulating 0,070 Tunnel Drain Water Intake Pipe, Circulating Water Discharge Piping U2 Tendon 0.020 Tuniiel Drain Crib House/Forcbayl*

Floors and Walls( J 0.385 NIA NIA NIA NIA Fill 0,063 0.448 wwrF Floors and Walls1 J 0.192 NIA NIA NIA NIA Fill 0.256 0.448 (1)

The FSS of the Aux1hary Bmldmg 542 ft. embedded floor dram has been completed. The FSS results produced a mean SOF of 0.1696, equatmg to a dose of 4.2410 mrem/yr. Followmg FSS. the Aux1hary Buildi~g 542 ft. embedded floor drains were bl'fOuted to refusal. The a priori dose fraction is based on a conservative estimate of diffusion release through the grout and the FSS dose.

(2)

SFP/Transfer Canal Floor/Wall dose set equal to Containment Floor/Wall dose to ensure Operation DCGL is equal to the lesser of Containment or Auxiliary Basement Operational DCGL. consistent with approach

_used to calculate SFP/Transfer Canal DCGL in L TP Rev 1 section 6.6.8.1 and Footnote (1) to LTP Rev I Table 6-26.

(3)

Dose fraction by calculation only to add margin allowed to sum basement dose to maximum basement dose of0.448. Actual dose estimate is less.

(4)

At the time when this table was generated. the data collection portion of the FSS of.the Turbine Building floors and walls. the 560 foot floor drains, Crib House and Circulating Water Discharge Tunnel has been completed~ however the Release Records have not been completed. Note that although the release records for these areas have not been finalized, the estimated dose from the FSS results for Turbine and Crib House/Forebay walls and floors is 0.727 mrem/yr and 0.002 mrem/yr, respectively.

[16]

7. OPERATIONAL DCGL VALUES Operational DCGLs are derived by multiplying the Base Case DCGLs (Table 3 through Table 8) by the applicable a priori fraction of dose in Table 9.

The structural surface dose component for Unit 1 and Unit 2 Containment structural surfaces are further divided into two distinct areas, the surface area above the 565 ft. elevation and the Under-vessel Area below the 565 ft. elevation. The 565 ft. elevation is the location of the steel liner once the 3 feet of concrete has been removed from the Containment 568 ft. floor. The structural surfaces in the Turbine Building are also divided into two distinct areas, the summation of the surface area for the floors and walls, the buttress pits, the tendon tunnels, the Circulating Water Discharge Pipe and the Circulating Water Intake Pipe and the surface area attributed to the Circulating Water Discharge Tunnels (see Tables 1 and 2). In these cases, the Operational DCGLs were calculated using a weighted average approach using the following equation.

Equation 9 (Arearotal)

DCGL0 p = DCGL8 c

• f8

• A reasurf where; DCGLop DCGLsc Is Arearoral Areasuif Operational DCGL Base Case DCGL a priori Dose Fraction for Structural Surface area (from Table 9)

Total Area of all Structural Surfaces in Basement FSS unit (from LTP Chapter 5, Table 5-18) in m2 Surface Area of the specific structural surface area (e.g. In-Core Area =

294 m2, Discharge Tunnel= 4,868 m2) or, the Total Area minus the Surface Area of the specific structural surface area (e~g. total Containment Area of3,482 m2 minus the In-Core Area'of294 m2 = 3,188 m2 or, total Turbine Area of27,135 m2 minus the Discharge Tunnel Area of 4,868 m2

= 22,267 m2

[I 7]

Zion Station Restoration Project Technical Support Document The operational DC.GLs for FSS at Zion are presented in the following tables; Table 10 Operational Basement DCGLs (OpDCGL8) (pCi/m2)

ROC Auxiliary Unit 1 Containment Unit 2 Containment

.,,. Building

'. (above565 ft)

Under-Yessel

• .;(above 565 ft)

.. Under-vessel H-3 l.71E+08 3.25E+07 2.37E+08 3.25E+07 2.37E+08 Co-60 9.81E+07 2.15E+07

. l.56E+08 2.15E+07 1.56E+08 Ni-63 3.71E+09 5.50E+08 4.00E+09 5.50E+08 4.00E+09 Sr-90 3.22E+06 l.96E+05 1.42E+06 l.96E+05 1.42E+06 Cs-134 6.81E+07 4.12E+06 2.99E+07 4.12E+06 2.99E+07 Cs-137 3.58E+07 5.39E+06 3.92E+07 5.39E+06 3.92E+07 Eu-152 2.09E+08 5.00E+07 3.64E+08 5.00E+07 3.64E+08 Eu-154 1.88E+08 4.36E+07 3.17E+08.

4.36E+07 3.17E+08 Table 10 (con't)

Operational Basement DCGLs (OpDCGL8) (pCi/m2)

-yr

'furb4J.e Building ":.

ROC (Floors;,

• ; (C~rc.Water Crib House/

WWTF*

• Walls) (1)

. Discharge Forebay

,/'

Tunnel)

H-3 l.10E+07 5.39E+07 7.43E+07 3.28E+06 Co-60 5.9SE+06 2.94E+07 2.l3E+07 5.43E+06 Ni-63 l.85E+08 9.11E+08 1.25E+09 5.55E+07 Sr-90 6.58E+04 3.24E+05 4.47E+05 1.98E+04 Cs-134 1.35E+06 6.65E+06 8.20E+06 4.44E+05 Cs-137 l.79E+06 8.82E+06 1.l4E+07 5.63E+05 Eu-152 l.38E+07 6.77E+07 4.74E+07 1.45E+07 Eu-154 l.22E+07 5.98E+07 4.31E+07 1.10E+07 TSD 17-004 Revision 1 SFP/Transfer

<:;anal 4.98E+07 3.28E+07 8.41E+08 2.99E+05 6.30E+06 8.24E+06 7.66E+07 6.67E+07 (I) The Operational DCGLs for Floors & Walls will be applied to the surfaces m the Buttress Pits, Tendon Tunnels, Circulating Water Intake Pipe and Circulating Water Discharge Piping Table 11 Operational DCGLs for Embedded Pipe (OpDCGLEr) (pCi/m2)

Auxiliary Turbine Bldg.

Unit I Unit2

• Unit I & Unit Unit 1 Tendon Unit 2 Tendon

' Bldg.

Baseme.nt Containment

• Containment

• 2 Steam

'.Tunnel Tunnel Radionuclide Basement In"Core Sump

, In:Core Swnp Tunnel Embedded :

Embed.d~d

• . Embedded.

Embedded Embedded

• 'Embedded

• Embedded' Floor Drains<1l Floo~ Drains

• Drain Pine Drain Pine Floor Drains

, F\\oor Drains Floor Drains H-3 NIA NIA 6.62E+08 6.62E+08 NIA 3.22E+08 3.22E+08 Co-60 7.33E+09 2.52E+08 4.38E+08 4.38E+08 l.63E+09 2.12E+08 2.12E+08 Ni-63 2.78E+l i 7.84E+09 l.12E+10 1.12E+10 5.04E+10 5.44E+09 5.44E+09 Sr-90 2.41E+08 2.78E+06 3.98E+06 3.98E+06 I.79E+07 l.94E+06 l.94E+06 Cs-134

• 5*.10E+09 5.72E+07 8.40E+07 8.40E+07 3.69E+08 4.08E+07 4.08E+07 Cs-137 2.68E+09 7.56E+07 l.10E+08 1.10E+08 4.88E+08 5.34E+07 5.34E+07 Eu-152

. NIA NIA l.02E+09 l.02E+09 NIA 4.96E+08

• 4.96E+08 Eu-154 NIA NIA 8.88E+08 8.88E+08 NIA 4.32E+08 4.32E+08 (1) The FSS of the Aux1hary Building 542 ft. embedded floor dram has been completed. The DCGLs hsted are the DCGLAD values used to demonstrate compliance from Table 2 of the Release Record

[18]

I.

Zion Station Restoration Project Technical Support Document TSD 17-004 Revision 1 Table 12

• Operation~! DCGLs for Penetrations (OpDCGLrN) (pCi/m2) h SFP/ '

Auxiliary *

Unit 1 Unit2

• Radionuclide.

• Bldg.:

Contairiinent Containment Transfer Canal H-3 3.14E+08 2.33E+08 2.33E+08 l.13E+16 Co-60 6~95E+06 1.54E+08 1.54E+08 1.04E+08 *.

Ni-63 5.35E+09 3.93E+09 3.93E+09 4.33E+13 Sr-90 1.90E+06 1.40E+06 l.40E+06 2.16E+10 Cs-134 2.58E+07 2.94E+07 2.94E+07 1.74E+08 Cs-137 4.86E+07 3.85E+07 3.85E+07 3.40E+08 Eu-152 2.59E+07 3.58E+08 3.58E+08 2.20E+08

.Eu-154 l.84E+07 3.11E+08 3.11E+08 l.99E+08 Table 13 Operational a priori DCGLs for Surface Soils (OpDCGLss)

(pCi/g)

Table 14 Operational a priori DCGLs for Subsurface Soils (OpDCGLsB)

(1r>Cil2)

Radionuclide Surface Soil Radionuclide Subsurface Soil DCGL DCGL; Co-60 1.091 Co-60 0.881 Cs~l34 1.733 Cs-134 1.137 Cs-137 3.630 Cs-137 1.984 Ni-63 914.458 Ni-63 195.333 Sr-90 3.095 Sr-90 0.425

8. REFERENCES

1. ZSRP qcense Termination Plan (LTP)

[19]

Turbine Crib House/

Bldg..

'Forebay WWTF.

2.58E+08 NIA NIA 1.41E+08 NIA NIA 4.38E+09 NIA NIA l.55E+06

• NIA NIA 3.20E+07 NIA NIA 4.23E+07 NIA NIA 3.25E+08 NIA NIA 2.86E+08 NIA NIA Table 15 Operational a priori DCGLs for.

Buried Pipe (OpDCGLBr)

• ( dpm/100cm2)

Radionuclide Buried Pipiµ~

'DCGL Co-60 6.76E+03 Cs-134 l.16E+04 Cs-137

, 2.59E+04 Ni-63 1.25E+07 Sr-90

• l.15E+04

~

=ZIONSOLUTIONSuc-An EnergySolutions Company ZION STATION RESTORATION PROJECT FINAL STATUS SURVEY RELEASE RECORD Revision 1 AUXILIARY BUILDING 542 FT EMBEDDED FLOOR DRAIN PIPE SURVEY UNIT 05119A

FSS RELEASE RECORD

. AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1 PREPARED BY /DATE:

Robert Yetter

~

=ZIONSOLUTIONS~c*,

.AAEi,:;.;o,:0-""-:t.*J~.ir 05/15/17 Radiological Engineer REVIEWED BY I DATE:

APPROVED BY /;.DATE:

D. Wojtkowiak

\\

• ~

~Y'fanager 05/15/17

[1]

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1 TABLE OF CONTENTS

1.

EXECUTIVE

SUMMARY

................................................................ :.................................... 1

2.

SURVEY UNIT DESCRIPTION...................................................................................."........ 2

3.

CLASSIFICATION BASIS......................... *............. ;............................................................. 2

4.. SURVEY DESIGN....................................................................................................,............. 3 4~1 DATA QUALITY OBJECTIVES.................................................................................... 3 4.1.1 STATE THE PROBLEM............................................................................................. 3 4, 1.2 IDENTIFY THE DECISION................................................................................ :...... 6 4.1.3 IDENTIFY THE INPUTS TO THE DECISION..................................................... ~... 6 4.1.4 DEFINE THE BOUNDARIES OF THESURVEY....... :.............,............ ;..... :............ 9 4.1.5 DEVELOP A DECISION RULE.................................................................................. 9 4.1.6 SPECIFY TOLERABLE LIMITS ON DECISION ERRORS................................. :. 10 4.1. 7 OPTIMIZE DESIGN...................................................................................... ~............ 11

5.

SURVEY IMPLEMENTATION*.......................................................................................... 13 5.1 REMEDIATION............................................................................................................ 13 5.2 ALARA ANALYSIS..................................................................................................... 13 5.3 FSS SURVEY.. :............................................................................................................. 14

6.

SURVEY RESULTS............................................................................................................. 23

7.

QUALITY CONTROL.................................... *...................................................................... 24

8.

INVESTIGATIONS AND RESULTS.................................................................................. 24

. 9.

REMEDIATION AND RESULTS.......................................................................... ~............ 24

10. CHANGES FROM THE SURVEY PLAN.. ;.......... ;............................................................. 24

11. DATA QUALITY ASSESSMENT (DQA).......................................................................... 24

12. ANOMALIES............ :........................................................................................................... 30

13. CONCLUSION...................................................................................................................... 30

14. REFERENCES....................................................................................................................... 31

15. ATTACHMENTS.................................................................................................................. 31

15. l ATTACHMENT 1.......................................................................................................... 33 15.2 ATTACHMENT.2................................................ :........................................................ 35 14.3 ATTACHMENT 3....................................................................................................... 100 14.4 ATTACHMENT4....................................................................................................... 151 14.5 ATTACHMENT 5....................................................................................................... 156

[2]

LIST OF TABLES Table I - Auxiliary Building 542 ft. Embedded Floor Drain Pipe................................................. 5 Table 2 - Auxiliary Building 542 ft. Embedded Floor Drain DCGLAn.......................................... 8 Table 3 - Synopsis of Survey Design............................................................................................ 12 Table 4 - Radionuclide Mixture for West Central Floor Drains................................................... 17

• Table 5 - Radionuclide Mixture for HUT Floor D.rains................................................................ 17 Table 6 - Radionuclide Mixture for Unit 2 Horizontal Pipe Chase............................................., 18 Table 7 - Radionuclide Mixture for Unit I Side Floor Drains...................................................... 18

. *Table.8 - Radionuclide Mixture for Unit 2 Side Floor Drains...................................................... 19 Table 9 - Analytical Results from Composite Sediment Sample....... :......................................... 20 Table 10 - Initial Suite of Potential Radionuclides for ZNPS, Radionuclide Mixture and Dose Contribution Based on Composite Sediment Sample:................................ 22 Table 11 - Auxiliary Building 542 ft. Embedded Floor and Equipment Drain Pipe,..... ;............. 26 Table 12 - Auxiliary Building 542 ft. Embedded Floor and Equipment Drain Pipe,................... 27 Table 13 - Instruments and Detectors............ :.............................................................................. 27

• Table 14 - Auxiliary Building 542 ft. Embedded Floor and Equipment Drain Pipe Statistical Summary............................................................ '................................ 28

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1

1.

EXECUTIVE

SUMMARY

~*

-.ZIONSOLUTIONS;u=

ArlEllOl';YSno\\mis~

This Final Status Survey (FSS) Release Record for survey unit 05119, Auxiliary Building 542 ft. elevatfon embedded floor drain pipe, has been generated for the Zion Station Restoration Project (ZSRP).

The release record was developed in accordance with ZionSolutions procedure ZS-LT-300-001-005, "Final Status Survey Data Reporting" (Reference 1) and satisfies the requirements of Section 5.11 of the ZSRP License Termination Plan (L TP) (Reference 2).

FSS Sample Plan S l-05 l 19A-S (Reference 3) was developed m accordance with ZionSolutions procedure ZS-LT-300-001-001, "Final Status Survey Package Development" (Reference 4) the ZSRP LTP, and guidance from NUREG-.1575, Revision 1, "Multi-Agency Radiation Survey and Site Investigation. Manual" (MARSSIM)

(Reference 5).

A FSS is conducted to demonstrate that the concentrations of residual radioactivity are equal to or below site-specific Derived Concentration Guideline Levels (DCGL) corresponding to the dose criterion in 10 CFR 20.1402. The Auxiliary Building 542 ft.

elevation embedded floor drain pipe is classified as MARSSIM Class 1. The Auxiliary Building 542 ft. elevation embedded floor drain pipe is part of.the Auxiliary Building FSS basement. In accordance with the LTP, in situations where,there are multiple survey units in a: FSS basement, the sum of the dose from all survey units must be less than 25 mrem/yr. To ensure that the dose from the drains is an acceptable fraction of the 25 mrem/yr limit for the Auxiliary Basement, the Upper Bound of the Grey Region (UBGR) that was used for the Sign Test of the floor drain FSS results was assigned a fraction of 0.1800 of the DCGL.

The survey plan for the floor drain pipe required the collection of a measurement for eac.h foot of pipe that was accessible. This resulted in an areal survey coverage of 100% for the interior surfaces.of all accessi.ble pipe. The concentration assigned to the portions of the pipe that were not accessible was the highest measurement collected prior to remediation in the accessible portion of the pipe.

The initial inventory of installed embedded piping in the floor of the Auxiliary Building 542 ft. was 3,388 linear feet.

ZionSolutions chose to excavate and dispose of 667 feet of shallow embedded pipe, primarily Equipment Drain piping. Of the remaining 2, 721 feet of deeply embedded floor drain piping, I 00% was decontaminated by hydro lasing as an ALARA measure. A total of 2,636 feet (97%) of pipe, in 28 different pipe lengths, was accessible for survey.

Eighty-five (85) feet of pipe was not accessible for survey (the 1-inch diameter survey probe was 4 times the diameter of the hydrolaser tip, which allowed for remediation but not survey). As a conservative measure, the 85 feet of pipe that was remediated, but was not accessible for survey, was assigned a concentration equal to the maximum pre-

[1]

PSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1 remediation measurement identified du_ring characterization. After FSS is complete, the total 2,721 feet of floor drain pipe remaining in the Auxiliary Building 542 ft. concrete floor was grouted to refusal, along with the sumps.

For the FSS of the Auxiliary Building 542 ft. elevation embedded floor drain pipe, no single measurement taken in any pipe exceeded a sum of fractions (SOF) of one. The Sign Test Was passed at the assigned fraction of the DCGL, i.e., 0.1800. The FSS results

• produced a mean SOF for the Auxiliary Building 542 ft. embedded floor drain pipe of 0.1696. This would equate to a dose of 4.24 mrem/yr. However, the decision was made to grout the embedded floor drain pipes to refusal. Once this task was accomplished, a more realistic, yet still conservative dose of 0.17 mrem/yr was calculated in accordance with LTP section 6.13.1 and is summarized in section 11 of this release record.

2.

SURVEY UNIT DESCRIPTION The Auxiliary Building 542 ft. elevation embedded equipment and floor drain survey unit consists of 28 different pipes ranging froin 4-inch to 6-inch in diameter. The floor drain system consists of approximately 2, 721 linear feet of floor drain pipe, embedded 4 feet deep in the concrete floor in 28 pipe headers that are accessed by 125. drain openings and terminate in one of the two* Auxiliary Building sumps. Sump A services 10 pipe headers in the west portion of the basement and Sump B services 18 pipe headers in the east portion of the basement. The floor drain piping information for the 542 ft. elevation is presented in Table 1. A layout of the embedded floor drain pipe locations is provided in Figure 1.

3.

CLASSIFICATION BASIS Survey unit 05119 was classified in accordance with ZionSolutions procedure ZS-LT-300-001-002, "Survey Unit Classification" (Reference 6).

Throughout the operation of the Zion Nuclear Power Station, and during the period of SAFSTOR, the Auxiliary Building 542 ft. elevation floor drain system received contaminated liquids from equipment operation, spills and flooding.

During the operation of the facility, storage tank overflow into the *Auxiliary Building basement resulted in water flooding up to 2 feet deep. The Historical Site Assessment (HSA) documents 5 occurrences between 1990 and 1996 where the Lake Discharge Tanks overflowed to the Ailxiliary Building 542 ft. elevation floor.

Operational surveys showed significant dose rates at the drain scuppers. In addition, from May 20, 2016 to June 27, 2016, a characterization,survey was performed on 2,539 feet of pipe that was. accessible.

The results of the characterization survey are documented in ZionSolutions Technical Support Document (TSD)16-008, "Radiological

[2]

FSSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT051l9A, Rev. 1

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Characterization Report for Auxiliary Building 542 Ft. Embedded Floor Drain Pipe" (Reference 7). The results of the characterization surveys indicated that ~he Auxiliary Building 542 ft. embedded floor drains were radiologically contaminated' with gamma measurements up to 2.61E+09 pCi/m2*

The results of the characterization survey, combined with the known introduction of contaminated liquids into the pipe, the analysis of contaminated liquids in the sumps and collection tanks prior to processing and the

• documented spills and flooding in the Auxiliary Building basement would indicate the presence of a significant radioactive source inventory in the pipe. Consequently, all embedded flo.or pipe in the Auxiliary Building 542 ft. elevation floor were classified as

. MARSSIM Class 1.

. 4.

SURVEY DESIGN Survey design for this FSS was incorporated into and performed in accordance with FSS Sample Plan S 1-05119 A and which was developed in accordance with ZionSolutions procedure ZS-LT-300-001-001, "Final Status Survey Package Development" (Reference 8).

4.1 DATA QUALITY OBJECTIVES Final Status Survey planning and design hinges on coherence with the Data Quality Objective (DQO) process to ensure, through compliance with explicitly defined inputs and boundaries, that the primary objective of the survey is satisfied.

The DQO process is described in the L TP in accordance with MARSSIM. The main features of the DQO process for FSS survey unit 05119A are described below.

4.1.1 STATE THE PROBLEM The Problem:

To demonstrate that the residual radioactivity in FSS survey unit 05119 A is less than the assigned fraction of the DCGL.

Stakeholders: The primary stakeholders are ZionSolutions LLC, Exelon Nuclear Generation, LLC (Exelon), *the. Illinois Environmental Management Agency (IEMA), and the United States Nuclear Regulatory Commission (NRC).

The Planning Team: The planning team consisted of a Manafort Brothers Incorporated (MBJ) Operating Engineer, and a Characterization/License Termination (C/LT) Engineer assigned to this project with input from other C/LT personnel as well as the* Safety Department.

The primary decision maker was the C/LT Manager.

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FSSRELEASERECORD.

AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1

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Schedule:

A total of eighteen (18) working days were assigned to mobilize, implement, and assess the FSS in parallel with hydrolazing, decontamination and inspection activities.

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FSS RELEASE RECORD AUX ILIARY BUILDING FLOOR DRAIN PIPE SURVEY UN IT 05 119A, Rev. I

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Table 1 - Auxiliary Building 542 ft. Embedded Floor Drain Pipe Dia.

~ Length Sump Pipe of Pipe (in)

(feet)

I A

4 75

-2 B

4 78

- 3 c

4 70

-4 D

4 127

-5 E

4 93 A

6 F

4 78

-7 G

4 82

-8 H

4 18

- 9 J

4 59

-10 K

4 25 11 A

6 139

-12 B

4 139

-13 c

4 184

-14 D

4 48

-15 E

4 188

-16 F

6 198

-17 G

4 96

-18 H

4 84 19 J

6 77 B

20 K

4 55

-21 L

4 159

-22 M

4 24

- 23 N

6 44

- 24 p

4 64

- 25 R

4 77

- 26 s

6 184 27 T

4 124

- 28 u

6 132 TOTAL 2721

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. FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1

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ArlE1*;J~COnvwry Resources: The primary resources required were MBI personnel to hydrolase the drain lines,.C/L T Technicians to collect survey measurements, a C/L T Engineer to prepare the plan and evaluate data, a C/LT Field Supervisor to coordinate and monitor field activities, a Survey Mapping/CAD Specialist to prepare survey maps, Environmental Health and Safety support for work space hazard assessment and mitigation, labor support for location preparation, equipment transport and set up and Chemistry/ Analysis laboratory staff to analyze samples as necessary.

Material and equipment resources included a l OK Hydrolaser system, a pipe inspection device with indexing and video capabilities (See Snake),

radiation detection instrumentation and sample containers and sample collection equipment.

4.1.2 IDENTIFY THE DECISION.

The Decision:

Determine whether or not the residual radioactivity remaining in the floor drain piping that is embedded in the concrete floor of the Auxiliary Building 542 ft. elevation basement is less than an acceptable assigned fraction of the DCGL ("acceptable".is defined by the C/LT manager and can be adjusted before or after FSS is completed) at *a 5% Type 1 error rate. If the survey results indicate that a measurement exceeds the DCGL or, if the Sign Test fails at an acceptable UBGR (i.e.,

acceptable fraction of DCGL), then confirmatory surveys, investigations and/or additional remediation will be performed. If the SOF of all measurements is less than one, including all radionuclides of concern, and the Sign Test passes at an acceptable UBGR, then the survey unit meets the criteria and FSS activities are complete.

4.1.3 IDENTIFY THE INPUTS TO THE DECISION Radionuclides of Concern: The primary gamma emitting ROC for the FSS of the Auxiliary Building basement FSS unit are Co-60, Cs-134 and Cs-137. Ni-63 and Sr-90 are also ROC for the Auxiliary Building basement FSS unit. Ni-63 is inferred from the measured concentration of Co-60 and Sr-90 is inferred from the measured concentration of Cs-137.

The

• mixtures used to derive the ratios for inferring Hard-to-Detect (HTO).

ROC was based on the analysis of.sediment samples taken from the Auxiliary Building drain pipe (see section 5.3). LTP Chapter 6 discusses the process used to select the ROC for the decommissioning of ZNPS, including the identification of insignificant dose contributor radionuclides

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AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1

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and the process for adjusting the ROC for the dose attributable to the eliminated insignificant contributors.

Auxiliary Building Embedded Pipe DCGLs: DCGLs are required for each survey unit that undergoes FSS. The total internal surface areas of all Auxiliary Building Basement floor drains are combined to comprise a single Class 1 survey unit. DCGLs were calculated for each ROC in units of pCi/m2.

The DCGLs for the Auxiliary Building 542 ft. embedded floor drains are calculated using the Basement Fill Model (BFM) Dose Factors (DF) for the Auxiliary Basement provided in Table 8 of ZionSolutions-TSD 14-010, Rev. 2, "RESRAD Dose Modeling for Basement Fill Model, Soil DCGL, and Calculation of Basement Fill Model Dose Factors" (Reference 9). The Table 8 values were adjusted in this calculation to include a more conserVative insignificant co-ntributor dose percentage of 5% as opposed

-to the 2.64% currently assigned in TSD 14-010.

The BFM DF groundwater source term_ transport and dose assessment pathways applicable to the drains are the same as those assumed for concrete, i.e.,

the activity in the drains is released and mixed with the water in the interstitial spaces of the fill material with the water then used for drinking and irrigation. Note that the DCGLAo are based on an assumption of instant release of all activity into the basement fill.

The drains were grouted after_ remediation which will significantly reduce the activity release rate and dose.

The DCGLAo in Table 2 are therefore very conservative.

The Auxiliary Building Embedded Pipe DCGLs (DCGLAo) was calculated using Equation 1.

Equation 1 25 1

DCGLAv(i) = BFM DF(i) *Drain SU Area* l.OE09 Where:

DCGLAo(i)

BFM DF (i) 25 Drain SU Area A~xiliary Drain DCGL for radionudide (i) (pCi/m2) -

Auxiliary Basement Fill Model Dose Factor for radionuclide (i) (mrem/yr per mCi) 25 mrem/yr release criterion

• Total internal surface area of all drains in survey unit (m2)-299.41 m2

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FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1

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M['*'V)'~Corrctany l.OE+09

=

conversion factor of 1E+09 pCi/mCi r The Auxiliary floor drain DCGLAD values for all ROC are provided in Table 2. Note that the DCGLs represent the dose that would occur with no grouting.

The FSS measurement results, in units of pCi/m2, are divided by the DCGLAo to derive a SOF value for each ineasurerrient.

Table 2 - Auxiliary Building 542 ft. Embedded Floor Drain DCGLAn BFMDFv' DCGLAD ROC (mrem/yr per mei)

U)ciliri2)

Co-60 1.14E-02 7.33E+09 Cs-134 l.64E-02 5.10E+09 Cs-137 3.12E-02 2.68E+09 Ni-63 3.0IE-04 2.78E+l 1 Sr-90 3.47E-01 2.41E+08 (I) Adjusted to 5% Insignificant Contributor Dose Percentage Areal Coverage Requirements: In accordance with LTP Chapter 5, 100%

areal coverage is required for all Class 1 FSS units. For the FSS of the floor drain pipe embedded in the Auxiliary Building 542 ft.. elevation concrete floor, 1 '.' x l" cesium iodide (CsI) detectors.were inserted into each pipe using a simple "push-pull" methodology, whereby the position of the detector inside the pipe can be easily determined and in a reproducible manner.

The Csl detectors were_ configured in a fixed geometry relative to the surveyed surface, thus creating a situation where a defensible efficiency can be calculated. The detectors were then deployed into the actual pipe and a timed one-minute measurement was acquired at an interval of one measurement for every foot of pipe. Based upon a conservative "area of detection" for the detectors used, a measurement interval of one measurement for each foot of pipe conservatively provided 100% areal coverage of all accessible pipe interior surfaces.

Quality Control (QC) Measurements: In compliance with ZS-LT-01, "Quality Assurance Project Plan" (Reference 10), replicate measurements were performed on 5% of the survey locations chosen at random.

Investigation Levels: Investigation levels were derived based on the most limiting gamma measurement for each pipe that would result in a SOF that exceeded one. If the investigation levels were exceeded, the actions taken

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FSS RELEASE RECORD AUXILIARY BUILDING FI,,OOR DRAIN PIPE

• SURVEY UNIT 05119A, Rev. 1

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MEnor;ySOo\\ltaJsCOmpa'ry would include the acquisition of bounding investigation measurements and additional remediation if necessary, Sampling and Analysis Methods to Meet the Data Requirements: No material sampling is required for the FSS of the Auxiliary Building 542 ft.

embedded floor drains. Sediment sample were during characterization to establish the radionuclide mixtures and ratios to infer HTD ROC concentrations.

Five (5) separate mixtures were identified for the Auxiliary Building 542 ft. embedded floor drains.

West Central Floor Drains HUT Floor Drains Unit 2 Horizontal Pipe Chase Unit 1 side Floor Drains Unit 2 side Floor Drains 4.1.4 DEFINE THE BOUNDARIES OF THE SURVEY

• Boundaries of the Survey: See Section 2 of this Release Record.

Temporal Boundaries: Measurements were acquired indoors. minimizing seasonal constraints due to weather. The physical configuration of the Auxiliary Building 542 ft. floor drain piping required a coordinated effort by multiple groups in order to accomplish personnel and material access for survey performance.

~onstraints: The FSS of the interior surfaces of the Auxiliary Building 542 ft. floor drain piping required the pipe to be dry and relatively clear of debris to the extent practicable, 4.1.5 DEVELOP A DECISION RULE Decision Rule: The Auxiliary Building 542 ft. floor drain piping is one of multiple survey units in the Auxiliary Building basement FSS uriit (e.g.

concrete walls, concrete floor, and other penetrations that may remain in the end-state). When summed, the combined dose from all of the survey units must be less than 25 mrem/yr..

A SOF is calculated for each FSS measurement by converting the gross gamma measurement result (in units of pCi/m2) to concentrations for each gamma ROC based on the mixture applicable to the pipe surveyed. The mixtures used to derive the ratios are based on the analysis of sediment samples taken from the Auxiliary Building drain pipe. Hard-to-Detect

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FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE

• SURVEY UNIT 05119A, Rev. 1

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MEnotgySo!utictlsCOl!lpany (HTD) ROC were then inferred to the applicable gamma radionuclide concentration (Ni-63 was inferred from the,Co-60 concentration and Sr-90 was inferred from the Cs-137 concentration) to derive a concentration for each ROC for each measurement taken. The measurement concentration for each ROC was divided by the applicable DCGLAo to produce a SOF for each ROC. The individual ROC SOF was then summed to produce a SOF for the measurement.

There is no Elevated Measurement Comparison (EMC) applicable to the Auxiliary Building 542 ft. embedded floor drains as no Area Factors were derived for the. drain pipe.

Consequently, a *measurement SOF that exceeded. one would require investigation and additional remediation.

Because the Auxiliary Building contains multiple survey units, the mean SOF calculated for each survey unit, including the 542 ft. floor drain survey unit, must be summed and that sum must be less than or equal to one. The dose assigned to each survey unit is the mean SOF multiplied by 25 mrem/yr. To ensure th~t the mean SOF from each of the multiple survey units passes the Sign Test at a Type 1 error rate of 5% before summing, the UBGR for the Sign Test is adjusted to an assigned fraction of the DCGLAD that will allow the survey unit to pass the Sign Test. The

• sum of the assigned fractions used to adjust the UBGR for all survey units in the Auxiliary Building must be less than one. The evaluation of other survey units in the Auxiliary Building is not required as a criterion for passing the 542 ft. floor drain survey unit as long as the 542 ft. floor drain survey unit passes the Sign Test at an acceptable fraction of the DCGL (as determined by the CL/T manager).

If an individual measurement has a SOF > 1, then additional remediation will be performed and the FSS measurements performed again in the remediated area. If the mean SOF exceeds one or, ifthe Sign Tests fails at an UBGR equal to the DCGL, then the survey unit fails. Also, if the results of a quality control sample (e.g., splits or replicates) failed the acceptance criteria, then an investigation would be performed and documented.

• 4.1.6 SPECIFY TOLERABLE LIMITS ON DECISION ERRORS The DQO proce&s incorporates hypothesis testing and probabilistic sampling distributions to control decision errors during data analysis.

Hypothesis testing is an inference tool that compares a baseline condition, referred to as. the null hypothesis, to an alternate condition. Hypothesis

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FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05l19A, Rev. 1 testing rests on the premise that the null hypothesis is true and that sufficient evidence must be provided to reject it in favor of an alternate hypothesis.

The Null Hypothesis: Residual radioactivity in the survey unit exceeds the release criterion.

Rejection of the null hypothesis in favor of an alternate condition, based

• on data that reveals the release criterion was not exceeded, would satisfy the release criterion objective of the FSS.

Type 1 Error: This is also known as the "a" error.

This is the error

• associated with incorrectly concluding the null hyp.othesis has been rejected. In accordance with LTP Chapter 5, the a error was set at 0.05 (5%).

Type '11 Error: This is also known as the "W' error. This is the error associated with incorrectly concluding the null hypothesis has been accepted. The survey plan for the Auxiliary Building 542 ft. floor drains requires measurements to be taken at a frequency of one measurement for every foot of pipe that was accessible, covering 100% of the accessible areas. Therefore, the Type II error is not applicable because the number of measurement cannot be increased over the 100% already required.

Lower Bound of the Gray Region: Because the Type II error. is not applicable, the Lower Bound of the Gray Region is not applicable for this survey.

Upper Bound ofthe Gray Region: In accordance wlth LTP Chapter 5, the UBGR for the Sign Test is the acceptable assigned fraction of the DCGL for the Auxiliary Building,542 ft. floor *drain piping which will allow the Sign Test to pass. The acceptability of the assigned fraction is determined by the CL/T manager.

4.1. 7 OPTIMIZE DESIGN Type of Statistical Test: The. Sign Test was the non-parametric statistical test selected for this FSS unit.

Number of Samples: The Auxiliary Building 542 ft. floor drain piping is a Class 1 FSS unit.

Jn accordance with L TP Chapter 5, 100% areal coverage is required for all Class 1 FSS uhits. Based upon a conservative "area of detection" for the detectors used, a measurement interval of one

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FSS RELEASE RECORD

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AUXILIARY BUILDING FLOOR DRAIN PIPE

• SURVEY UNIT 05119A, Rev. I

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FEATURE FSS Unit Area Number of Measurements DCGLs Areal Coverage Investigation Level measurement for each foot of pipe conservatively provided 100% areal coverall of all accessible pipe interior surfaces.

The Csl detectors were inserted into each pipe using a simple "push-pull" methodology, whereby the position of the detector "inside the pipe was easily determined in a reproducible manner through the use of* tape measures and/or distance encoders. This ensured that a timed one-minute measurement.was acquired for every foot increment of pipe travelled.

Number of Judgmental Measurement Locations: Due to the fact that 100%

areal coverage was required for the accessible internal area of all pipe surveyed, the acquisition 0f judgmental measurements was not applicable.

Number of Scan Areas and Locations: For the survey of pipe internal surfaces, areal coverage is achieved by the "area of detection" for each static measurement taken., Scanning, in the traditional context, is not applicable to the survey of pipe internal surfaces.

Number of Measurements for Quality Control (QC): One hundred and eighty ( 180) replicate static measurements were collected to satisfy the 5%

requirement from the Quality Assurance Project Plan (QAPP) for QC measurements. Locations were selected at systematically (one replicate measurement taken for every 20 measurements).

A synopsis of the survey design is denoted in Table 3 below.

• Table 3 - Synopsis of Survey Design DESIGN CRITERIA BASIS Accessible - 294.10 m2 Foot Encoding During Survey Obstructed-5.31 m2 Estimated from Drawings 2,636 One measurement for every foot of accessible pipe.

Release Record TSD 14-010 Table 2 100%

L TP Chapter 5 Gamma measurement that Not Applicable equates to a SOF of 1

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FSSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEYUNIT05119A,Rev.1

5.

SURVEY IMPLEMENTATION 5.1 REMEDIATION

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Process knowledge, operational* radiological surveys and characterization survey results indicated that the floor drains embedded in the concrete of the Auxiliary Building 542 ft. floor were radiologically contaminated. Prior to performing FSS of the Auxiliary Buildi.ng 542 ft. floor drain piping, the pipe interior surfaces were hydrolased using a 10,000 Pounds per square inch (PSI) Hydrolasing system.

• The Hydrolasing of the Auxiliary Building 542 ft. floor drain piping commenced on October 19, 2016 and was completed on October 26, 2016. At least one decontamination pass was achieved with the Hydro laser in all 2, 72 i feet of pipe, including the 85 feet of pipe that was not accessible to the detector during survey.

The Hydro lasing process injected approximately 24, 734 gallons of water into the pipe interior at a lance tip pressure of approximately 10,000 psi. Approximately 3,400 lbs of debris (including desiccant material used as absorbent) was removed from the Auxiliary Building 542 ft. sumps after the completion of hydro lasing.

As part of the remediation process, video recordings were made of each pipe length using a See Snake miniature camera* system. The interior length of each accessible length of embedded* pipe was inspected. The miniature camera with supporting lighting compoqents was maneuvered through the pipe by* the manipulation of semi-rigid camera cable, which were manually pushed or pulled to provide locomotion. This inspection provided an unambiguous record of the physical condition of the piping and identified obstructions.

Following the remediation activities described, approximately 85 feet of pipe remained inaccessible, mostly due to the presence of obstructing concrete rubble lodged in pipe bends which prevented the passage of the detector. However, as previously stated 100% of the pipe interior surfaces were. subjected to hydrolasing, as the lance tip is significantly smaller in diameter than the detector and was able to traverse the pipe bends where the detector could not.

5.2 ALARA ANALYSIS When remediation is complete, the remaining residual radioactivity must satisfy the ALARA criterion, which requires an evaluation as to whether it is feasible to further reduce residual radioactivity to levels below those necessary to meet the dose criterion (i.e., to levels that are ALARA).

An ALARA analysis was performed for the remediation of the Auxiliary Building 542 ft. embedded pipe by hydrolasing. The cost (in dollars) estimated for further

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FSSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1

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remediation ( Costr), including labor, equipment and waste transportation and disposal cost was $1,076,794.29. Using the equation from NUREG-1757for the ratio of the concentration to the DCGL when the total cost (Costr) is set equal to the dose averted, the cost benefit ratio (Conc/DCGL) was 509. A result greater than 1 would demonstrate that residual radioactivity is ALARA whereas a result less than 1 would justify remediation. Consequently, the ALARA analysis based on cost benefit analysis showed that further remediation of embedded pipe beyond that required to demonstrate compliance with the dose criterion was not justified.

5.3 FSS SURVEY Survey instructions for this PSS were incorporated into and performed in accordance with PSS Sample Plan S 1-0511 ?A,* which was developed in accordance with ZionSolutions procedure ZS-LT-300-001-001, "Final Status Survey Package Development." The PSS unit was inspected and controlled in

. accordance with ZionSolutions procedure ZS-LT-300-001-003, "Isolation and Control for Final Status Survey" (Reference 11 ).

Surveys of the Auxiliary Building 542 ft. floor drain piping began orr October 21, 2016 and concluded on November 3, 2016. The survey design estimated 18 working days to implement the PSS in parallel with any required decontamination and inspection activities. In reality, 11 working days were necessary to complete this work. Throughout these activities, briefings were conducted on a daily basis to discuss the expectations for job performance and to review safety aspects of the job.

Once remediation was completed iri a section of pipe to the extent practicable, the residual radioactivity remaining in each accessible section of embedded piping was assessed and quantified by direct survey.

The approach used for the radiological survey of the interior surfaces of the Auxiliary Building 542 ft. floor drain piping involved the insertion of a l" x 1" Csl detector that was attached to the See Snake camera system and transported through the pipe to the maximum deployment length, or to a location of drain drop.

A simple* "push-pull" methodology was used, whereby the position of the detector in the piping system could be easily determined in a reproducible manner. Footage was tabulated on the See Snake, then measurements were obtained at each one-foot location while backing out of the pipe section.

The Csl detectors were configured in a fixed geometry relative to the surveyed surface, thus creating a situation where a defensible efficiency could be

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FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1

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cakulated. The detectors were then deployed into the actual pipe and timed measurements were acquired at an interval of one measurement for every foot of pipe. A conservative "area of detection" of one-foot was assumed. It was also conservatively assumed that any activity inside of the pipe was uniformly distributed in the area of detection.

For each detector in each diameter of pipe, an instrument efficiency factor was derived by placing a flexible Cs-137 radiological plane source into either a 4-inch diameter or a 6-inch diameter pipe jig, depending on the diameter of the pipe length to be surveyed.

This created a geometry similar to what would be encountered in the actual pipe. Using the known source activity, an efficiency factor was then derived for the detector in that geometry.

A background value was also determined for the detector/instrument combination to be used prior to deployment.

The background value was obtained at the location where the pre-use response check of the instrument was performed. The background value was primarily used to ensure that the detector had not become cross-contaminated by any previous use. Background was not subtr.acted from any measurement.

Daily prior to use and daily following use, each detector was subjected to an Operational Response Check in accordance with procedure ZS-LT-300-001-006, "Radiation Surveys of Pipe Interiors Using Sodium/Cesium Iodide Detectors" (Reference 12).

• The Daily Operational Response Check compared the background response and the response to check sources ranges established for normal background and detector source response to ensure that the detector was working properly.

Once the detector was determined to be fully functional, it was then deployed to the field for insertion into the targeted piping. -A one-minute static measurement was acquired at each foot traversed into the pipe.. The detector output represented the gamma activity for each one-minute timed measurement in units of gross cpm.

The gamma measurement value in units of cpm was then converted to units of dpm using the efficiency factor for the detector applicable to the diameter of the pipe surveyed.

Each measurement assumed a conservative "area of detection" for the Csl

. detector of one foot. This assumption is conservative because there is additional instrument response from contamination located in the pipe at distances outside of the "area of detection". Consequently, the total activity from the measurement, in units of dpm is adjusted ~or the total effective surface area commensurate with the pipe diameter and the assumed "area of detection, resulting* in measurement

[15]

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05 l 19A, Rev. 1 results in units of dpm/100 cm2. Using the appropriate conversion factors, the result is then converted to units of pCi/m2* This measurement result represents a commensurate and conservative gamma surface activity for the one foot of pipe surface where the measurement was taken.

100% of the 2,721 feet of embedded p1pmg remammg was successfully hydrolased. 2,636 feet of embedded floor drain pipe was surveyed in 28 different pipe lengths. Eighty-five (85) feet of pipe was found to be not accessible due to obstruction.

After completion of the FSS measurements in the pipe, the sample plan was reviewed to confirm the completeness of the survey and the survey data was validated in accordance with procedure ZS-LT-300-001-004, "Final Status Survey Data Assessment" (Reference* 13).

Data processing *includes converting measurement data into reporting units, validating instrument applicability and sensitivity, calculating relevant statistical quantities, and. verification that all DQO have been met. In accordance with the procedure, a preliminary Data Assessment was prepared for each section of pipe surveyed.

Sediment samples taken during characterization identified different mixtures representative of the following pipe sections; West Central Floor Drains HUT Floor Drains Unit 2 Horizontal Pipe Chase Unit I side Floor Drains Unit 2 side Floor Drains The primary gamma emitting ROC for the FSS of the Auxiliary Building basement FSS unit are Co-60, Cs-134 and Cs-137. Ni-63 and Sr-90 are also ROC for the Auxiliary Buildin~ basement FSS unit.

Ni-63 is inferred from the measured concentration of Co-60 and Sr-90 is inferred from the measured concentration of Cs-137.

The ratios used to infer the Ni-63 and Sr-90 concentration were based on the. analysis of sediment samples taken during characterization with the results shown in Table 9. The 5 mixtures and the pipes where the mixture was applied are presented in Tables 4 through 8.

[16]

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05 l l 9A, Rev. 1 Table 4-Radionuclide Mixture for West Central Floor Drains This mixture applies to the following pipes: Sump A-Pipes A, B, C, D, E, F and K Radionuclide Norntalized*Gammrr Mixture.

pCi/g Distribution Co-60 5.54E+03 18.134%

Cs-134 1.06E+Ol

• o.035%

Cs-137 2.50E+04 81.831%

Ni-63 Ratio to Co-60 0.50466 Sr-90 Ratio to Cs-137 0.00066 Table 5 - Radionuclide Mixture for HUT Floor Drains This mixture applies to the following pipes: Sump A - Pipe G Normalized Gamma Mixture Radionuclide pCiLg Distribution H

Co-60 4.30E+03 44.330%

Cs-134 O.OOE+OO 0.000%

Cs-137 5.40E+03

. 55.670%

Ni-63 Ratio to Co-60 0.50466 Sr-90 Ratio to Cs-13 7 0.00066

[17]

FSSRELEASERECORD.

AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1 Table 6 - Radionuclide Mixture for Unit 2 Horizontal Pipe Chase This mixture applies to the following pipes: Sump A-Pipes Hand J Co-60 6.40E+0.3.

22.207%

Cs-134 2.34E+Ol 0.099%.

Cs-137 l.71E+04 72.694%

Ni-63 Ratio to Co-60 0.50466 Sr-.90 Ratio to Cs-137.

0.00066 Table 7 - Radionuclide Mixture for Unit 1 Side Floor Drains This mixture applies to the following pipes: Sump B - Pipes A, B, C, D, E, F, G, H, J andK

• ,J'

• Co-60 l.74E+04 77.783%

Cs-134 O.OOfrt-00 0.000%.

Cs-137 4.97E+03 22.217%

Ni-63 Ratio to Co-60 0.50466 Sr-90 Ratio to Cs.:137 0.00066

[18]

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1 Table 8 - Radionuclide Mixture for Unit 2 Side Floor Drains.

This mixture applies to the following pipes: Sump B -Pipes L, M, N, P, R, S, Tand U Radionuclide Norm.alized Gamma Mixture pCi/g Distribution

• . J Co-60

6. I4E+03 43.270%

Cs-134 O.OOE+OO 0.000%

Cs-137 8.05E+03 56.730%

Ni-63 Ratio to Co-60 0.50466 Sr-90 Ratio to Cs-137 0.00066 Chapter 6 of the LTP discusses the process used to derive the final suite of dose significant ROC for the decommissioning of ZNPS, including the elimination of insignificant dose contributors from the ROC. In addition, ZSRP committed to

. identify and calculate the dose from insignificant contributor radionuclides in several areas where characterization had not yet occurred.

• The Auxiliary Building 542 ft. elevation embedded floor drain pipe were identified as an area where this assessment was to be performed. If the insignificant contributor dose from the HTD analysis results is less than the insignificant contributor dose from L TP Chapter 6, then the current adjustment to the DCGLs to account for insignificant contributor dose would be retained. If the insignificant contributor dose from the HTD analysis results was greater than the insignificant contributor dose from LTP Chapter 6, then the DCGLs for the Auxiliary Building 542 ft.

elevation embedded floor drain pipe would be re-adjusted to account for the increased dose.

Using the same approach as described in LTP Chapter 6; the mixture percentages for the initial suite of radionuclides for ZSRP were derived using the results from the analysis of the composited sediment sample taken from the Auxiliary Building 542 ft. elevation embedded floor drain pipe (Table 9). Several radionuclides in the initial suite were not positively identified in the sediment sample analyses.

The mixture percentages for these radionuclides were conservatively determined using the reported MDC values. The mixture percentages for the initial suite of radionuclides for ZSRP, as well as the percent of annual dose are provided in Table 10.

[19]

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEYUNIT05119A,Rev.1 Table 9 - Analytical Results from Composite Sediment Sample Nuclide

• Resuitl1J Unc.~rtainty MDC (pCilg)

( Ci! )

,(pCi/g)

P. g H-3 7.44E+Ol l.28E+Ol l.86E+Ol C-14 3.47E+02 7.17E+OO 4.93E+OO Fe-55

-2.21E+Ol 6.55E+Ol 9.83E+Ol Ni-59 9.00E+Ol 2.91E+02 4.58E+02 Co-60 2.76E+04 2.31E+03 l.15E+03 Ni-63 1.39E+04 9.29E+Ol 2.39E+Ol Sr-90 4.57E+Ol 7.63E+OO 8.84E+OO Nb-94 1.16E+02 2.21E+02 2.58E+02 Tc-99

• 2.85E+Ol 8.51E+OO l.36E+Ol Ag-108m l.18E+02 1.90E+02 2.65E+02 Sb-125

. 6.90E+02 7.03E+02 l.01E+03 Cs-134 6.86E+Ol l.72E+02 2.48E+02 Cs-137 6.86E+04 6.03E+03 l.49E+03 Pm-147 2.66E+Ol 8.95E+OO l.42E+Ol Eu-152

-6.50E+02 8.36E+02 4.96E+02 Eu-154 1.33E+02 3.97E+02 2.53E+02 Np-237

'"l.04E+02 2.90E+02 3.02E+02 Pu-238 5.37E-01 6.lOE-01 8.08E-01 Pu-239/240 1.97E+OO l.23E+OO 8.81E-01 Pu-241 1.44E+OO l.04E+OO 7.69E,..Ol Am-241 2.47E+Ol 5.24E+Ol 8.88E+Ol Am-243lLJ 1.0lE+Ol 2.52E+OO 8.03E-01 Cm-243/244 l.80E-01 3.43E-01 6.35E-01 I

Bold values indicate concentrations >MDC 2

Indications of "false positive" result from subsequent analysis ofresults by Eberline

[20]

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05_119A, Rev. 1

~

-ZIONSOLUTIONSuc=

MEllOIV)'Sa\\l!:IMI~

The sum of the dose contribution from insignificant radionuclides equals 3.952%.

For the Auxiliary Building basement, a margin of 100% (factor of two) was added to the insignificant contributor dose percentage.

The revised insignificant fraction, after applying a multiplier factor of two, is 2.640%. Consequently, re-

, adjustment of the DCGLs for the Auxiliary Building 542 ft. embedded drain pipe would have been required based on the increased dose from insignificant

• radionuclides. However, as stated in section 4.1.3 of this Release Record, the

• DCGLAn were calculated using a more conservative insignificant contributor dose percentage of 5% as opposed to the 2.640% currently assigned in TSD 14-010 Revision 2. No. further adjustment was required to address the drain-specific fraction of 3.952% because it was less than the 5% values used in the DCGLAD calculation. Note that ZSRP has committed to apply the increased insignificant contributor dose percentage of 5% to the calculation of all Auxiliary Basement survey unit DCGLs. This commitment was discussed with NRC during a meet_ing on November 2, 2016, and will be documented in the responses to the latest NRC request for additional information and in Revision 1 of the Zion.LTP.*

The DCGLAn is the concentration for each ROC that would equate to 25 nirem/yr.

• The measurement concentration for each ROC is divided by the applicable DCGLAn to produce a SOF for each ROC. The individual ROC SOF are then summed to produce a SOF. for the measurement.

A measurement SOF that exceeded one would require investigation and additional remediation.

The length of pipe surveyed, number of measurements taken and area of pipe

\\

surveyed is presented in Table 11. The "FRS Field Log" (ZS-LT-300-001-001, 4) was used to document field activities and other information pertaining to each FSS performed.

During the inspection and survey of several pipe sections, obstructions were identified due to the presence of debris and/or configuration that prevented the insertion and/or transport of the Csl detector in the pipe.

The identified obstructed pipe, including the estimated. lengths and area of obstructed pipe surface are also presented in Table 11.

The portions of pipe that were found to be not accessible were assigned activity at a concentration equal to the highest measurement for each ROC from the accessible portion of that pipe that was taken pre-remediation (from the characterization survey). The obstructed pipe lengths and the measured highest concentrations used to. estimate SOF in the un-surveyed pipe sections are presented in Table 12.

[21]

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. I

~*

-ZIONSOLUTIONSu.c_.:

MEnergy~Cam;!&ny Table 10 - Initial Suite of Potential Radionuclides for ZNPS, Radionuclide Mixture and Dose Contribution Based on Composite Sediment Sample

• Nuclide Percent Percent

..

• Annual i>ose *

"J Activity**

H-3 0.065%

0.0189%

• C-14 0.304%

0.9194%

Fe-55 0.086%

0.0000%

Ni-59 0.401%

0.0025%

Co-60 24.188%

12.1810%

Ni-63

• 12.207%

0.1628%

Sr-90 0.040%

0.6142%

Nb-94 0.226%

0.1484%

Tc-99 0.025%

. 0.1720%

Ag-108m 0.232%'

0.1926%

Sb-125 0.887%

0.5461%

Cs-134 0.217%

0.1579%

Cs-137 60.086%

82.9321%

Pm-147

. 0.023%

0.0000%

Eu-152 0.434%

0.1028%

Eu-154 0.222%

0.0582%

Np-237 0.264%

0.0036%

Pu-238 0.001%

1.6225%

Pu-239/240 0;002%

0.0169%

Pu-241 0.001%

0.0154%

Am-241 0.078%

0.0166%

Am-243(2) 0.009%

0.1063%

Cm-243/244 0.001%

0.0068%

[22]

PSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1 Note that ZionSolUtions believes the assignment of the highest pre-remediation measurement to be conservative, as 100% of the piping (including the 85 feet that was not accessible due to detector diameter) was successfully hydrolased after the characterization survey was performed.

A SOF was calculated for each foot of un-surveyed pipe assuming the worst~case pre-remediation concentration. This essentially created. additional measurements at the highest pre-remediation concentration that were added to the actual measurements that were taken to create a total population of line length measurements that represented the entire (surveyed and un-surveyed) length of pipe.

6.

SURVEY RESULTS The survey results from the FSS of the Auxiliary Building 542 ft. elevation embedded floor drain pipe were processed and interpreted using the Data Quality Assessment (DQA) process in accordance with procedure ZS-LT-300-001-004.

Data processing included the converting of measurement data into reporting units, the validation of instrument selection and sensitivity, the calculation of relevant statistical quantities, and

. the verification that all DQOs for the FSS were met.

The instrument and detectors used for this survey are presented in Table 13.

All instruments and/or detectors were verified to be properly calibrated prior to use.

Instrument efficiency determinations are developed in accordance with procedure ZS-LT-300-001-006.

A Cs-137 radiological source traceable to the National Institute of Standards and Technology (NIST) was used to determine detector efficiency. The Cs-137 standard was appropriate for the types of radiation involved and the media being surveyed.

Daily prior to use (Pre-Test) and daily upon completion of surveys (Post~ Test), a response check was performed in accordance with procedure ZS-LT-300-001-006 for each detector and data logger pairing. In addition, all instruments and detectors were physically inspected for mechan.ical damage as part of the response check process.

During the FSS of the Auxiliary Building 542 ft. elevation embedded equipment and floor drain pipe, no instances were encountered where an instrument and/or detector failed a Pre or Post response check or were found to be physically damaged during the inspection.

Of the 2, 721 linear feet of pipe embedded in the Auxiliary Building 542 ft. basement floor, 97% was accessible. Of the accessible 4-inch and 6-inch diameter pipe, a static one-minute timed measurement was taken with a l" x 1" CsI detector at one-foot increments for a total of 2,636 measurements taken in 28 different lengths of pipe.

[23]

FSS RELEASE RECORD AUX.ILIARY BUILDING FLOOR DRAIN PIPE.

SURVEY UNIT 05119A, Rev. 1 Background was not subtracted from any survey measurement. The results of the data assessment for each individual pipe are provided in Attachment 2. A statistical summary of the data is presented in Table 14.

7.

QUALITY CONTROL In compliance with ZS-LT-01, replicate measurements were performed on 5% of the survey locations chosen at random.

One hundred and eighty ( 180) replicate measurements were taken.. Using the acceptance criteria specified in NRC Inspection Procedure No. 84750, "Radioactive Waste Treatment, and Effluent and Environmental Monitoring," there was acceptable agreement between all but one replicate measurement.

The one replicate measurement that did not agree (taken in pipe A-1 in sump B), both measurement results were well below the DCGL and the instrument used passed the pre-use and post-use response check. No additional actions were taken. Refer to Attachment 4 for quality control analysis results.

8.

INVESTIGATIONS AND RESULTS As 100% areal coverage of all accessible pipe interior surface area was achieved by the.

FSS and, no measurement exceeded a SOF of one, no investigations were required or performed.

9.

REMEDIATION AND RESULTS

. Prior to acquiring FSS measurements, 100% of the embedded pipe was hydrolased to

.remove gross amounts of debris inside the pipe and to allow detector access. A review of the pre-hydrolased and post-hydrolased data shows an average decontamination factor achieved was 2.3.

10:

CHANGES FROM THE SURVEY PLAN There were no changes made and no addendums added to FSS Sample Plan S l-051I9A.

11.

DATA QUALITY ASSESSMENT (DQA)

In.accordancewith procedure ZS-LT-300-001-004, the DQOs, sample design, and data were reviewed for completeness, accuracy, and consistency.

Documentation was complete and legible. The FSS unit was properly classified as Class 1. All measurement results were individually reviewed and validated. The number of measurements was sufficient to meet the requirement of 100% areal coverage of accessible surfaces. The instrumentation used to' perform the FSS were in calibration, capable of detecting the activity with an adequate MDC and successfully response checked prior to and following

[24]

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05 l l 9A, Rev. I

~

-ZIONSOLUTIONSi.I.c-M~Solmls~

use. An adequate number of replicate measurements were taken and.the results meet the acceptance criteria as specified in the QAPP.

[25]

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05 I l 9A, Rev. I

~

ZIONSOLUTIONS-,;c

MEIWll)'SDUions~

Table 11 - Auxiliary Building 542 ft. Embedded Floor and Equipment Drain Pipe, Number of Measurements, Length of Pipe Surveyed and Obstructed Length of Pipe Area of Pipe Estimated Estimated Sump Pipe Dia.

Surveyed (ft)

Surveyed Length of Area of

/#of Obstructed Obstructed Measurements (m2)

Pipe (ft)

Pipe (m2) 1 A

4 46 4.48 29 2.82

- 2 B

4 64 6.23 14 0.61

- 3 c

4 70 6.81

- 4 D

4 127 12.36 5

A E

4 93 9.05

- 6 F

4 78 7.59

- 7 G

4 44 4.28 38 0.42 8

H 4

18 1.75 9

J 4

59 5.74

- 10 K

4 25 2.43 11 A

6 139 20.28 12 B

4 139 13.52 13 c

4 184 17.90 14 D

4 48 4.67 15 E

4 188 18.29 16 F

6 198 28.89 17 G

4 96 9.34 18 H

4 84 8.17

- 19 B

J 6

77 11.24 20 K

4 55 5.35 21 L

4 155 15.08 4

1.47 22 M

4 24 2.33

- 23 N

6 44 6.42 24 p

4 64 6.23 25 R

4 77 7.49 26 s

6 184 26.85 27 T

4 124 12.06 28 u

6 132 19.26 TOTAL 2636 294.10 85 5.31

[26]

FSS RELEASE RECORD

~.

AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1

ZIONSOLUTIONSuc

MEnargySao\\.otloo.ICompany Table 12 - Auxiliary Building 542 ft. Embedded Floor and Equipment Drain Pipe, Obstructed Pipe and Measurements Used to Estimate Source Inventory

. LJ~U:gth of Characterization;survey Meas.ure.ments (Pr~-R.~!llediation)

Sump Bipe Dia.

Unsurveyed T:Tsed to. Estimate Source Invelit~ry in Un-Sutireyed Pipe.

Pipe (pCi/m2).

A 4

29 1.94 E+09 A

B 4

14 2.08 E+09 G

4 38 2.38 E+09 B

L 4

4 2.54 E+09 Table '13. - lnstrµments and Detectors Instrumept/Detector

'Serial#

Calibration Due f~pe

• Date Ludlum 2350-1 304713 08/24/17 Ludlum 44-159 PR327895 08/24/17 Ludlum 2350-1 304 730.Black 08/08/17 Ludlum 44-159 PR327896 08/08/17

[27]

FSSRELEASERECORD

~

AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1

-:ZIONSOLJ!J!Q~iie=

l"

,:.3:JJ,~,;~,

-

siim.

~-

<; I,,

1

- 2 3

4-5 6

7

- 8

- 9

- 10 11 I'.;:.

- 12 If 13 14 J:~.

f---

15

'i'.

~;!:

17 l'.1

~-

19 20,

21 1:1:_

22 f---

23 f--:--- ',0'*

21-(

25 26

~r -

27 l *:

28 Table 14 -Auxiliary Building 542 ft. Embed.ded Floor an-d Equipment Drain Pipe Statistical Summary

-i~tl~h;_ I. '.Mefruv: % ';:!Y1ean *s..:Mean/ ** --

Mean* 54

'Mean*-

'_~i#:~: -~t~;/

Co"60

• r:cs-fi4'*; : Cs"l37 r!:Ni"6'3

.Sr~90 * ' 'Mean

• _ o(Pip,e:*: 1:-1 *--*<-/ *, :

,',-. *; :,;... *c0I16;': 1

~-dnic / c -- -- *soF:-*

1--,

i

-Cone,_: '

~0µ9_, _--

-~" on9:,

. ::(ft)*:

-~-(peJrJ2): -:

foc*v~Z,)i'.- -<PGi/rrl~)'::;

• 't.-'

--- (in).-

( Ci/

2~

<' (pCilm2).-"

I:

lP1 m

• A 4

75 2.49E+08 4.81E+05 l.12E+09 l.26E+08 7.53E+05, 0.457 B

4 78 1.79E+08 3.45E+05 8.08E+08 9.03E+07 5.41E+05 0.328 c

4 70 1.72E+08 3.32E+05 7.77E+08 8.69E+07 5.21E+05 0316 D

4 127 1.51E+08 2.92E+05 6.82E+08 7.63E+07 4.57E+05 0.277 E

4 93 2.28E+08 4.40E+05 1.03E+09 l.15E+08 6.90E+05 0.419 F

4 78 3.09E+08 3.91E+05 9.13E+08 l.02E+08 6.12E+05 0.371 G_

4 82 6.45E+08 O.OOE+OO 8.10E+08 3.26E+08 5.43E+05 0.394 H

4 18 2.02E+08 7.34E+05 5.39E+08 l.02E+08 3.61E+05 0.231

'J 4

59 2.17E+08 7.89E+05 5.79E+08 l.09E+08 3.88E+05 0.248 K

4 25 2.88E+08 5.55E+05 1.30E+09 l.45E+08 8.70E+05 0.528 A

6 139 5.15E+08 O.OOE+OO

'l.47E+08 2.60E+08 9.86E+04 0.127 B

4 139 3.67E+08 O.OOE+OO. 1.05E+08 1.85E+08 7.0IE+04 0.090 c

4 184 2.87E+08 O.OOE+OO 8.19E+07

• l.45E+08

• 5.49E+04 0.070 D

4 48 2.18E+08 O.OOE+OO 6.23E+07 l.IOE+08 4.18E+04 0,05.4 E

-4 188 3.70E+08 O.OOE+OO 1.06E+08 1.87E+08 7.08E+04 0.091 F

6 198 9.68E+08 O.OOE+OO 2.76E+08 4.88E+08 l.85E+05 0.238 G

4 96 3.84E+08 O.OOE+OO - l.IOE+08 1.94E+08 7.35E+04 0.094 H

4 84 5.62E+08 O.OOE+OO L61E+08 -, 2.84E+08 l.08E+05 0.138 J

6 77 5.98E+08 O.OOE+OO l.71E+08 3.02E+08 -l.14E+05 0.147 K

4 55 2.98E+08 O.OOE+OO 8.50E+07 l.50E+08 '5.70E+04 0.073 L

4 159

--2.12E+08 O.OOE+OO 2.79E+08 l.07E+08 l.87E+05 0.134 M

4 24 l.19E+08 O.OOE+OO 1.56E+08 5.99E+07 'l.04E+05 0.075 N

6 44 1.93E+08 O.OOE+OO. 2.53E+08 9.73E+07. l.69E+05 0.122 p

4 64 1.70E+08 O.OOE+OO 2.23E+08 8.57E+07 l.49E+05 0.107 R

4 77 l.38E+08 O.OOE+OO l.81E+08 6.95E+07 l.21E+05 0.087 s

6 184 4.95E+;b7 O.OOE+OO 6.49E+07 2.50E+07 4.35E+04 0.031 T

4 124 8.31E+07 O.OOE+OO 1.09E+08 4.19E+07 7.30E+04 0.052 u

6 132 1.46E+08 3.45E+04 1.92E+08 7.37E+07 l.28E+05 0.092

iviax:.*;Min

• sop;' *sot<:

'.$.~:::>,~:,; :/ >y_*:, *,,,; *.

0.658 0.048 0.692 0.019 0.798 0.044 0.632 0.045 0.810 0.077 0.839 0.028 0.644 0.060 0.513 0.010 0.681 0.008 0.802 0.052 0.274 0.013 0.173 0.002 0.225 0.002 0.179 0.002 0.245 0.004 0.411 0.007 0.228 0.004 0.361 0.004 0.418 0.010 0.121 0.030 0.694 0.003 0.120 0.016 0.287 0.013 0.269 0.006 0.145 0.004 0.059 0.001 0.264 0.002 0.194 0.007 (I) SOF calculated using DCGLAo from Table 2 UBGR Fraction =

Remaining Fraction for Aux_Bldg Basement=

Mean SOF=

Dose=

Standard Deviation of the Mean (SOF) =

Mean SOF @ 95% UL =

[28].

0.1800 0.82 0.1696 4.24103 0.0033 0.1750

,~--------

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1

~

-ZIONSOLUTIONSzu=

M[nergy~Ccrnpwty No single reading of any data set exceeded a SOF of one. The Sign Test was performed using a UBGR equal to the DCGLAo multiplied by the assigned fraction of 0.1800.

Because there are multiple survey units in the Auxiliary Building, the sum of the assigned fractions for all survey units in the Auxiliary Building basement must be less than one.

Consequently, the summation of the assigned fractions for the UBGRs for the remainder of the survey units in the Auxiliary Building basement must be less than 0.8200.

The mean SOF for the Auxiliary Building 542 ft. embedded floor drains FSS results is 0.1696. The standard deviation of the mean for the Auxiliary Building 542 ft. embedded floor drain FSS data population was 0.0033 with a 95% upper confidence limit (UCL) of 0.1750. This results in a dose of 4.2410 mrem/yr. The FSS of the embedded floor drains applied the DCGLs listed in Table 2, which assumes that all activity is released from the drains at the same rate as from the floor or wall surfaces in the Auxiliary Basement. The dose calculated using the Table 2 DCGL values is overly conservative because it does not take credit for the reduction in release due to the presence of grout. Therefore, a more realistic, yet still conservative dose calculation was performed that accounts for the

' presence of grout. The revised calculation that* accounts for the presence of grout was used to demonstrate compliance with the dose criterion (see LTP section 6.17). A summary of this calculation is provided below.

The reduction in radionuclide release from the Auxiliary Building embedded floor drains due to the presence of grout was calculated in Attachment F of TSD 14-009, Revision 3, "Brookhaven National Laboratory: Evaluation of Maximum Radionuclide Groundwater Concentrations for Basement Fill Model" (Reference 14). The reduction in radionuclide release is linearly correlated to a reduction in dose. The caleulation assumes a one foot length of grout in a pipe and that all the residual radioactivity in the pipe is located directly under the one foot later of grout. For the Auxiliary Building embedded floor drains, this is very conservative assumption given that the length of the floor drain sections range from 18 to 188 feet and the entire drain system was grouted to refusal. The vast majority of the activity in the embedded drain pipes would have a much longer length of grout to diffuse through than 1 foot. Based on the FSS results and the DCGLs in Table 2, the total dose including all ROC was calculated to be 4.241 mrem/yr. Using the highest fractional release of4.98E-07 from Attachment F of TSD 14-009, Revision 3 (for a one foot grout layer), a conservative. estimate of dose, including the effect of diffusion through grout, is 4.241 mrem/yr x 4.98E-07 = 2.1 lE-06 mrem/yr.

The insignificant contributor dose percentage used in the calculation was based on HTD analysis of sediment samples collected from the embedded floor drain piping prior to FSS. The dose percentage assigned to the insignificant contributor radionuclides is 3.952%. Therefore, the bounding dose from the insignificant contributors alone, with no

[29]

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1

~

-ZIONSOWTIONSuc=

MEnorgySl!A.itcrlu~

credit for grout, would be 3.952%ofthe 4.241 mrem/yr that was calculated assuming no grout present. This results in a dose of 0.0392*4.241 mrem/yr = 0.17 mrem/yr.

In conclusion, the total dose to be assigned to the Auxiliary Building embedded floor drains for the compliance calculation in L TP section 6.17 is 2.11 E-06 mrem/yr + 0.17 mrem/yr = 0.17 mrem/yr with rounding.

12.

ANOMALIES No anomalies were observed during the performance or analyses of the survey.

13.

CONCLUSION.

The survey plan for the floor drain pipe required the collection of a measurement for each foot of pipe that was accessible. This resulted in an areal survey coverage of 100% for the interior surfaces of all accessible pipe. The concentration assigned to the portions of the pipe that were not accessible for survey was the highest measurement collected prior to remediation in the accessible portion of the pipe.

• The initial inventory of installed embedded piping in the floor of the Auxiliary Building 542 ft. was 3,388 linear feet. ZionSolutions chose to excavate and dispose of 667 feet of shallow embedded pipe, primarily Equipment Drain piping. Of the remaining 2,721 feet

• of deeply embedded floor drain piping, I 00% was decontaminated by hydrolasing as an ALARA measure. A total of 2,636 feet (97%) of pipe, in 28 different pipe lengths, was accessible for survey. Eighty-five (85) feet of pipe was not accessible for survey (the !-

inch diameter survey probe was 4 times the diameter of the Hydrolaser tip, which allowed for remediation but not survey). As a conservative measure, the 85 feet of pipe that was remediated, but was not accessible for survey, was assigned a concentration equal to the maximum pre-remediation measurement identified during characterization.

After FSS is complete, the total 2, 721 feet of floor drain pipe remaining in the Auxiliary Building 542 ft. concrete floor will be grouted to refusal, along with the sumps.

For the FSS of the Auxiliary Building 542 ft. elevation embedded floor drain pipe, no single measurement taken in any pipe exceeded a SOF of one. The Sign Test was passed at the assigned fraction of the DCGL, i.e., 0.1800, rejecting the Null Hypothesis. The assigned fraction* for the UBGR for the remainder of the survey units in the Auxiliary Building basement must equal 0.8200. The FSS results produced a mean SOF for the Auxiliary Building 542 ft. embedded floor drain pipe of 0.1696. This equates to a dose of 4.2410 mrem/yr. However, because the embedded floor drain pipes were grouted to refusal, a more realistic, yet still conservative dose of 0.17 mrem/yr was calculated in accordance with LTP section 6.13.1. Because the Sign Test passed (rejecting the null hypothesis) and, no individual measurement exceeded a SOF of one, survey unit S 1-05119A passes FSS.

[30]

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05 l l 9A, Rev. 1

14.

REFERENCES

~

-.ZIONSOLUTIONSLU=

Arl[hGlgySOl\\tml~

1.

ZionSolutions procedure ZS-LT-300-001-005, "Final. Status Survey Data Reporting"

2.

ZSRP License Termination Plan (LTP)

3.

FSS Sample Plan Sl-05119A-S

4.

ZionSolutions procedure ZS-LT-300-001-001, "Final Status Survey Package.

Development"

5.

NUREG-1575, Revision I, "Multi-Agency Radiation Survey and Site Investigation Manual" (MARS SIM)

6.

ZionSolutions procedure ZS-LT-300-001-002, "Survey Unit Classification"

7.

ZionSolutions TSD 16-008, "Radiological Characterization Report for Auxiliary Building 542 Ft. Embedded Floor Drain Pipe" 8..

ZionSolutions procedure ZS-LT-300-001-001, "Final Status Survey Package Development"

9.

ZionSolutions TSD 14-010, Rev. 2, "RESRAD Dose Modeling for Basement Fill Model, Soil DCGL, and Calculation of Basement Fill Model Dose Factors"

10.

ZS-LT-01, "Quality Assurance Project Plan"

11.

ZionSolutions procedure ZS-LT-300-001-003, "Isolation and Control.for Final Status Survey"

12.

ZionSolutions procedure ZS-LT-300-001-006, "Radiation Surveys of Pipe Interiors Using Sodium/Cesium IodideDetectors"

13.

ZionSolutions procedure ZS-LT-300-001-004, "Final Status Survey Data Assessment"

14.

ZionSolutions TSD 14-009, Revision 3, "Brookhaven National Laboratory:

Evaluation of Maximum Radionuclide Groundwater Concentrations for Basement Fill Model"

15.

ATTACHMENTS 15.1.

Attachment I - Figure and Maps 15.2. -.Sample Data 15.3. - Sign Test 15.4. - QC Data

[31]

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A, Rev. 1

~

-ZIONSOLUTIONSuc=

All Energy~~

• 15.5 - Insignificant Contributor Dose Analysis

. [32]

15.l ATTACHMENT 1 FIGURES

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRA IN PIPE SURVEY UNITS 05 I I 9A Legend c:::J sump Floor Drain Clean Out

-- Surveyed

-- Refusal FIGURE I

[34]

Date: 11/9/2016 Aux. Building 542' Embedded Floor Drains U2

~

ZIONSOLUTIONS;;;

M--

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A

. 15.2 ATTACHMENT 2 SAMPLE DATA.

[35]

~

.-.ZIONSOLUTIONSuc=

AtlEnol;:ySaM:icns~

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross PiP,C Secti.on

Sump, Gamma Activity

, loCiirit'l Section A2 to A3 Position 0 OA 8.78E+o8 Section A2 to A3 Position 1 OA 6.93E+o8 Section A2 to A3 Position 2 OA 9.46E+D8 Section A2 to A3 Position-3 OA l.27E+o9 Section A2 to A3 Position 4 OA I.39E+o9 Section A2 to A3 Position 5 OA 1.19E+o9 Section A2 to A3 Position 6 OA 1.11E+o9 Sec'tion A2 to A3 Position 7 DA l.D5E+o9 Section A2 to A3 Position 8 DA I.30E+o9 Section A2 to A3 Position 9 DA l.D7E+o9 Section A2 to A3 Position 10 DA 1.46E+o9 Section A2 to A3 Position 11 DA 9.51E+o8 Section A2 to A3 Position 12 DA 5.68E+o8 Section A2 to A3 Position 13 DA 2.86E+o8 Section A3 to Sump A Position 0 OA l.17E+o9 Section A3 to Sumo A Position I DA l.17E+o9 Section A3 to Sump A Position 2 DA l.llE+o9 Section A3 to Sumo A' Position 3 DA l.16E+o9 Section A3 to Sump A Position 4 DA l.32E+o9 Section A3 to Sumo A Position 5 DA l.33E+o9 Section A3 to Sumo A Position 6 DA l.36E+o9 Section A3 to Sumo A Position 7

.DA 1.11E+D9 Section A3 to Sumo A Position 8 OA 9.72E+o8 Section A3 to Sumo A Position 9 OA 9.56E+D8 Section A3 to Sumo A Position I 0 OA 9.80E+D8 Section A3 to Sumo A Position 11 OA 1.18E+o9 Section A3 to Sumo A Position 12 OA 1.16E+o9 Section A3 to Sumo A Position 13 DA 9.54E+D8 Section A3 to Sumo A Position 14 DA 1.18E+o9 Section A3 to Sumo A Position 15 OA l.IDE+o9 Section A3 to Sumo A Position 16 OA 9.43E+o8 Section A3 to Sumo A Position 17 DA 8.18E+o8 Section A3 to Sumo A Position 18 DA 8.D5E+o8 Section A3 to Sumo A Position 19

'DA 8.12E+o8 Section A3 to Sumo A Position 20 OA 7.72E+D8 Section A3 to Sump A POsition 21 DA 8.43E+o8 Section A3 to Sumo A Position 22 DA 8.85E+o8 Section A3 to Sumo A Position 23 DA 1.25E+D9 Section A3 to Sumo A Position 24 DA l.31E+o9 Section A3 to Sumo A Position 25 DA 1.18E+o9 Section A3. to Sumo A Position 26 DA 1.59E+D9 Section A3 to Sumo A Position 27 DA 1.98E+D9 Section A3 to Sumo A Position 28 DA 6.28E+o8 Section A3 to Sumo A Position 29 DA 2.55E+D8 Section* A3 to Sumo A Position 30 OA 2.08E+D8 Co-60 Cs-134

, Cs-137 Mixture

• Cone.

Cone.

Colle.

foClJm'l (oCiim'l (0Cii:U11 we l.59E+08 3.07E+o5 7.19E+08 WC 1.26E+D8 2.42E+o5 5.67E+D8 WC l.72E+D8 3.31E+D5 7.74E+D8 WC 2.31E+08 4.46E+o5 1.04E+D9 WC 2.51E+08 4.85E+o5 l.13E+D9 WC 2.15E+08 4.15E+o5 9.71E+D8 WC 2.0IE+08 3.89E+o5 9.D9E+D8 we l.91E+o8 3.69E+o5 8.63E+D8 we 2.36E+o8 4.56E+o5 l.D7E+D9 we l.94E+08 3.75E+o5 8.76E+D8 we 2.65E+o8 5.12E+o5 l.2DE+09 we l.72E+o8 3.33E+o5 7.78E+08 we l.03E+o8 l.99E+o5 4.65E+o8 WC 5.19E+o7 1.00E+o5 2.34E+08 WC 2.12E+o8 4.10E+o5 9.58E+08 we 2.13E+o8 4.l IE+o5 9.60E+o8 we 2.D2E+o8 3.89E+o5 9.IDE+o8 we 2.IOE+o8 4.D6E+o5

• 9.49E+08 WC 2.40E+o8 4.63E+o5 l.08E+o9 we 2.41E+o8 4.66E+o5 l.D9E+o9 we 2.47E+o8 4.76E+o5 l.11E+o9 WC 2.D2E+08 3.90E+05 9.12E+08 we l.76E+o8 3.4DE+o5 7.95E+o8

.WC*

1.73E+o8 3.35E+05 7.82E+o8 we 1.78E+o8 3.43E+D5 8.D2E+D8 we 2.15E+o8 4.14E+o5 9.69E+o8 we 2.IOE+08 4.D6E+o5 9.48E+o8 WC 1.73E+o8 3.34E+D5 7.81E+D8 WC 2.14E+D8 4.12E+o5 9.64E+o8 we l.99E+o8 3.84E+o5 8.99E+o8 WC

. l.71E+o8 3.3DE+05 7.71E+D8 WC l.48E+D8 2.86E+o5 6.69E+D8 we 1.46E+D8 2.82E+o5 6.59E+o8 we l.47E+o8 2.84E+o5 6.65E+o8 we

• l.4DE+o8 2.7DE+D5 6.31E+D8 we l.53E+o8 2.95E+o5 6.9DE+o8 we L61E+o8 3.IDE+o5 7.25E+o8 WC 2.26E+D8 4.37E+D5 1.D2E+D9 we 2.37E+o8 4.58E+o5 l.D7E+D9 WC 2.14E+o8 4.13E+o5 9.65E+D8 WC 2.89E+o8 5.57E+o5 l.3DE+D9 WC' 3.59E+o8 6.93E+o5 I.62E+09 WC 1.14E+08 2.2DE+o5 5.14E+o8

• we 4.63E+o7 8.94E+o4 2.D9E+D8 WC 3.77E+07 7.27E+o4 l.70E+D8

[36]

~

ZIONSOLUTIONSuc

""~-"""-""

Ni-63 Sr-90 Cone.

ConC.,

• Co-60 Cs-134

• Cs-137 Ni-63 Sr-90 SOF SOF

• • SOF SOF....

SOF SOf 1ubm21 loCilm'l 8.04E+o7 4.82E+o5 O.D217 D.DDDl D.2682 0.0DD3 0.002D 0.2922 6.34E+D7 3.8DE+o5 D.Dl71 D.DDDO 0.2114 0.0002 0.DOl6 0.23D4 8.66E+o7 5.19E+D5 D.D234 D.0001 0.2888 0.0003 0.D022 0.3148 1.17E+o8 6.99E+o5 0.0315 0.0001 D.389D O.DD04 D.DD29 D.4239 l.27E+o8 7.60E+o5 D.0343 0.0001 D.4234 0.0005 D.D032 D.4614 l.09E+D8 6.51E+o5 D.D294 D.DDDI D.3624 D.DDD4 D.DD27 D.3949 1.D2E+o8 6.09E+o5 0.0275 0.0001 D.339D 0.D004 0.D025 D.3695 9.65E+o7 5.78E+o5 D.D261 D.0001 D.3218 0.0003 0.D024 D.3507 1.19E+o8 7.14E+o5 D.D322 D.DDOl

. D.3976 D.0004 0.003D 0.4333 9.80E+o7 5.87E+o5 O.D265 D.DDDI D.3269 O.DOD4*

D.DD24 D.3562 l.34E+o8 8.DIE+o5 D.D362 D.ODOl 0.4463 O.DOD5 D.DD33 D.4863 8.70E+D7 5.21E+o5 O.D235 D.ODOI 0.2903 D.OOD3 0.D022 0.3164 5.20E+o7 3.12E+o5 O.Dl41 D.DDDD D.1735 D.0002 0.D013 0.1890 2.62E+07 I.57E+o5 O.D071 O.DDDD D.D873

. D.DDDl D.DDD7 D.D952 1.07E+o8 6.42E+o5 0.029D D.DDDl

'D.3576 D.DDD4 O.OD27 D.3897 l.D7E+o8 6.43E+o5 D.D29D D.DDDl D.3583 D.DOD4 0.D027 0.3905 l.D2E+o8 6.IOE+o5 0.0275 D.DDOI 0.3394 0.00D4 0.0025 0.3699 1.D6E+o8 6.36E+o5 O.D287 D.DDOl D.3539 0.0004 0.0026 0.3857 l.21E+o8 7.25E+o5 O.D327 D.DDOl D.4D35 0.0004 0.003D 0.4397 l.22E+08 7.30E+o5 D.D329 O.DOOl 0.4062 D.OOD4 0.003D D.4427 l.24E+o8 7.46E+o5 D.D336 D.DDOl 0.4151 D.DDD4 0.DD31 D.4524 1.D2E+o8 6.l IE+o5 0.D276 O.DOOI 0.3403 O.ODD4 0.0025 0.37D9 8.89E+o7 5.33E+o5 D.D24D D.DOOl 0.2967 0.00D3 0.0D22 0.3233 8.75E+o7 5.24E+o5 0.D236 0.DDDl D.2918 D.DDD3 D.DD22 D.3180 8.97E+07 5.38E+o5 0.D243 O.ODDl D.2993 D.DDD3 D.DD22 D.3262 l.D8E+o8 6.49E+o5 D.D293 D.DDOl D.3615 0.0004 0.DD27 0.3939 1.06E+o8 6.35E+o5 0.D287 0.00Dl 0.3538 D.ODD4 D.OD26 0.3856

• 8.73E+07 5.23E+o5 D.D236 O.DODl D.2913 D.DDD3 0.DD22 0.3175 l.D8E+o8 6.46E+o5 D.D291 D.DDDl D.3595 D.ODD4 D.DD27 D.3918 l.DOE+o8 6.02E+o5 D.D272 D.DDOl 0.3352 0.0DD4 0.0025 0.3653 8.63E+o7.

5.17E+o5 D.D233 D.DDDI D.2877 D.0003 0.D021 0.3136 7.49E+o7 4.48E+05 0.0202 0.DOOl 0.2497 O.DD03 D.DD19 0.2721 7.37E+o7 4.42E+D5 D.Dl99 D.DDDl D.2459 O.DD03 D.DD18 D.2679 7.43E+o7 4.45E+o5 D.D2Dl D.DDDl D.248D D.DDD3 D.D018 D.27D2 7.D6E+o7 4.23E+o5 0.0191 D.DDOI 0.2356 O.DDD3 0.0018 0.2567 7.72E+o7 4.62E+D5 D.D2D9 D.DDDl D.2574 D.DDD3 D.DD19 D.28D5 8.1DE+o7 4.85E+D5

• 0.0219 D.0001 D.27D3 D.ODD3 0.0020 D.2946 1.14E+D8 6.84E+D5

.D.D3D8 D.DDDl 0.38D8 D.DD04 D.DD28 D:4149 1.2DE+o8 7.18E+o5 0.0324 D.ODDI D.3996 0.D004 0.0030 D.4355 1.D8E+o8 6.46E+o5 D.D292

' D.DDOI 0.3599 D.DD04 D.DD27.

0.3922 1.46E+o8 8.73E+o5 D.D394

' D.DDDl D.4861 O.OD05 D.DD36 D.5297 l.81E+o8 1.08E+o6 D.0489

• D.DDOl 0.6041 0.DDD7 0.0045 D.6583 5.74E+o7 3.44E+o5 D.Dl55 D.DDOD D.1916 D.DDD2 D.DD14 0.2D88 2.34E+o7 1.40E+o5 0.DD63 0.0DDO D.D78D 0.0001 0.D006 0.085D l.90E+D7 l.14E+D5 D.DD51 D.DDDO 0.D634 O.ODDl D.DDD5 0.D691

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR ORA i PIPE SURVEY UNITS 051 19A Gross Pipe Section Sump Gamma Activity

<oeiim 2l Sec1ion A3 to Sumo A Position 3 1 OA 1.44E+o8 Section A I to Header ES TI MA TE OA 1.94E+o9 Section A I to Header ESTIMATE OA 1.94E+o9 Section A 1 to Header ESTIMATE OA 1.94E+o9 Section Al to Header ESTIMATE OA 1.94E+o9 Section A I to Header ES TIM A TE OA 1.94E+o9 Section A I to Header ESTIMATE OA 1.94E+o9 Section A I to Header ESTIMATE OA 1.94E+o9 Section A I to Header ESTIMATE OA 1.94E+o9 Section Al to Header ESTIMATE OA 1.94E+o9 Section A 1 to Header ESTIMATE OA 1.94E+o9 Section A I to Header ESTIMATE OA 1.94E+o9 Section A I to Header ESTIMATE OA 1.94E+o9 Section Al to Header ESTIMATE OA 1.94E+o9 Section Al to Header ESTIMATE OA 1.94E+09 Section A I to Header ESTIMATE OA 1.94E+o9 Section A I to Header ESTIMATE OA 1.94E+o9 Section Al to Header ESTIMATE OA 1.94E+o9 Section Al to I-leader ESTIMATE DA 1.94E+o9 Section A I to Header ESTIMATE OA 1.94E+09 Section Al to I-leader ESTIMATE OA 1.94E+o9 Section Al to Header ESTIM ATE OA 1.94E+09 Section A I to Header ESTIMATE OA 1.94E+o9 Section A I to Header ESTIMATE OA 1.94E+09 Section Al to Header ESTIMATE OA 1.94E+09 Section A 1 to Header ESTIMATE OA 1.94E+09 Sec1ion A I to Header ESTIMATE OA 1.94E+09 Section A I to Header ES Tl MA TE OA 1.94E+09 Section A I to Header ESTIMATE OA 1.94E+o9 Section A I to Header ESTIMATE OA 1.94E+o9 Section 62 to Sumo A Position 0 OA 1.22E+o9 Section B2 to Sumo A Position I OA 1.22E+o9 Section B2 to Sump A Position 2 OA 1.3 1E+o9 Section B2 to Sumo A Position 3 OA 1.19E+o9 Section 82 to Sumo A Position 4 OA 9.90E+o8 Section 62 to Sumo A Position 5 OA 6.24E+o8 Section B2 to Sumo A Posi tion 6 OA 8.04E+o8 Section 82 to Sump A Position 7 OA 7.12E+o8 Section 82 to Sumo A Position 8 OA 6.53E+08 Section 82 to Sumo A Position 9 OA 6.46E+o8 Section 82 to Sump A Position I 0 OA 7.20E+o8 Section 62 to Sumo A Position 11 OA 7.02E+o8 Section B2 to Sumo A Position 12 OA 8.35E+o8 Mixture w e we w e we we we we we we we we we we we we we we we we we we we we we we we we we we we we we we we we we we we we we we we we eo-60 es-134 es-137 Ni-63 Cone.

Cone.

Cone.

Cone.

(oCi/m2l

<oeiim2l (oCi/m2)

(oCiim' l 2.62E+o7 5.05E+04 1.1 8E+08 1.32E+o7 3.52E+o8 6.79E+o5 1.59E+09 l.78E+o8 3.52E+o8 6.79E+o5 1.59E+09 l.78E+o8 3.52E+o8 6.79E+o5 1.59E+09 1.78E+o8 3.52E+o8 6.79E+05 1.59E+09 1.78E+o8 3.52E+o8 6.79E+05 1.59E+09 1.78E+08 3.52E+o8 6.79E+o5 1.59E+09 1.78E+o8 3.52E+o8 6.79E+o5 1.59E+o9 l.78E+o8 3.52E+o8 6.79E+o5 1.59E+o9 l.78E+o8 3.52E+08 6.79E+05 1.59E+o9 1.78E+o8 3.52E+08 6.79E+05 1.59E+o9 l.78E+o8 3.52E+08 6.79E+o5 1.59E+o9 l.78E+o8 3.52E+08 6.79E+o5 1.59E+o9 l.78E+o8 3.52E+o8 6.79E+o5 1.59E+o9 l.78E+o8 3.52E+o8 6.79E+05 1.59E+09 1.78E+08 3.52E+o8 6.79E+o5 1.59E+o9 1.78E+08 3.52E+o8 6.79E+05 1.59E+o9 l.78E+o8 3.52E+o8 6.79E+o5 1.59E+o9 l.78E+o8 3.52E+o8 6.79E+05 1.59E+o9 I.78E+o8 3.52E+08 6.79E+05 1.59E+09 l.78E+08 3.52E+o8 6.79E+o5 1.59E+o9 l.78E+o8 3.52E+o8 6.79E+05 1.59E+o9 l.78E+08 3.52E+o8 6.79E+05 1.59E+o9 l.78E+o8 3.52E+o8 6.79E+o5 1.59E+09 1.78E+08 3.52E+o8 6.79E+o5 1.59E+09 1.78E+08 3.52E+o8 6.79E+o5 1.59E+09 1.78E+08 3.52E+o8 6.79E+o5 1.59E+o9 1.78E+o8 3.52E+o8 6.79E+o5 1.59E+o9 l.78E+o8 3.52E+08 6.79E+o5 1.59E+o9 l.78E+08 3.52E+08 6.79E+o5 1.59E+09 l.78E+o8 2.2 1E+08 4.27E+o5 9.99E+o8 1.1 2E+o8 2.22E+08 4.28E+o5 1.00E+o9 1.1 2E+o8 2.38E+08 4.59E+o5 1.07E+o9 1.20E+o8 2.16E+08

4. 18E+o5 9.76E+o8 1.09E+08 l.79E+08 3.46E+o5

8. IOE+08 9.06E+07 1.1 3E+08

2. 18E+o5

5. l !E+o8

5. 71 E+o7 1.46E+08 2.8 1E+o5 6.58E+o8 7.36E+o7 1.29E+08 2.49E+o5 5.82E+o8 6.5 1E+o7 l.1 8E+08 2.28E+05 5.34E+o8 5.97E+07 1.1 7E+08 2.26E+o5 5.29E+08 5.9 1E+07 1.3 1 E+OS 2.52E+-05 5.89E+o8 6.59E+o7 1.27E+08 2.46E+o5 5.74E+o8 6.42E+o7 1.5 1 E+08 2.92E+-05 6.83E+o8 7.64E+o7

[37]

~

ZIONSOLUTIONSu:c

~--

Sr-90 Cone.

eo-60 es-134 es-137 Ni-63 Sr-90 SOF SOF SOF SOF SOF SOF lnf'i/m' '

7.92E+o4 0.0036 0.0000 0.044 1 0.0000 0.0003 0.0480 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.000 1 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 O.Q480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+06 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+06 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+06 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 O.Q480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.000 1 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 O.Q480 0.0001 0.5923 0.0006 0.0044 0.6455 1.06E+o6 0.0480 0.0001 0.5923 0.0006 0.0044 0.6455 l.06E+o6 0.0480 0.000 1 0.5923 0.0006 0.0044 0.6455 1.06E+o6 O.Q480 0.0001 0.5923 0.0006 0.0044 0.6455 6.69E+o5 0.0302 0.0001 0.3727 0.0004 0.0028 0.4062 6.71 E+o5 0.0303 0.0001 0.3734 0.0004 0.0028 0.4069

7. 18E+o5 0.0324 0.0001 0.3999 0.0004 0.0030 0.4359 6.54E+o5 0.0295 0.0001 0.3643 0.0004 0.0027 0.3970 5.43E+o5 0.0245 0.000 1 0.3022 0.0003 0.0023 0.3293 3.42E+o5 0.0 154 0.0000 0.1905 0.0002 0.0014 0.2076 4.41E+o5 0.0199 0.0001 0.2455 0.0003 0.0018 0.2675 3.90E+o5 0.0 176 0.0000 0.2 173 0.0002 0.0016 0.2368 3.58E+05 0.0 161 0.0000 0.1993 0.0002 0.0015 0.2 172 3.54E+o5 0.0 160 0.0000 0.1973 0.0002 0.0015 0.2150 3.95E+o5 0.0 178 0.0000 0.2 198 0.0002 0.0016 0.2395 3.85E+o5 0.0 174 0.0000 0.2 142 0.0002 0.0016 0.2335 4.58E+05 0.0207 0.0001 0.2549 0.0003 0.0019 0.2778

\\

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Gamma Pipe Section Suinp Activity

,. lnCiim'l, Section 82 to Sump A Position 13 OA 8.42E+08 Section 82 to Sumo A Position 14 OA 9.34E+-08 Section 82 to Sumo A Position 15 DA 7c79E+-08 Section 82 to Suino A Position 16 OA 5.86E+-08 Section 82 to Sumo A Position 17 DA 6.45E+D8 Section 82 to Sump A Position 18 DA 5.55E+-08 Section 82 to Sumo A Position 19 DA 4.97E+-08 Section 82 to Sump A Position 20 OA 5.27E+-08 Section 82 to Sumo A Position 21 DA 4.62E+-08 Section B2 to Sumo A Position 22 DA 4.85E+-08 Section 82 to Sumo A Position 23 DA 5.20E+-08 Section 82 to Sump A. Position 24 DA 5.17E+-08 Section 82 to Sump A Position 25 DA 4.71E+-08 Section 82 to Sump A Position 26 DA 4.41E+08 Section 82 to Sump A Position 27 OA 4.92E+08 Section 82 to Sumo A Position 28 OA 6.0IE+08 Section 82 to Sump A Position 29 OA 4.94E+-08 Section 82 to Sumo A Position 30 OA 5.09E+-08 Section 82 to Sump A Position 31 OA 4.34E+-08 Section 82 to Sumo A Position 32 OA 5.55E+-08 Section 82 to Sump A Position.33 OA 5.21E+08 Section 82 to Sumo A Position 34 OA 5.65E+-08 Section 82 to Sump A Position.35 OA 8.50E+-08 Section 82 to Sumo A Position 36 OA 8.66E+-08 Section 82 to Sumo A Position 37 OA 7.72E+D8 Section 82 to Sump A Position 38 OA 8.89E+08 Section 82 to Sumo A Position 39 OA 8.54E+-08 Section 82 to Sump A Position 40 OA 9.84E+-08 Section B2 to Sumo A Position 41 DA l.D2E+-09 Section 82 to Sumo A Position 42 OA 8.42E+-08 Section 82 to Sump A Position 43 OA 1.08E+-09 Section 82 to Sumo A Position 44 OA 1.1 lE+-09 Section 82 to Sumo A Position 45 OA 9.76E+-08 Section 82 to Sump A Position 46 DA 9.51E+D8 Section 82 to Sumo A Position 4 7 DA 6.12E+-08 Section 82 to Sump A Position 48 DA 6.34E+-08 Section 82 to Sumo A Position 49 DA 6.45E+-08 Section 82 to Sumo A Position 50 OA 6.84E+-08 Section 82 to Sumo A Position 51 OA 9.7DE+-08 Section 82 to Sumo A Position 52 OA

. 1.17E+-09 Section 82 to Sump A Position 53 DA l.45E+09 Section 82 to Sumo* A Position 54 DA 1.3DE+-09 Section 82 to Sumo A Position 55 OA l.2DE+-09 Mixture WC WC WC WC WC we WC WC WC we WC WC WC WC WC WC we we we we

.WC we WC we WC WC WC WC we WC WC we we WC we we we WC WC we WC we WC Co-60 Cs-134 Cs-137 Cone.

Cone.

Cone:

(pCiim'l

!nCiim'l lnCi/m2l 1.53E+08 2.95E+05 6.89E+-08 1.69E+-08 3.27E+-05 7.65E+-08 l.41E+-08 2.73E+-05 6.38E+08 l.D6E+-08 2.D5E+-05 4.8DE+D8 1.17E+-08 2.26E+-05 5.28E+08 1.DlE+-08 1.94E+-05 4.55E+D8 9.DlE+-07 1.74E+-05 4.07E+-08 9.55E+-07 1.84E+-05 4.31E+08 8.38E+-07 l.62E+-05 3.78E+D8 8.80E+-07 l.7DE+-05 3.97E+D8 9.42E+-07 l.82E+05 4.25E+D8 9.37E+-07 l.81E+-05 4.23E+D8 8.54E+-07 l.65E+-05 3.86E+-08 7.99E+07 1.54E+-05 3.60E+-08 8.93E+-07 l.72E+-05 4.D3E+D8 l.09E+08 2.lDE+-05 4.92E+08 8.96E+-07 1.73E+-05 4.D4E+-08 9.23E+-07 l.78E+-05 4.16E+-08 7.86E+07 1.52E+-05 3.55E+-08 l.D1E+08 1.94E+-05 4.54E+08 9.45E+-07 l.82E+-05 4.27E+08 1.D2E+-08 1.98E+-05 4.62E+-08 l.54E+-08

• 2.97E+-05 6.95E+-08 l.57E+-08 3.D3E+-05 7.09E+08 1.4DE+08 2.70E+-05 6.32E+-08 1.61E+-08 3.1 lE+-05 7.27E+-08 1.55E+-08 2.99E+-05 6.98E+08 1.78E+-08 3.44E+-05 8.05E+08 1.84E+-08 3.56E+-05 8.32E+-08 1.53E+-08 2.95E+-05 6.89E+08 l.96E+-08, 3.79E+-05 8.85E+08 2.D2E+-08 3.89E+-05 9.!0E+08 l.77E+-08 3.41E+-05 7.98E+08

!.72E+-08 3.33E+-05.

7.78E+D8 l.1 lE+-08 ' 2.14E+-05 5.D!E+-08 l.15E+-08 2.22E+-05 5.19E+-08 l.17E+-08 2.26E+-05 5.28E+-08 1.24E+-08 2.39E+-05 5.59E+-08 1.76E+08 3.39E+D5 7.93E+-08 2.12E+08 ' 4.lDE+-05 9.58lH08 2.64E+08' 5.D9E+-05 l.19E+09 2.35E+-08 4.54E+-05 1.06E+-09 2.18E+-08 4.21E+-05 9.84E+08

[38]

~

=ZlONSOLUTIONSu.c-M--

Ni-63 Si-90 Co-60 Cs-134 Cs-137.

Ni-63 Sr-90 Cone.

Cone.

SOF SOF SOF SOF SOF SOF lnCiim2l

• (pCi/m2l 7.71E+-07 4.62E+-05 0.0208 0.0001 0.2572 0.0003 0.0019 0.2803 8.55E+-07 5.12E+-05 0.0231 0.0001 0.2852 O.ODD3 D.OD21 0.3109

.7.13E+-07 4.27E+-05 D.D193 0.0001 0.2379 0.DDD3 D.DD18 D.2592 5.36E+-07 3.21E+-05 0.D145 D.DDDD 0.1789 0.DD02 D.DD13 D.195D 5.90E+-07 3.54E+05 0.0160 O.DDDD D.197D D.DDD2 0.0D15. D.2147 5.D8E+-07 3.D5E+-05 O.D137 0.DDDD D.1696 D.DDD2 D.DD13 0.1848 4.55E+-07 2.72E+-05 O.D123.

0.DDDD D.1517 D.DDD2 D.DDll 0.1653 4.82E+-07 2.89E+-05 0.0130 0.DDDD D.1608 D.ODD2 O.OD12 0.1753 4.23E+-07 2.53E+-05 D.D114 O.DDDD D.1411 0.0DD2 D.DDll D.1538 4.44E+07 2.66E+-05 D.0120 O.DDDO D.1482 O.D002 O.DDl 1 D.1615 4.76E+-07 2.85E+-05 D.0129 D.DDDO 0.1587 D.DDD2 0.0012 D.1729 4.73E+-07 2.83E+-05 D.0128 O.DDOD 0.1578 O.DDD2 D.DD12 D.1719 4.3 lE+-07 2.58E+-05 D.Dl 17 D.DDOD 0.1438 O.DOD2 0.0011 0.1568 4.03E+-07 2.42E+-05 0.0109 0.0DDD D.1345 D.ODDl 0.0DlO 0.1466 4.5!E+-07 2.70E+-05

• D.0122 D.ODOD D.1504 0.0DD2 D.DDl 1 D.1639 5.SOE+-07 3.29E+-05 0.0149 0.00DD D.1835 D.OD02 0.0014 0.1999 4.52E+-07 2.71E+-05 O.D122 D.OODD D.15D8 D.DDD2 D.DDll 0.1644 4.66E+-07 2.79E+-05 0.0126 O.OODD D.1554 D.OD02 O.OD12 0.1693 3.97E+-07 2.38E+-05 0.D!07 0.00DO D.1324 D.OODI 0.0D10 0.1443 5.D8E+-07 3.04E+-05 D.0137 0.0DOD 0.1694 D.DDD2 0.0013 D.1846 4.77E+-07 2.86E+-05 O.D129 D.ODOD 0.1591 D.ODD2 D.DD12 D.1734 5.17E+-07 3.lDE+-05 O.D14D 0.00DD 0.1724 D.DDD2 O.OD13 0.1879 7.78E+-07 4.66E+-05 0.021D O.OODl 0:2595 D.ODD3 0.0019 0.2828 7.93E+-07 4.75E+-05 O.D214 O.OODl D.2645 D.DDD3 0.0D2D 0.2882 7.D7E+-07

• 4.23E+-05 0.D191 D.ODDl D.2357 D.ODD3 D.DD18 D.2569 8.13E+-07 4.87E+-05

• O.D22D D.DOOl 0.2713 D.ODD3 D.DD2D 0.2957 7.81E+-07 4.68E+-05 O.D211 D.ODDl D.2606 D.ODD3 O.OD19 0.2840 9.DlE+-07 5.40E+-05 0.0243 O.DDDl D.3DD5 D.OD03 O.DD22 D.3274 9.30E+-07 5.57E+-05 0.0251 O.DDDl D.3104 O.DD03 D.DD23 D.3383 7.70E+07 4.62E+-05 0.D2D8 0.0001 D.2570 D.ODD3 O.OD19 0:28Dl 9.9DE+-07 5.93E+-05 0.0268 0.0001 0.3302 0.0004 0.0D25 0.3598

!.02E+-08 6.lDE+-05 D.0275 D.ODDl D.3396 O.DDD4 D.DD25 0.37DO 8.93E+-07 5.35E+-05 0.0241 D.ODOl 0.2979 O.DDD3 D.OD22 D.3246 8.7DE+-07 5.21E+-05 0:0235 0.0001 D.29D2 D.DOD3 O.OD22 D.3163 5.60E+-07 3.36E+-05 0.0151 D.ODOD D.1869 D.DOD2 D.OD14 D.2037 5.8DE+-07 3.48E+-05 O.D157 O.ODDD D.1935 D.DDD2 O.DD14 D.2109 5.91E+-07 3.54E+-05 0.016D 0.0DDD D.1970 D.ODD2 D.DD15 D.2147 6.26E+-07 3.75E+-05 0.0169 0.DDDO D.2087 0.0002 D.D016 0.2274 8.87E+-07 5.32E+05

. 0.0240 0.DDDl D.296D 0.D003 D.D022 0.3226 l.D7E+-08 6.42E+-05 0.0290 O.DDOl 0.3574 O.D004 D.D027 0.3895 1.33E+-08 7.97E+-05 O.D36D 0.DODl D.4439 D.D005 D.0033 0.4837 1.19E+-08 7.1 lE+-05 O.D321 O.DDDl

.!i).3959 O.ODD4 D.DD3D 0.4315 1.IOE+-08 6.59E+D5 0.0297 0.DDOl 0.3671 D.DDD4 D.OD27 D.4D01

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UN ITS 05119A Gross Pipe Section Sw11p Gamma Activity

!nC'i/m1)

Section B2 to Sumo A Position 56 OA l.27E+-09 Section 82 to Sump A Position 57 OA 1.59E+-09 Section B2 to Sump A Position 58 OA 4.94E+-08 Section 82 to Sumo A Position 59 OA l.96E+-08 Section B2 to Sump A Position 60 OA 1.47E+-08 Section 82 to Sumo A Position 6 1 OA

1. 1 IE+-08 Section 82 to Sump A Position 62 OA 7.23E+-07 Section 8 2 to Sumo A Position 63 OA 5.8 1E+-07 Section B 1 to Header B Position 13 ESTIMATE OA 2.08E+-09 Section Bl to Header B Position 12 ESTIMATE OA 2.08E+-09 Section B 1 to Header 8 Position 11 ESTIMATE OA 2.08E+-09 Section BI to Header B Position I 0 ESTIMATE OA 2.08E+-09 Section B I to Header B Position 9 ESTIMATE OA 2.08E+-09 Section B I to Header B Position 8 ESTIMATE OA 2.08E+-09 Section B I to Header B Position 7 ESTIMATE OA 2.08E+-09 Section B I to Header B Position 6 ESTIMATE OA 2.08E+-09 Section B I to Header B Position 5 ESTIMATE OA 2.08E+-09 Section B I to Header B Position 4 ESTIMATE OA 2.08E+-09 Section B I to Header B Position 3 ESTIMATE OA 2.08E+-09 Section B 1 to Header B Position 2 ESTIMATE OA 2.08E+-09 Section B I 10 Header B Position I ESTIMATE OA 2.08E+-09 Section BI to Header B Position 0 ESTIMATE OA 2.08E+-09 Section CI 10 C Header Position 0 OA 1.77E+-09 Section C I 10 C Header Position I OA l.66E+-09 Section Ct to C Header Position 2 OA 2.32E+-09 Section C I to C Header Position 3 OA 2.40E+-09 Section C I to C Header Position 4 OA l.90E+09 Section CI to C Header Position 5 OA 7.50E+08 Section Cl to C Header Posi tion 6 OA 4.27E+08 Section C2 to A Sump Position 0 OA 9.22E+08 Section C2 to A Sumo Position I OA 9.76E+08 Section C2 to A Sump Position 2 OA 9.52E+08 Section C2 to A Sumo Position 3 OA 7.80E+-08 Section C2 to A Sumo Position 4 OA 7.56E+08 Section C2 to A Sump Position 5 OA 6.44E+08 Section C2 to A Sumo Position 6 OA 5.84E+08 Sec1ion C2 to A Sump Position 7 OA 5.75E+08 Section C2 to A Sump Position 8 OA 5.65E+08 Sec1ion C2 to A Sumo Position 9 OA 4.82E+08 Section C2 to A Sump Position I 0 OA 4.53E+08 Section C2 to A Sumo Position 11 OA 4.53E+08 Section C2 to A Sumo Position 12 OA 4.72E+08 Section C2 to A Sump Position 13 OA 5.49E+08 Mixture we we w e we we we we w e we we we we we w e we we we we w e we we we we we we we we we we we we w e we w e we we we we w e we we we we eo-60 es-1 34 es-137 Cone.

Cone.

Cone.

!nCi/m2)

(p(i/m2)

(p(i/m1) 2.3 1 E+-08 4.45E+05 l.04E+09 2.88E+-08 5.55E+05 l.30E+09 8.95E+-07 l.73E+05 4.o4E+08 3.55E+-07 6.85E+04 1.60E+08 2.67E+07

5. 16E+04 l.2 1E+08 2.00E+-07 3.87E+04 9.04E+07 1.3 1 E+-07 2.53E+04 5.9 1 E+07 l.05E+07 2.03E+04 4.75E+07 3.77E+-08 7.28E+05 l.70E+09 3.77E+08 7.28E+05 1.70E+09 3.77E+-08 7.28E+05 I.70E+09 3.77E+08 7.28E+05 1.70E+09 3.77E+08 7.28E+05 1.70E+09 3.77E+08 7.28E+05 l.70E+09 3.77E+-08 7.28E+05 I.70E+09 3.77E+-08 7.28E+05 1.70E+09 3.77E+-08 7.28E+-05 1.70E+09 3.77E+08 7.28E+-05 1.70E+09 3.77E+-08 7.28E+05 l.70E+09 3.77E+08 7.28E+05 1.70E+09 3.77E+-08 7.28E+-05 l.70E+09 3.77E+-08 7.28E+-05 1.70E+09 3.2 1 E+-08 6.20E+-05 1.45E+09 3.02E+08 5.82E+-05 l.36E+09 4.21 E+08

8. 13E+05 1.90E+09 4.35E+08 8.39E+05 l.96E+09 3.44E+08 6.63E+05 l.55E+09 l.36E+-08 2.63E+05 6.14E+08 7.75E+07 l.50E+05 3.50E+08 1.67E+08 3.23E+-05 7.55E+08 l.77E+08 3.42E+05 7.99E+08 l.73E+08 3.33E+-05 7.79E+08 1.41E+08 2.73E+-05 6.38E+08 l.37E+08 2.65E+05

6. 19E+08 I. I 7E+-08 2.25E+05 5.27E+08 l.06E+-08 2.05E+-05 4.78E+08 l.04E+08 2.0 IE+05 4.7 1E+08 1.02E+-08 I.98E+05 4.62E+08 8.73E+07 l.69E+-05 3.94E+08 8.21 E+07 I.58E+-05 3.70E+08 8.21 E+-07 l.59E+05 3.71E+08 8.56E+07 l.65E+05 3.86E+08 9.96E+07 I.92E+05 4.50E+08

[39)

Ni-63 Sr-90 Cone.

Cone.

e o-60 es-134 SOF SOF (p(i/m2) lnC'i/m2)

l. 16E+08 6.97E+05 0.03 15 0.0001 l.45E+-08 8.69E+05 0.0392 0.0001 4.52E+-07 2.7 1 E+05 0.0 122 0.0000 1.79E+-07 l.07E+-05 0.0048 0.0000 1.35E+-07 8.08E+04 0.0036 0.0000 l.OIE+-07 6.06E+04 0.0027 0.0000 6.6 1E+06 3.96E+04 0.00 18 0.0000 5.3 1 E+-06

3. I 8E+-04 0.0014 0.0000 1.90E+-08 1.1 4E+06 0.0515 0.0001 1.90E+-08 l.1 4E+-06 0.05 15 0.0001 l.90E+-08

l. 14E+06 0.05 15 0.000 1 l.90E+-08 I 14E+06 0.05 15 0.0001 1.90E+-08 I 14E+06 0.05 15 0.000 1 1.90E+-08 I 14E+06 0.05 15 0.0001 l.90E+-08 I 14E+-06 0.05 15 0.0001 1.90E+-08

1. 14E+06 0.05 15 0.0001 1.90E+-08 l.1 4E+06 0.05 15 0.000 1 1.90E+-08

1. 14E+06 0.0515 0.0001 1.90E+-08 1.1 4E+06 0.05 15 0.000 1 l.90E+-08 1.1 4E+-06 0.0515 0.0001 1.90E+-08

1. 14E+06 0.05 15 0.0001 1.90E+-08

l. 14E+06 0.05 15 0.000 1 l.62E+-08 9.7 1E+-05 0.0438 0.0001 l.52E+-08

9. I 2E+-05 0,04 11 0.0001

2. 13E+-08 1.27E+-06 0.0575 0.0002

2. 19E+08 1.31 E+06 0.0593 0.0002 l.73E+-08 1.04E+-06 0.0469 0.0001 6.87E+07

4. ll E+-05 0.0 186 0.0001 3.9 1E+07 2.34E+05 0.0 106 0.0000 8.44E+-07 5.06E+-05 0.0228 0.0001 8.93E+07 5.35E+05 0.024 1 0.0001 8.72E+-07 5.22E+05 0.0236 0.0001

7. I 3E+-07 4.27E+-05 0.0193 0.0001 6.92E+-07

4. 14E+-05 0.0 187 0.0001 5.90E+-07 3.53E+05 0.0 159 0.0000 5.35E+-07 3.20E+05 0.0 145 0.0000 5.26E+07 3.1 5E+-05 0.0142 0.0000

5. 17E+-07

3. IOE+05 0.0 140 0.0000 4.4 IE+07 2.64E+-05 0.01 19 0.0000

4. 14E+-07 2.48E+-05 0.01 12 0.0000

4. 14E+07 2.48E+-05 0.01 12 0.0000 4.32E+07 2.59E+-05 0.01 17 0.0000 5.03E+-07 3.0IE+05 0.0136 0.0000

~

=ZlONSOLil!JQ!Y§;:;;=.

es-137 Ni-63 Sr-90 SOF SOF SOF SOF 0.3882 0.0004 0.0029 0.4230 0.484 1 0.0005 0.0036 0.5275

0. 1508 0.0002 0.00 11 0.1643 0.0597 0.0001 0.0004 0.0651 0.0450 0.0000 0.0003 0.0491 0.0337 0.0000 0.0003 0.0368 0.022 1 0.0000 0.0002 0.0240 0.0 177 0.0000 0.0001 0.0 193 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.6350 0.0007 0.0047 0.6920 0.5406 0.0006 0.0040 0.589 1 0.5078 0.0005 0.0038 0.5534 0.7095 0.0008 0.0053 0.7732 0.73 19 0.0008 0.0055

0. 7976 0.5787 0.0006 0.0043 0.6306 0.229 1 0.0002 0.0017 0.2496 0.1305 0.0001 0.0010

0. 1422 0.28 16 0.0003 0.0021 0.3069 0.2980 0.0003 0.0022 0.3248 0.2907 0.0003 0.0022 0.3 168 0.2380 0.0003 0.0018 0.2594 0.2308 0.0002 0.00 17 0.2515 0.1967 0.0002 0.00 15 0.2 143 0.1784 0.0002 0.001 3 0.1944 0.1756 0.0002 0.0013 0.1914

0. 1725 0.0002 0.0013 0.1880

0. 1470 0.0002 0.001 1 0.1602

0. 1382 0.000 1 0.00 10 0.1506

0. 1383 0.0001 0.0010 0.1 507

0. 1442 0.0002 0.00 11 0.157 1

0. 1678 0.0002 0.00 13 0.1828

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Gamma Pipe Section Sump Activity loCilm2l Section C2 to A Sumo Position 14 OA 5.1 IE+-08 Section C2 to A Sump Position 15 OA 4.80E+-08 Section C2 to A Sumo Position 16 OA 5.09E+-08 Section C2 to A Sumo Position 17 OA 4.81E+-08 Section C2 to A Sump Position 18 OA 3.93E+-08 Section C2 to A Sumo Position 19 OA 4.08E+-08 Section C2 tO A Sump Position 20 OA 4.41E+08 Section C2 to A Sumo Position 21 OA 5.55E+-08 Section C2 to A Sump Position 22 OA 5.96E+-08 Section C2 to A Sumo Position 23 OA 5.62E+08 Section C2 to A Sump Position 24 OA 5.52E+-08 Section C2 to A Sump Position 25 OA 5.56E+-08 Section C2 to A Sumo Position 26 OA 5.22E+-08 Section C2 to A Sumo Position 27 OA 5.94E+-08 Section C2 to A Sumo Position 28 OA 7.56E+08 Section C2 to A Sump Position 29 OA 8.41E+-08 Section C2 to A Sumo Position 30 OA 7.63E+08 Section C2 to A Sump Position 31 OA 5.86E+08 Section C2 to A Sumo Position 32 OA 7.69E+08 Section C2 to A Sumo Position* 33 OA 9.47E+08 Section C2 to A Sumo' Position 34 OA l.OIE+-09 Section C2 to A Sump Position 35 OA 7.76E+-08 Section C2 to A Sumo Position 36 OA 8.32E+-08 Section C2 to A Sumo Position 37 OA 9.72E+-08 Section C2 to A Sump Position 38 OA 1.14E+09 Section C2 to A Sumo Position 39 OA l.OIE+-09 Section C2 to A Sump*Position 40 OA 6.65E+-08 Section C2 to A Sump Position 41 OA 7.03E+-08 Section C2 to A Sumo Position 42 OA 1.18E+09 Section C2 to A Sump Position 43 OA

• 9.89E+-08 Section C2 to A Sumo Position 44 OA l.06E+-09 Section C2 to A Sumo Position 45 OA 8.96E+08 Section C2 to A Sump Position 46 OA 9.32E+-08 Section C2 to A Sumo Position 47 OA 1.1 IE+09 Section C2 to A Sump Position 48 OA 1.15E+09 S~ction C2 to A Sumo Position 49 OA 1.45E+-09 Section C2 to A Sumo Position 50 OA 1.75E+-09 Section C2 to A Sump Position 51 OA 1.43E+-09 Section C2 to A Sumo Position 52 OA I.37E+-09 Section C2 to A Sump Position 53 OA l.9IE+-09 Section C2 to A Sumo Position 54 OA I.79E+-09 Section C2 to A Sump Position 55 OA l.41E+-09 Section C2 to A Sumo Position 56 OA l.82E+09 Mixture WC WC we we WC we we we WC WC we

.we we WC WC WC' we we we we WC we we we WC we WC we WC WC we WC WC WC WC' WC WC we*

WC we WC we WC Co-60 cs-134 Cs-137 Ni-63 Cone.

Cone.

Cone.

Cone.

(pCi/m2l (oCi/m2)

(oCiim'l (oCilm'l 9.26E+-07 l.79E+-05 4.18E+-08 4.67E+-07 8.70E+-07 l.68E+-05 3.93E+-08 4.39E+-07 9.23E+-07

'l.78E+-05 4.16E+-08 4.66E+-07 8.73E+-07 1.68E+05 3.94E+-08 4.40E+-07 7.13E+-07 1.38E+05 3.22E+08 3.60E+-07 7.40E+-07 1.43E+05 3.34E+08 3.74E+-07 7.99E+-07 l.54E+-05 3.60E+-08 4.03E+07 1.0IE+-08 I.94E+05 4.54E+-08 5.08E+-07 l.08E+-08 2.09E+-05 4.88E+-08 5.46E+-07 l.02E+-08 I.97E+-05 4.60E+-08 5.14E+-07 l.OOE+-08 I.93E+-05 4.52E+-08 5.05E+-07 I.OIE+-08 I.95E+-05 4.55E+-08 5.09E+07 9.46E+-07 1.83E+-05 4.27E+-08 4.77E+-07 l.08E+-08 2.08E+-05 4.86E+08 5.44E+-07 l.37E+-08 2.65E+05 6.19E+08 6.92E+07 1.52E+-08 2.94E+-05 6.88E+08 7.69E+07 l.38E+-08 2.67E+-05 6.25E+08 6.98E+07 I.06E+-08 2.05E+-05 4.80E+08 5.36E+-07 l.39E+-08 2.69E+-05 6.29E+08 7.03E+-07 l.72E+-08 3.32E+-05' 7.75E+08 8.67E+-07 l.83E+-08 3.53E+-05 8.26E+-08 9.24E+-07 l.41E+-08 2.72E+-05 6.35E+08 7.IOE+-07 l.51E+-08 2.91E+-05 6.80E+-08 7.61E+07 l.76E+-08, 3.40E+-05 7.95E+-08 8.90E+07 2.08E+-08 4.0IE+05 9.37E+08 I.05E+08 l.83E+-08 3.53E+05 8.26E+-08 9.24E+07 l.21E+-08 2.33E+-05 5.44E+-08 6.08E+07 1.27E+-08, 2.46E+-05 5.75E+-08 6.43E+-07 2.15E+-08 4.14E+-05 9.68E+-08 1.08E+-08 l.79E+-08 3.46E+-05 8.IOE+-08 9.05E+-07 l.91E+-08 3.69E+-05 8.64E+-08 9.66E+-07 l.62E+-08 3.13E+-05 7.33E+08 8.20E+-07 1.69E+08 3.26E+-05 7.62E+08 8.53E+07 2.02E+-08 3.90E+-05 9.l IE+08 I.02E+08 2.09E+08 4.03E+05 9.42E+-08 1.05E+08 2.63E+-08 5.07E+-05 l.18E+-09 l.33E+08 3.17E+-08 6.12E+-05 1.43E+09 I.60E+08 2.60E+-08 5.02E+-05 1.17E+-09 1.3 IE+-08 2.48E+-08 4.79E+05 l.12E+-09 l.25E+-08 3.46E+-08 6.67E+05 1.56E+-09 I.74E+-08 3.25E+-08 6.28E+05 l.47E+-09 l.64E+-08 2.55E+-08 4.93E+-05 1.15E+09 l.29E+-08 3.30E+-08 6.37E+05 I.49E+-09 l.67E+08

[40]

~

ZIONSOLUTIONSuc

M-'"'""

Sr,90

. Co-60 Cs-134 cs-131 Ni-63 Sr-90 Coric.

SOF SOF SOF SOF SOF

,,SOF foCi/m2l 2.80E+-05 0.0126 0.0000 0.1559 0.0002 0.0012 0.1699 2.63E+-05 0.0119 0.0000 0.1465 0.0002 0.0011 0.1597 2.79E+-05 0.0126 0.0000 0.1553 0.0002 0.0012 0.1693 2.64E+-05 0.0119 0.0000 0.1469 0.0002 0.0011 0.1601 2.15E+05 0.0097 0.0000 0.1200 0.0001 0.0009 0.1308 2.24E+-05 0.0101 0.0000 0.1247 0.0001 0.0009' 0.1358 2.42E+-05 0.0109 0.0000 0.1345 0.0001 0.0010 0.1466 3.04E+-05 0.0137 0.0000 0.1695 0.0002 0.0013 0.1847 3.27E+-05 0.0148 0.0000 0.1821 0.0002 0.0014 0.1984 3.08E+-05 0.0139 0.0000 0.1715 0.0002 0.0013 0.1869 3.03E+-05 0.0137 0.0000 0.1685 0.0002 0.0013 0.1837 3.05E+-05

,0.0138 0.0000 0.1698 0.0002 0.0013 0.1851 2.86E+-05 0.0129 0.0000 0.1592 0.0002 0.0012 0.1735 3.26E+-05

. 0.0147 0.0000 0.1813 0.0002 0.0014 0.1976 4.15E+-05 0.0187 0.0001 0.2309 0.0002 0.0017 0.2516 4.61E+-05 0.0208 0.0001 0.2566 0.0003 0.0019 0.2797 4.l 8E+-05 0.0189 0.0001 0.2330 0.0003 0.0017 0.2539 3.21E+-05 0.0145 0.0000 0.1789 0.0002

. 0.0013 0.1950 4.21E+-05 0.0190 0.0001 0.2346 0.0003 0.0017 0.2557 5.19E+-05 0.0234 0.0001 0.2893 0.0003 0.0022 0.3152 5.53E+-05 0.0250 0.0001 0.3081 0.0003 0.0023 0.3358 4.26E+-05 0.0192 0.0001 0.2370 0.0003 0.0018 0.2583 4.56E+-05 0.0206 0.0001 0.2539 0.0003 0.0019 0.2767 5.33E+-05 0.0240 0.0001 0.2968 0.0003 0.0022 0.3234 6.28E+-05 0.0283 0.0001 0.3495

'0.0004 0.0026 0.3809 5.53E+-05 0.0250 0.0001 0.3082 0.0003 0.0023 0.3358 3.64E+-05 0.0164 0.0000 0.2029 0.0002 0.0015 0.2211 3.85E+-05 0.0174 0.0000 0.2146 0.0002 0.0016 0.2339 6.49E+-05 0.0293 0.0001 0.3613 0.0004 0.0027 0.3937 5.42E+-05 0.0245 0.0001 0.3021 0.0003 0.0023 0.3292 5.79E+-05 0.0261 0.0001 0.3222 0.0003 0.0024 0.3512 4.91E+-05 0.0222 0.0001 0.2734 0.0003 0.0020 0.2980 5.I IE+-05 0.0230 0.0001 0.2844 0.0003 0.0021 0.3099 6.l IE+05

. 0.0276 0.0001 0.3400 0.0004 0.0025 0.3706 6.3 IE+-05 0.0285 0.0001 0.3515 0.0004 0.0026 0.3830 7.94E+-05 0.0358.

0.0001 0.4420 0.0005 0.0033 0.4817 9.59E+-05 0.0433 0.0001 0.5338 0.0006 0.0040 0.5817 7.86E+-05 0.0355 0.0001 0.4378 0.0005 0.0033 0.4771 7.50E+-05 0.0339 0.0001 0.4179 0.0005 0.0031 0.4554 1.05E+-06 0.0472 0.0001 0.5820 0.0006 0.0043 0.6343 9.84E+-05 0.0444 0.0001 0.5478 0.0006 0.0041 0.5970 7.72E+-05 0.0348.

0.0001

'0.4300 0.0005 0.0032 0.4686 9.99E+-05 0.0451 0.0001 0.5560 0.0006 0.0041 0.6059

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe SectiOn Sump Gamma Activity foCiim2)

Section C2 to A Sumo Position 57 OA l.70E+09 Section C2 to A Sumo Position 58

\\

OA l.47E+o9 Section C2 to*A Sumo Position 59 OA l.90E+09 Section C2 to A Sumo Position 60 OA l.46E+09 Section C2 to A Sumo Position 61 OA 2.55E+o8 Section C2 to A Sump Position 62 OA l.31E+o8 Section DI to D Header Position Zero OA 9.04E+o8 Section Dl to D Header Position 1 OA 9.23E+08 Section D 1 to D Header Position 2 DA 9.17E+o8 Section D 1 to D Header Position 3 DA 8.64E+o8 Section DI to D Header Position 4 DA 8.86E+o8 Section D 1 to D Header Position 5 DA 8.48E+o8 Section D 1 to D Header Position 6 DA*

6.18E+o8 Section D 1 to D Header Position 7 DA 5.14E+o8 Section Dl to D Header Position 8 DA 7.74E+o8 Section D 1 to D Header Position 9 OA 6.1DE+o8 Section D 1 to D Header Position I 0 OA 6.61E+o8 Section DI to D Header Position I I OA 5.94E+o8 Section DI to D. Header Position 12 OA 7.13E+o8 Section D 1 to D Header Position I 3 OA 5.48E+D8 Section DI to D Header Position 14 OA 7.56E+o8 Section D 1 to D Header Position 15 OA 7.75E+o8 Section DI to D Header Position 16 OA l.03E+o9 Section DI to D Header Position I 7 OA l.DlE+o9 Section DI to D Header Position 18 OA 1.12E+o9 Section DI to D Header Position 19 OA l.79E+o9 Section D 1 to D Header Position 20 OA l.57E+o9 Section DI to D Header Position 21 OA l.49E+o9 Section 01 to D Header Position 22 OA 1.40E+o9 Section DI to D Header Position 23 OA l.28E+o9 Section DI to D Header Position 24 DA 1.3DE+o9 Section DI to D Header Position 25 OA 1.26E+o9 Section Dl to D Header Position 26 OA 1.36E+o9 Section DI to D Header Position 27 OA l.26E+o9 Section DI to D Header Position 28 OA l.29E+o9 Section DI to D Header Position 29 OA l.14E+o9 Section DI to D Header Position 30 DA 8.91E+08 Section DI to D Header Position 31 OA 7.31E+o8 Section DI to D Header Position 32 OA 5.85E+08 Section DI to D Header Position 33 DA 3.13E+o8 Section DI to D Header Position 34 OA 6.51E+D8 Section Dl to D Header Position 35 DA 1.17E+09 Section DI to D Header Position 36 OA l.44E+o9 Mixture WC WC WC WC WC we we we WC we WC we we WC we WC WC we WC WC we WC we WC we we we

.we WC WC WC WC WC WC we we WC we we WC WC WC we Co-60,-

• Cs-134 Cs-137 Ni-63 Cone.*

Cone.

Cone.*

Coile.

foCi/m2l foCi/m2l roCi/m2\\

<oCi!m'l 3.08E+o8 5.95E+o5 l.39E+09 1.56E+08 2.66E+o8 5.13E+05 l.20E+o9 l.34E+o8 3.45E+o8 6.67E+o5 l.56E+09 l.74E+08 2.65E+o8 5.12E+05 l.20E+o9 l.34E+o8 4.63E+o7 8.93E+o4 2.09E+o8 2.33E+o7 2.37E+o7 4.58E+o4 l.07E+D8 1.20E+o7 l.64E+o8 3.16E+o5 7.4DE+o8 8.27E+o7 l.67E+o8 3.23E+05 7.56E+D8 8.45E+D7 1.66E-+;08 3.21E+05 7.51E+o8 8.40E+o7 l.57E+o8 3.02E+05 7.07E+08 7.91E+07 l.61E+o8 3.10E+o5 7.25E+08 8.l 1E+o7 L54E+o8 2.97E+o5 6.94E+o8 7.76E+o7 l.12E+o8 2.16E+o5 5.06E+08 5.66E+o7 9.32E+o7 l.80E+o5 4.20E+o8 4.70E+o7 l.4DE+o8 2.71E+05 6.33E+o8 7.08E+o7 l.11E+o8 2.13E+o5 4.99E+08 5.58E+o7 l.20E+o8 2.31E+05 5.41E+D8 6.D5E+o7 l.08E+o8 2.08E+05.

4.86E+08 5.43E+o7 l.29E+o8 2.49E+o5 5.83E+08 6.52E+o7 9.94E+o7 l.92E+05 4.48E+08 5.01E+o7 1.37E+o8 2.64E+05 6.18E+08 6.9!E+o7 l.41E+o8 2.71E+05 6.34E+08 7.10E+07 1.88E+o8 3.62E+o5 8.47E+D8 9.47E+o7 1.83E+o8 3.52E+05 8.24E+D8 9.21E+o7 2.03E+o8 3.92E+o5 9.16E+08 l.D2E+o8 3.24E+o8 6.25E+o5 l.46E+o9 l.63E+o8 2.85E+o8 5.50E+o5 l.28E+09 l.44E+o8 2.71E+o8 5.23E+o5 l.22E+o9 l.37E+o8 2.54E+o8 4.9DE+o5 1.15E+D9 1.28E+o8 2.32E+o8 4.47E+05 l.D5E+09 1.17E+o8 2.36E+o8 4.56E+o5 l.D7E+09 l.19E+o8 2.29E+D8 4.42E+o5 l.03E+D9 1.15E+o8 2.46E+o8 4.75E+o5 l.l 1E+o9 1.24E+o8 2.29E+o8 4.41E+o5 l.03E+o9 l.15E+o8 2.34E+o8 4.51E+o5 l.D6E+o9

'1.18E+o8 2.D6E+o8 3.98E+o5 9.31E+o8 1.04E+o8 l.62E+08 3.12E+05 7.29E+08 8.16E+o7 l.32E+08 2.56E+o5 5.98E+o8 6.69E+o7 l.06E+o8 2.D5E+05 4.78E+08 5.35E+o7 5.68E+07 l.10E+o5 2.56E+08 2.86E+o7 Ll8E+08 2.28E+o5 5.33E+08 5.96E+o7 2.12E+o8 4.09E+05.

9.56E+08 1.07E+o8 2.61E+o8 5.04E+o5 l.18E+o9 l.32E+o8

[41]

y::=-

ZIONSOLUTIONSuc

,..~s:r.i-°'"'-

.Sr-90 Cone.

Co,60.

Cs-134 i

.Cs-137

'Ni-63 Sr-90 SOF SOF

'SOF SOF.

SOF SOF foCiim'l 9.33E+o5 0.0421 O.OODl 0.5193' 0.0006 0.0039 0.5659 8.04E+o5 0.0363 O.OODl 0.4477 O.OD05 O.DD33 0.4879 l.04E+o6 0.0471 0.0001 0.5815 O.OD06 0.0043 0.6337 8.01E+o5 0.0361 0.0001 0.4462 O.OD05 0.0033 0.4862 l.40E+o5 0.0063 0.0000 0.0779 0.0001 D.OD06 0.0849 7.18E+o4 O.OD32 O.DODO D.D40D 0.DDDD D.DD03 0.D436 4.96E+o5 0.0224 O.ODDl D.276D D.ODD3 D.OD21 D.3DD8 5.D6E+o5 D.0228 D.DDOl 0.2819 D.OOD3' 0.0021 D.3072 5.03E+o5 0.0227 0.0001 0.2801 D.OOD3 0.0021 0.3052 4.74E+o5 0.0214 O.DDOl 0.2638 D.OOD3 0.D02D D.2875 4.86E+o5 0.0219

• O.OODl 0.2704 0.0003 D.002D 0.2947 4.65E+o5 D.0210 0.0001 0.2590 D.0003 0.0019 0.2822 3.39E+o5 0.0153 O.OODO 0.1887 D.DOD2 D.0014 0.2057 2.82E+o5 0.0127 O.OODO 0.1569 D.ODD2 D.DD12 0.1710

,4.24E+o5 0.0191 0.0001 0.2363 0.0003 0.0018 0.2575 3.34E+o5 0.0151 0.0000 0.1862 O.OOD2 O.DD14 0.2029 3.63E+o5 D.0164 0.0000 0.2019 O.OOD2 0.0015 0.220D 3.25E+o5 0.0147 O.OODO D.1812 O.DDD2 D.DD14 0.1975.

3.91E+o5

.0.0176 O.OODD D.2176 O.ODD2 D.DD16 D.2371 3.00E+05 0.0136 O.OODD '

D.1673 O.ODD2 0.0012 D.1823 4.14E+o5 D.Dl87 0.DDDl D.23D7 D.ODD2 0.DD17 D.2514 4.25E+o5 0.Dl92 D.DODl 0.2367 0.0003 D.0018 0.2580 5.67E+o5 0.D256 D.DODl D.3159 D.OD03 0.0D24 0.3442 5.52E+o5

. D.D249 0.DODl D.3073 O.D003 0.0023 D.3348 6.14E+o5 D.0277 O.ODOl 0.3419 0.0004 D.0025

'0.3726 9.79E+o5 0.0442 O.ODOl 0.5453 0.0006 D.DD41 0.5943 8.61E+o5 D.0388 D.DDDl ;

D.4794 D.0005 0.D036 D.5224 8.19E+o5 D.0370 O.ODOl 0.4562 0.0005 0.0034 0.4972 7.68E+o5 D.0347 O.OODl 0.4278 O.ODD5 O.OD32 0.4662 7.DDE+o5 0.0316 O.DOOl 0.3900 0.0004 O.DD29 D.425D 7.15E+o5 0.0323 0.0DDl 0.3981 O.ODD4 0.003D

'0.4339 6.92E+05 0.0312 D.0001 0.3853 O.ODD4 0.0029 0.4199 7.45E+o5 D.0336 0.0001 0.4147 O.OOD4 0.0031 D.4519 6.91E+o5 0.0312 O.OODl D.3849 D.OOD4 0.0029 0.4195 7.07E+o5 0.0319 0.0001 0.3937 O.ODD4 0.0D29 D.4291 6.24E+o5 0.0281 0.0001 D.3473 O.DDD4 D.DD26 0.3785 4.89E+o5 O.D221 O.OODl 0.2722 0.0003 0.0020 0.2966 4oDlE+05 D.Dl81 D.ODDl 0.2230 D.OOD2 0.0017 0.243D 3.21E+o5 O.Dl45 D.ODDD 0.1785 O:DD02 0.0013 0.1945 l.72E+o5 O.DD77 D.ODOO 0.0955 0.0001 O.OOD7 0.1041 3.57E+o5 0.0161 O.DDOO 0.1989 O.OD02 D.DD15

• D.2167 6.40E+05 0.0289 O.DOOl 0.3565 O.OD04 D.DD27 D.3885 7.9DE+o5 O.D356 D.ODDl 0.4397 O.ODD5 0.0033 0.4792

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05 I I 9A 1~~;-~;~~,-~~~~~F~t~~;!.**'~t>;~

i~~ ?';~~~:~~~

• • 'Xct(\\ii&.

["',.;.~:. I :COCi!m'l:*

Section DI to D Header Position 37 OA l.24E+09 Section DI to D Header Position 38 OA l.09E+o9 Section DI to D Header Position 39 OA l.32E+o9 Section DI to D Header Position 40 OA

• 1.55E+o9 Section DI to D Header Position 41 OA l.73E+o9 Section DI to D Header Position 0 OA 1.17E+o9 Section 03 to 05 Position 1 OA 1.31E+o9 Section 03.to 05 Position 2 OA l.54E+o9 Section D3 to 05 Position 3 OA l.59E+o9 Section 03 to 05 Position 4 OA l.90E+o9 Section 03 to 05 Position 5 OA 1.77E+o9 Section 03 to 05 Position 6 OA 7.41E+08 Section D3 to 05 Position 7 OA 3.93E+o8 Section 03 to 05 Position 8 OA 1.23E+o9 Section 06 to Header Position Zero OA 7.53E+o8 Section 06 to Header Position l.

OA 1.llE+o9 Section 06 to Header Position 2 OA 4.86E+o8 Section 06 to Header Position 3 OA 4.14E+o8 Section 06 to Header Position 4 OA 3.82E+o8 Section 06 to Header Position 5 OA l.07E+o9 Section 06 to Header Position 6 OA l.31E+o9 Section 06 to Header Position 7 OA l.38E+o9 Section 06 to Header Position 8 OA l.52E+o9 Section 06 to Header Position 9 OA l.69E+o9 Section 06 to Header Position 10 OA 1.62E+09 Section 06 to Header Position 11 OA l.67E+o9 Section 06 to Header Position 12 OA l.75E+o9 Section 06 to Header Position 13 OA l.42E+o9 Section 06 to Header Position 14 OA 2.23E+o8 Section 04 to QA Sump Position Q OA 6.21E+o8 Section 04 to QA Sumo Position 1 OA 6.60E+o8 Section D4 to OA Sump Position 2 OA 5.59E+o8 Section 04 to OA Sumn Position 3 OA 6.79E+o8 Section 04 to OA Sump Position 4 OA 6.81E+o8 Section D4 to OA Sumo Position 5 OA 6.46E+o8 Section 04 to OA Sump Position 6 OA 4.71E+o8 Section D4 to OA Sump Position 7 OA 4.11E+o8 Section 04 to OA SumD Position 8 OA 4.05E+o8 Section D4 to OA Sump Position 9 OA 3.70E+o8 Section 04 to OA SumD Position IO OA 3.78E+o8 Section 04 to OA SumD Position 11 OA 3.97E+o8 Section 04 to OA Sump Position 12 OA 3.81E+o8 Section 04 to OA SumD Position 13 OA 3.75E+o8 I~~+

we WC*

WC WC WC WC WC WC we WC WC we we WC WC WC WC we we we WC WC WC we WC we we we WC WC we we WC WC we we we WC we WC we we we HEJf;r L~~l~7 ;*-~i~f:t:

'.'<ocVm2/ ~{~1~

2.24E+08 4.33E+05 l.OIE+09 1.13E+o8 1.98E+08 3.82E+o5 8.93E+08 9.98E+07 2.39E+08 4.61E+o5 l.08E+09 l.21E+o8 2.81E+o8 5.42E+o5 l.27E+09 l.42E+08 3.15E+08 6.07E+o5 l.42E+09 I.59E+08 2.llE+08 4.08E+o5 9.54E+08 l.07E+08 2.38E+08 4.59E+o5 l.07E+09 l.20E+o8 2.79E+o8 5.39E+o5 l.26E+09 l.41E+08 2.88E+o8 5.56E+o5 l.30E+09 1.45E+08 3.45E+o8 6.65E+o5 l.55E+09 l.74E+o8 3.21E+o8 6.19E+o5 l.45E+09 1.62E+o8 l.34E+o8 2.59E+o5 6.06E+08 6.78E+o7 7.12E+o7 l.38E+05 3.21E+08 3.60E+07 2.23E+08. 4.30E+o5 1.0IE+09 1.12E+o8 1.36E+o8 2.63E+o5 6.16E+08 6.89E+o7 2.0IE+o8 3.88E+o5 9.06E+08 l.OIE+o8 8.80E+o7 1.70E+o5 3.97E+08 4.44E+o7 7.52E+o7 l.45E+o5 3.39E+08 3.79E+o7 6.92E+o7 l.34E+05 3.12E+08 3.49E+o7 l.94E+o8 3.74E+o5 8.74E+08 9.77E+o7 2.38E+o8 4.60E+o5 l.08E+09 l.20E+o8 2.50E+o8 4.82E+o5 l.13E+09 I.26E+o8 2.76E+o8 5.32E+o5 l.24E+09 1.39E+o8 3.06E+o8 5.91E+05 U8E+09 1.54E+o8 2.93E+o8 5.66E+05 l.32E+o9 l.48E+o8 3.03E+08 5.85E+05 l.37E+09 1.53E+08 3.17E+o8

'6.l IE+05 l.43E+09 1:60E+!l8 2.58E+08 4.97E+o5 1.16E+o9 1.30E+o8 4.04E+o7 7.80E+o4 1.82E+08 2.04E+07 l.13E+o8 2.17E+o5 5.08E+08 5.68E+o7 1.20E+08 2.31E+o5 5.40E+08 6.04E+07 l.01E+o8 l.96E+o5 4.57E+08 5.l IE+07 1.23E+08 2.38E+o5 5.55E+o8 6.21E+o7 l.24E+o8 2.38E+o5 5.58E+08 6.23E+07 l.17E+o8 2.26E+o5 5.29E+08 5.91E+07 8.55E+07 1.65E+o5 3.86E+08 4.31E+o7 7.45E+o7 l.44E+o5 3.36E+08 3.76E+o7 7.34E+o7 1.42E+o5 3.31E+08 3.70E+o7 6.71E+o7 1.30E+o5 3.03E+08 3.39E+o7 6.85E+o7 l.32E+o5 3.09E+08 3.46E+o7 7.20E+o7 l.39E+o5 3.25E+08 3.63E+07 6.90E+o7 1.33E+o5 3.12E+08 3.48E+o7 6.80E+o7 l.31E+o5 3.07E+08 3.43E+o7

[42]

/

.~

=ZIONSOLUTIONS~

M---

~}:ir.9o:~

Ii~~~~< *~~~~~~ *~~~~~~~ li1~~ 1~.:~~l:' Hi§iM t "i~~~C.<"",

r.,, :.,)

lnCi/m2ri 6.78E+o5 0.0306 0.0001 0.3776 0.0004 0.0028 0.4115 5.98E+o5 0.0270 0.0001 0.3330 0.0004 0.0025 0.3629 '

7.23E+05 0.0326 0.0001 0.4025 0.0004 0.0030 0.4386 8.49E+05 0.0383 0.0001 0.4729 0.0005 0.0035 0.5153 9.51E+o5 0.0429 0.0001 0.5296 0.0006 0.0039 0.5771 6.39E+05 0.0288 0.0001 0.3561 0.0004 0:0021 0.3880 7.19E+05

'0.0324 0.0001 0.4001 0.0004 0.0030 0.4360 8.44E+o5 0.0381 0.0001 0.4700 0.0005 0.0035 0.5122 8.70E+05 0.0393 0.0001 0.4846 0.0005 0.0036 0.5282 l.04E+o6 0.0470 0.0001 0.5801 0:0006 0.0043 0.6321 9.69E+o5 0.0437 0.0001 0.5397 0.0006 0.0040 0.5882 4.06E+o5 0.0183 0.0001 0.2263 0.0002 0;0017 0.2466 2.15E+o5 0.0097 0.0000 0.1'199 0.0001 0.0009 0.1307 6.74E+o5 0.0304 0.0001 0.3752 0.0004 0.0028 0.4089 4.13E+o5 0.0186 0.0001 0.2298 0.0002 0.0017 0.2504 6.07E+o5 0.0274 0.0001 0.3382 0.0004 0.0025 0.3686 2.66E+o5 0.0120 0.0000 0.1482 0.0002 0.0011 0.1615 2.27E+o5 0.0103 0.0000 0.1265 0.0001 0.0009 0.1379 2.09E+o5 0.0094 0.0000 0.1165 0.0001 0.0009 0.1270 5.85E+o5 0.0264 0.0001 0.3259 0.0004 0.0024 0.3552 7.21E+o5 0.0325 0.0001 0.4014 0.0004 0.0030 0.4374 7.55E+o5 0.0341 0.0001*

0.4206 0.0005 0.0031 0.4584 8.34E+o5 0.0376 0.0001 0.4642 0.0005 0.0035 0.5059 9.25E+o5 0.0417 0.0001 0.5151 0.0006 0.0038 0.5613 8.87E+o5 0.0400 0.0001 0.4936 0.0005 0.0037 0.5380 9.17E+o5 0.0414 0.0001 0.'5107 0.0006 0.0038 0.5565 9.58E+o5 0.0432 0.0001 0.5333 0.0006 0.0040 0.5812 7.79E+o5 0.0352 0.0001 0.4339 0.0005 0.0032 0.4729 l.22E+o5 0.0055 0.0000 0.0681 0.0001 0.0005 0.0742 3.41E+05 0.0154 0.0000 0.1896 0.0002 0.0014 0.2066 3.62E+o5 0.0163 0.0000 0.2014 0.0002 0.0015 0.2195 3.06E+05 0.0138 0.0000 0.1706 0.0002 0.0013 0.1859 3.72E+05 0.0168 0.0000 0.2072 0.0002 0.0015 0.2258 3.74E+o5 0.0169 0.0000 0.2080 0.0002 0.0016 0.2267 3.54E+o5 0.0160 0.0000 0.1972 0.0002 0.0015 0.2149 2.58E+05 0.0117 0.0000 0.1439 0.0002 0.0011 0.1568 2.25E+o5 0.0102 0.0000 0.1254 0.0001 0:0009 0.1366 2.22E+05 0.0100 0.0000 0.1235 0.0001 0.0009 0.1346 2.03E+o5 0.0092 0.0000 0.1130 0.0001 0.0008 0.1231 2.07E+o5 0.0093 0.0000 0.1154 0.0001 0.0009 0.1257 2.18E+o5 0.0098 0.0000 0.1211 0.0001 0.0009 0.1320 2.09E+o5 0.0094 0.0000 0.1162 0.0001 0.0009 0.1267 2.06E+o5 0.0093 0.0000 0.1146 0.0001 0.0009 0.1248

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS OSI 19A Gross Pipe Ser:tion Sump Gamma Activity (nCi/m2l Section D4 to OA Sumo Position 14 OA 3.17E+08

• Section 04 to OA Sump Position 15 OA 2.57E+08 Section 04 to DA Sumo Position 16 OA 3.03E+o8 Section D4 to OA Sump Position 17 DA 5.49E+08 Section D4 to OA Sumo Position 18 OA 6.45E+08 Section D4 to OA Sumo Position 19 OA 5.85E+08 Section 04 to OA Sumo Position 20 OA 5.80E+o8 Section 04 to DA Sumo Position 21 OA 5.42E+o8 Section*D4 to OA Sumo Position 22 OA 4.42E+08 Section 04 to OA Sumo Position 23 OA 3.67E+08 Section D4 to OA Sumo Position 24 OA 3.78E+o8 Section D4 to OA Sump Position 25 OA 3.84E+08 Section 04 to OA Sump Position 26 OA 3.78E+08 Section 04 to OA Sumo Position 27 OA 3.81E+08 Section 04 to OA Sump Position 28 OA 6.50E+08 Section 04 to OA Sumo Position 29 OA 6.55E+o8 Section D4 to OA Sump Position 30 OA 7.66E+o8 Section 04 to OA Sumo Position 31 OA 7.71E+o8 Section 04 to OA Sump Position 32 OA 8.0IE+08 Section D4 to OA Sumo Position 33 OA 7.68E+o8 Section 04 to OA Sump Position 34 OA 6.57E+o8 Section D4 to OA Sump Position 35 OA 5.54E+o8 Section 04 to OA Sumo Position 36 OA 6.09E+o8 Section 04 to OA Sump Position 37 OA 5.43E+o8 Section D4 to OA Sumo Position 38 OA' 5.74E+o8 Section D4 to OA Sump Position 39 OA 5.79E+o8 Section D4 to OA Sumo Position 40 OA 6.27E+o8 Section D4 to OA Sumo Position 41 OA' 5.70E+o8 Section D4 to OA Sumo Position 42 OA 4.43E+o8 Section D4 to OA Sump Position 43 OA 6.47E+o8 Section D4 to OA Sumo Position 44 OA 5.35E+o8 Section D4 to OA Sumo Position 45 OA 6.19E+o8 Section D4 to OA Sumo Position 46 OA 6.43E+08 Section D4 to OA Sump Position 47 OA 6.73E+08 Section 04 to OA Sumo Position 48.

OA 6.30E+o8 Section D4 to OA Sump Position 49 OA 5.57E+o8 Section D4 to OA Sumo Position SO OA.

5.23E+08 Section D4 to OA Sumo Position 51 OA 6.04E+08 Section D4 to OA Sumo Position 52 OA 5.88E+08 Section D4 to OA Sumo Position 53 OA 8.IOE+08 Section D4 to OA Sump Position 54 OA 8.12E+08 Section D4 to OA Sumo Position 55 OA 8.58E+08 Section 04 to OA Sumo Position 56 OA.

8.90E+08 Mixture WC WC we WC we WC WC we WC WC WC we we we WC we we we WC we WC we WC we we we WC WC WC we we we WC

• WC we WC we WC WC WC WC WC WC Co-60 Cs-134 Cs-137 Ni-63 **

Cone.

Cone.

Cone.

Cone.

lnCi/m2l

!nCi/m2l (nCi/m2l lnCi/mil 5.75E+07 l.llE+05 2.59E+o8 2.90E+o7 4.66E+o7 8.99E+o4 2.IOE+o8 2.35E+o7 5.49E+o7 l.06E+o5 2.48E+o8 2.77E+o7 9.95E+o7 l.92E+o5 4.49E+o8 5.02E+o7 l.17E+o8 2.26E+o5 5.27E+08 5.90E+o7 1.06E+08 2.05E+o5 4.79E+08 5.35E+o7 I.05E+o8 2.03E+o5 4.74E+o8 5.30E+o7 9.82E+o7 1.90E+o5 4.43E+o8 4.96E+o7 8.02E+o7 l.55E+o5 3.62E+08 4.05E+o7 6.65E+07 l.28E+o5 3.00E+o8 3.36E+07 6.86E+07 l.32E+o5 3.IOE+o8 3.46E+o7 6.97E+o7 1.34E+o5 3.14E+o8 3.52E+o7 6.85E+o7 l.32E+o5 3.09E+o8 3.46E+o7 6.90E+o7 I.33E+o5 3.12E+08 3.48E+o7 l.18E+o8 2.27E+o5 5.32E+08 5.95E+o7 1.19E+o8 2.29E+o5 5.36E+o8 6.00E+o7 l.39E+o8 2.68E+o5 6.27E+o8 7.0IE+o7 l.40E+o8 2.70E+o5. 6.31E+o8 7.06E+o7 l.45E+o8 2.80E+o5 6.56E+08 7.33E+o7 l.39E+o8 2.69E+o5 6.29E+08 7.03E+o7 1.19E+o8 2.30E+o5 5.38E+o8 6.02E+o7 l.OOE+o8 l.94E+o5 4.53E+o8 5.07E+o7 1.IOE+o8. 2.13E+o5 4.98E+o8 5.57E+o7 9.84E+o7 I.90E+o5 4.44E+o8 4.97E+o7 l.04E+o8 2.0IE+o5 4.69E+o8 5.25E+o7 l.05E+o8 2.02E+o5 4.73E+o8*

5.29E+o7 1.14E+o8 2.19E+o5 5.13E+o8 5.74E+07 1.03E+o8 2.00E+o5 4.67E+o8 5.22E+o7 8.03E+o7 I.55E+o5 3.63E+08*

4.05E+o7 l.17E+o8 2.26E+05 5.30E+08 5.92E+o7 9.70E+o7. 1.87E+o5 4.38E+o8 4.90E+o7 l.12E+o8 2.17E+o5 5.06E+o8 5.66E+o7 l.17E+o8 2.25E+o5 5.26E+o8 5.88E+o7 l.22E+o8 2.35E+05 5.51E+08 6.16E+07 l.14E+o8 2.20E+o5 5.15E+08 5.76E+o7 1.0IE+08 1.95E+o5 4.56E+o8 5.IOE+o7 9.48E+o7 1.83E+o5 4.28E+o8 4.79E+o7 l.10E+o8, 2.l IE+o5 4.94E+o8 5.53E+o7 l.07E+08 2.06E+05 4.81E+08 5.38E+o7 1.47E+08 2.84E+o5 6.63E+08 7.41E+o7 l.47E+o8 2.84E+o5 6.64E+o8 7.43E+o7 l.56E+o8 3.00E+o5 7.02E+o8 7.85E+07 1.61E+o8 3.1 IE+o5 7.28E+o8 8.14E+o7

[43]

~

ZIONSOLUTIONSuc

M---

Sr-90 Cone.

Co-60 Cs-134 Cs-137 Ni-63 Sr-90 SOF SOF SOF SOF SOF SOF lnCi/m2\\

1,,,*.,

l.74E+o5 0.0078 0.0000 0.0968 0.0001 0.0007 0.1055 l.41E+o5 0.0064 0.0000 0.0784 0.0001 0.0006 0.0855 l.66E+o5 0.0075 0.0000 0.0925 0.0001 0.0007 0.1008 3.0IE+o5 0.0136 0.0000 0.1676 0.0002 0.0012 0.1826

'3.53E+o5 0.0159 0.0000 0.1968 0.0002 0.0015 0.2145 3.21E+o5 0.0145 0.0000 0.1786 0.0002 0.0013 0.1947 3.18E+o5 0.0143 0.0000 0.1770 0.0002 0.0013 0.1929 2.97E+o.5 0.0134 0.0000

, 0.1654 0.0002 0.0012 0.1802 2.42E+05 0.0109 0.0000 0.1350 0.0001 0.0010 0.1471 2.0IE+o5 0.0091 0.0000 0.1120 0.0001 0.0008 0.1220 2.07E+05 0.0094 0.0000 0.1155, 0.0001 0.0009 0.1259 2.l IE+o5 0.0095 0.0000 0.1173 0.0001 0.0009 0.1279 2.07E+o5 0.0093 0.0000 0.1154 0.0001 0.0009 0.1257 2.09E+o5 0.0094

' 0.0000 0.1162 0.0001 0.0009 0.1267 3.56E+o5 0.0161 0.0000 0.1984 0.0002 0.0015 0.2163 3.59E+o5 0.0162 0.0000 0.2001 0.0002 0.0015 0.2181 4.20E+o5 0.0190 0.0001 0.2339 0.0003 0.0017 0.2549 4.23E+o5 0.0191 0.0001 0.2354 0.0003 0.0018 0.2566 4.39E+o5 0.0198 0.0001 0.2446 0.0003 0.0018' 0.2666 4.21E+o5 0.0190 0.0001 0.2346 0.0003 0.0017 0.2557 3.60E+o5 0.0163 0.0000 0.2007 0.0002 0.0015 0.2187 3.04E+o5 0.0137 0.0000 0.1691 0.0002 0.0013 0.1843 3.34E+o5 0.0151 0.0000 0.1859 0.0002 0.0014 0.2026 2.97E+05 0.0134 0.0000 0.1656 0.0002 0.0012 0.1805 3.15E+o5 0.0142 0.0000 0.1751 0.0002 0.0013 0.1909 3.17E+05 0.0143 0.0000 0.1766 0.0002 0.0013 0.1925 3.44E+o5 0.0155 0.0000 0.1914 0.0002 0.0014 0.2085 3.13E+o5 0.0141 0.0000 0.1741 0.0002 0.0013 0.1897 2.43E+o5 0.0110 0.0000 0.1353 0.0001 0.0010 0.1474 3.55E+o5 0.0160 0.0000 0.1976 0.0002 0.0015 0.2153 2.93E+o5 0.0132 0.0000 0.1633 0.0002 0.0012 0.1780 3.39E+o5 0.0153 0.0000 0;1889 0.0002 0.0014 0.2059 3.52E+o5 0.0159 0.0000 0.1962 0.0002 0.0015 0.2138 3.69E+o5 0.0166 0.0000 0.2054 0.0002 0.0015 0.2239 3.45E+o5 0.0156 0.0000 0.1922 0.0002 0.0014 0.2095 3.05E+o5 0.0138 0.0000 0.1700 0.0002 0.0013 0.1853 2.87E+o5 0.0129 0.0000 0.1596 0.0002 0.0012 0.1740 3.31E+05 0.0149 0.0000 0.1845 0.0002 0.0014 0.2010 3.22E+05 0.0145 0.0000 0.1794 0.0002 0.0013 0.1955 4.44E+o5 0.0200 0.0001 0.2473 0.0003 0.0018 0.2695 4.45E+o5 0.0201 0.0001 0.2478 0.0003 0.0018 0.2701 4.70E+o5 0.0212 0.0001 0.2619 0.0003 0.0020 0.2854 4.88E+o5 0.0220 0.0001 0.2717, 0.0003 0.0020 0.2961

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 051 I9A Gross Pipe Section Sump Gamma Activity loCi/m2)

Section D4 to OA Sump Position 57 OA 8.89E+o8 Section 04 to OA Sumo Position 58 OA 9.12E+o8 Section 04 to OA Sump Position 59 OA 4.49E+08 Section D4 to OA Sumo Position 60 OA 1.35E+o8 Section E4 to ES Position Zero OA l.61E+o9 Section E4 to ES Position 1 OA l.68E+09 Section E4 to ES Position 2 OA 9.21E+o8 Section E4 to ES Position 3 OA l.21E+o9 Section E4 to ES Position 4 OA 1.18E+09 Section E4 to ES Position 5 OA 1.02E+09 Section E4 to ES Position 6 OA 7.26E+o8 Section E4 to ES Position 7 OA 2.31E+08 Section E4 to ES Position 8 OA 7.40E+08 Section ES to Sumo A Positi6n O OA 9.13E+o8 Section ES to Sump A Position I OA 9.24E+08 Section ES to Sumo A Position 2 OA 8.61E+08 Section ES to Sump A Position 3 OA 8.37E+o8 Section ES to Sumo A Position 4 OA 8.58E+08 Section ES to Sump A POsition S OA 7.60E+08 Section ES to Sumo A Position 6.

OA 9.02E+o8 Section ES to Sump A Position 7 OA 8.00E+o8 Section ES to Sumo A Position 8 OA 8.01E+08 Section ES to Sump A Position 9 OA l.10E+09 Section ES to Sumo A Position I 0 OA 8.88E+08 Section ES to Sumo A P.osition 11 OA 7.00E+o8 Section ES to Sumo A Position 12 OA 7.00E+o8 Section ES to Sumo A Position 13 OA 7.81E+o8 Section ES to Sump A Position 14 OA 7.93E+o8 Section ES to Sumo A Position 15 OA 8.97E+o8 Section ES to Sumo A Position 16 OA 8.89E+08 Section ES to Sump A Position 17 OA 9.40E+o8 Section ES to Sumo A Position 18 OA 8.60E+o8 Section ES to Sump A Position 19 OA 6.51E+o8 Section ES to Sumo A Position 20 OA 6.02E+o8 Section ES to Sumo A Position 21 OA 6.94E+o8 Section ES to Sump A Position 22 OA 7.06E+o8 Section ES to Sumo A Position 23 OA 7.38E+o8 Section E5 to Sumo A Position 24 OA 6.73E+o8 Section ES to Sump A Position 25 OA 8.70E+o8 Section ES to Sumo A Position 26 OA 7.96E+o8 Section ES to Sump A Position 27 OA 9.42E+o8 Section ES to* Sumo A Position 28 OA l.03E+o9 Section ES to Sumo A Position 29 OA 9.89E+o8 Co-60 Cs-134 Cs-137 Mixture Cone.

Cone.

C9nc.

(pC~m

2)

• (pCi!U:2)

(pCi/rri2).

we l.61E+08 3.11E+o5 7.27E+o8

.WC l.65E+08 3.19E+o5 7.46E+o8 WC 8.I5E+o7 1.57E+o5 3.68E+08 WC 2.44E+07 4.72E+04 l.10E+08 we 2.93E+08 5.65E+o5 1.32E+o9 WC 3.05E+08 5.88E+o5 l.37E+09 we l.67E+o8 3.22E+o5 7.54E+o8 we 2.20E+o8 4.25E+o5 9.93E+o8 we 2.14E+08 4.13E+o5 9.65E+08 WC 1.86E+o8 3.58E+o5 8.38E+08 we l.32E+08 2.54E+o5 5.94E+o8 WC 4.18E+07 8.07E+o4 l.89E+08 WC 1.34E+08 2.59E+o5 6.05E+o8*

we l.66E+o8 3.20E+o5 7.47E+o8 WC 1.68E+08 3.23E+o5 7.56E+o8 WC l.56E+o8 3.01E+o5 7.04E+08 we l.52E+o8 2.93E+o5 6.85E+o8 WC 1.56E+08 3.00E+o5 7.02E+o8 WC 1.38E+08 2.66E+05 6.22E+08 we l.64E+08 3.16E+o5 7.38E+o8 WC l.45E+08 2.80E+o5 6.55E+08 WC 1.45E+08 2.80E+05 6.56E+08 we l.99E+08 3.85E+o5 8.99E+08 we 1.61E+08 3.l 1E+o5 7.27E+08 we l.27E+o8 2.45E+05 5.73E+08 we l.27E+o8 2.45E+o5 5.73E+08 we l.42E+08 2.73E+o5 6.39E+08 WC l.44E+o8 2.78E+o5 6.49E+08 we l.63E+o8 3.14E+o5 7.34E+08 WC 1.61E+o8 3.11E+o5 7.27E+08 WC 1.70E+o8 3.29E+o5 7.69E+08 WC 1.56E+08 3.01E+o5 7.04E+08 we l.18E+o8 2.28E+o5 5.33E+o8 WC l.09E+o8 2.11E+o5 4.93E+08 WC l.26E+o8 2.43E+o5 5.68E+08 WC 1.28E+o8 2.47E+o5 5.78E+08 WC 1.34E+o8 2.58E+o5 6.04E+08 we l.22E+o8 2.35E+05 5.51E+08

• we l.58E+o8 3.05E+o5 7.12E+08 we l.44E+o8 2.79E+o5 6.51E+08 WC l.71E+o8 3.30E+o5 7.71E+08 WC l.86E+o8 3.59E+o5 8.39E+o8 we l.79E+o8 3.46E+o5 8.09E+o8

[44]

~

ZIONSOLUTIONSm

,.~o.._,

Ni-63 Sr-90 Cone.

Cone.

Co-60 Cs-134 Cs-137 Ni-63 Sr-90 SOF SOF.

SOF SOF *,

SOF SOI' (pCi/m2)

(pCi/m2) 8.14E+o7 4.87E+o5 0.0220 0.0001 0.2714 0.0003 0.0020 0.2958 8.35E+07 5.00E+o5 0.0226 0.0001 0.2784 0.0003 0.0021 0.3034 4.11E+07 2.46E+o5 0.0111 0.0000 0.1372 0.0001 0.0010 0.1495 1.23E+o7 7.39E+o4 0.0033 0.0000 0.0411 0.0000 0.0003 0.0448 l.48E+o8 8.85E+o5 0.0399 0.0001 0.4927 0.0005 0.0037 0.5369 1.54E+o8 9.21E+o5 0.0415 0.0001 0.5127 0.0006 0.0038 0.5588 8.43E+o7 5.05E+o5 0.0228 0.0001 0.2813 0.0003 0.0021 0.3065 l.11E+o8 6.66E+o5 0.0300 0.0001 0.3706 0.0004 0.0028 0.4039 1.08E+08 6.47E+o5 0.0292 0.0001 0.3601 0.0004 0.0027 0.3925 9.37E+o7 5.61E+o5 0.0253 0.0001 0.3125 0.0003 0.0023 0.3406 6.65E+o7 3.98E+o5 0.0180 0.0000 0.2218 0.0002 0.0017 0.2417 2.11E+07 l.26E+o5 0.0057 0.0000 0.0704 0.0001 0.0005 0.0767 6.77E+o7 4.06E+o5 0.0183 0.0001 0.2259 0.0002 0.0017 0.2461 8.36E+o7 5.01E+o5 0.0226 0.0001 0.2787 0.0003 0.0021 0.3038 8.46E+o7 5.07E+o5 0.0229 0.0001 0.2821 0.0003 0.0021 0.3075,

7.88E+o7 4.72E+o5 0.0213 0.0001 0.2628 0.0003 0.0020 0.2863 7.66E+o7 4.59E+o5 0.0207 0.0001 0.2556 0.0003 0.0019 0.2786 7.85E+o7 4.70E+o5 0.0212 0.0001 0.2618 0.0003 0.0020 0.2853

• 6.95E+o7 4.17E+o5 0.0188 0.0001 0.2319 0.0003 0.0017 0.2528 8.26E+07 4.95E+o5 0.0223 0.0001 0.2755 0.0003 0.0021 0.3002 7.32E+o7 4.39E+o5 0.0198 0.0001 0.2443 0.0003 0.0018 0.2662 7.33E+o7 4.39E+o5 0.0198 0.0001 0.2446 0.0003 0.0018 0.2665 l.01E+o8 6.03E+o5 0.0272 0.0001 0.3355 0.0004 0.0025 0.3656 8.13E+o7 4.87E+o5 0.0220 0.0001 0.2712 0.0003 0.0020 0.2956 6.41E+07 3.84E;KJ5 0.0173 0.0000 0.2137 0.0002 0.0016 0.2329 6.40E+o7 3.84E+o5 0.0173 0.0000 0.2136 0.0002 0.0016 0.2328 7.14E+o7 4.28E+o5 0.0193 0.0001 0.2384 0.0003 0.0018 0.2598 7.26E+07 4.35E+05 0.0196 0.0001 0.2422 0.0003 0.0018 0.2639 8.21E+o7 4.92E+o5 0.0222 0.0001 0.2740 0.0003 0.0020 0.2986 8.13E+o7.

4.87E+o5 0.0220 0.0001 0.2713 0.0003 0.0020 0.2956 8.60E+07 5.15E+o5 0.0232 0.0001 0.2869 0.0003 0.0021 0.3126 7.87E+o7 4.71E+o5 0.0213 0.0001 0.2625 0.0003 0.0020 0.2861 5.96E+o7 3.57E+o5 0.0161 0.0000 0.1988 0.0002 0.0015 0.2167 5.51E+07 3.30E+o5 0.0149 0.0000 0.1838 0.0002 0.0014 0.2003 6.35E+07 3.80E+o5 0.0172 0.0000 0.2119 0.0002 0.0016 0.2309 6.46E+07 3.87E+o5 0.0175 0.0000 0.2155 0.0002 0.0016 0.2349 6.76E+o7 4.05E+o5 0.0183 0.0001 0.2254 0.0002 0.0017 0.2456 6.16E+o7 3.69E+o5 0.0166 0.0000 0.2054 0.0002 0.0015 0.2239 7.97E+o7 4.77E+o5 0.0215 0.0001 0.2657 0.0003 0.0020 0.2896 7.28E+o7 4.36E+o5 0.0197 0.0001 0.2429 0.0003 0.0018 0.2647 8.63E+07 5.17E+o5 0.0233 0.0001 0.2877, 0;0003 0.0021 0.3136 9.38E+07 5.62E+o5 0.0254 0.0001 0.3130 0.0003 0.0023 0.3411 9.05E+o7 5.42E+o5 0.0245 0.0001 0.3019 0.0003 0.0023 0.3290

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

r:r:(;~, >', :.~:..

~r~p

:;t;~,Jf~ :;i~J; q~~;:Gross

~

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lt,;/*.*:,;.;~~;'.?',, *4,,:;,;;&,;;;;;;,;;:;

,1*

~ Activify

!':,.;::;;;, "foCiimi:\\

Section E5 to Sump A Position 30 OA l.01E+o9 Section E5 to Sumo A Position 31 OA l.17E+o9 Section ES to Sumn A Position 32 OA l.24E+o9 Section E5 to Sumo A Position 33 OA l.28E+o9 Section E5 to Sump A Position 34 OA l.28E+o9 Section ES to Sump A Position 35 OA l.23E+o9 Section ES to Sumo A Position 36 OA l.12E+09 Section ES to Sump A Positfon 37 OA 1.11E+o9 Section E5 to Sumo A Position 38 OA l.08E+o9 Section E5 to Sump A Position 39 OA 9.40E+o8 Section E5 to Sumo A Position 40 OA l.05E+o9 Section ES to Sump A Position 41 OA l.OOE+09 Section E5 to Sumo A Position 42 OA 1.10E+09 Section ES to Sump A Position 43 OA l.23E+o9 Section E5 to Sumo A Position 44 OA l.22E+o9 Section.E5 to Sumo A Position 45 OA l.24E+09 Section ES to Sump A Position 46 OA l.24E+09 Section ES to Sump A Position 47 OA l.19E+o9 Section ES to Sump A Position 48 OA l.25E+o9 Section ES to Sumo A Position 49 OA l.29E+o9 Section E5 to Sump A Position SO OA l.50E+o9 Section ES to Sumo A Position 51 OA l.55E+o9 Section E5 to Sumo A Position S2 OA l.64E+09 Section ES to Sump A Position S3 OA l.69E+o9 Section ES to Sumo A Position 54 OA l.73E+o9 Section ES to Sumo A Position SS OA 1.71E+o9 Section ES to Sumo A Position S6 OA l.93E+o9 Section ES to Sumo A Position 57 OA 2.24E+o9 Section ES to Sump A Position S8 OA 2.08E+o9 Section E5 to Sumo A Position S9 OA 2.08E+o9 Section ES to Sumo A Position 60 OA 2.04E+o9 Section ES to Sumo A Position 61 OA l.91E+o9 Section E 1 to Main Header Position Zero OA l.10E+09 Section El to Main Header Position I OA 1.10E+09 Section El to Main Header Position 2 OA l.87E+o9 Section E 1 to Main Header Position 3 OA 2.00E+o9 Section El to Main Header Position 4 OA 1.99E+09 Section El to Main Header Position 5 OA l.79E+o9 Section E 1 to Main Header Position 6 OA l.85E+o9 Section E 1 to Main Header Position 7 OA l.85E+o9 Section El to Main Header Position 8 OA l.74E+o9 Section El to Main Header Position 9 OA l.58E+o9 Section E 1 to Main Header Position 10 OA 1.30E+09 I

l'((:~1~r*

cs:f34i: *.::cs-in;;:

MiXture Colle..

4 l*:i; ~nc,44

.:.;;3:

foCi/m~) i*>(pCi/m2f' we l.84E+08 3.55E+o5 8.29E+08 we 2.12E+o8 4.09E+o5 9.57E+08 we 2.26E+08 4.35E+o5 l.02E+09 WC 2.32E+08 4.47E+05 l.05E+09 we 2.31E+o8 4.47E+05 l.04E+o9 we*

2.22E+o8 4.29E+o5 l.OOE+o9 we 2.04E+o8 3.93E+o5 9.19E+o8 WC 2.00E+o8 3.87E+o5 9.05E+08 WC 1.96E+o8 3.77E+o5 8.83E+o8 WC l.70E+o8 3.29E+05 7.69E+o8 WC l.91E+o8 3.68E+o5 8.61E+08 we l.82E+o8 3.51E+05 8.21E+08 we l.99E+o8 3.83E+o5 8.96E+o8 WC 2.23E+08 4.31E+05 l.01E+09 WC 2.22E+o8 4.28E+o5 l.OOE+o9 WC 2.24E+o8 4.33E+o5 l.01E+09 WC 2.26E+08 4.36E+o5 l.02E+09 WC 2.17E+o8 4.18E+o5 9.77E+o8 we 2.26E+o8 4.36E+05 l.02E+o9 we 2.34E+o8 4.52E+o5 l.06E+09 WC 2.72E+o8 5.26E+05 l.23E+09

. WC 2.81E+08 5.41E+o5 1.27E+09 WC 2.97E+o8 5.73E+o5 l.34E+o9 WC 3.06E+o8 5.91E+o5 l.38E+09 we 3.14E+o8 6.05E+o5 l.41E+o9 WC 3.l 1E+o8 6.00E+o5 l.40E+o9 WC 3.50E+o8 6.76E+o5 l.58E+09 we 4.06E+o8 7.84E+05 l.83E+09 we 3.77E+o8 7.28E+05 1.70E+o9 WC 3.77E+08 7.28E+05*

l.70E+09 WC 3.70E+o8 7.13E+o5 l.67E+09 we 3.46E+08 6.67E+05 l.56E+09 we 2.00E+o8 3.86E+o5 9.03E+o8 WC 2.00E+o8 3.87E+o5 9.04E+08 WC 3.40E+o8 6.56E+05 l.53E+09 WC 3.63E+o8 7.00E+o5 1.64E+09 we 3.61E+08 6.96E+05 l.63E+09 we 3.25E+08 6.28E+o5 l.47E+09 WC 3.35E+o8 6.46E+05 l.51E+09 WC 3.36E+o8 6.48E+o5 l.51E+09 WC 3.16E+08 6.10E+05 l.43E+09 WC 2.86E+o8 5.51E+05 l.29E+o9 WC 2.35E+o8 4.54E+o5 1.06E+o9*

[45]

~

ZIONSOLUTIONSuc

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• lt.(pCi/m'.J

• i:.rnLum*1' '*:r,:::t [:;.,

I,:{;.?~".'fr\\~ 1r;:.~'fsJ 9.27E+07 5.56E+05 0.0251 0.0001 0.3094 0.0003 0.0023 0.3372 l.07E+o8 6.41E+o5 0.0289.

0.0001 0.3571 0.0004 0.0027 0.3891 l.14E+o8 6.82E+o5 0.0308 0.0001 0.3799 0.0004 0.0028 0.4140 l.17E+o8 7.01E+o5 0.0316

.0.0001 0.3901 0.0004 0.0029 0.4252 1.17E+08 7.00E+o5 0.0316 0.0001 0.3896 0.0004 0.0029 0.4246 1.12E+o8 6.73E+o5 0.0303 0.0001 0.3745 0.0004 0.0028 0.4081 1.03E+o8 6.16E+o5 0.0278 0.0001 0.3430 0.0004 0.0026 0.3738 l.01E+o8 6.06E+o5 0.0273 0.0001 0.3375 0.0004 0.0025 0.3678 9.87E+o7 5.91E+o5 0.0267 0.0001 0.3293 0.0004 0.0025 0.3588 8.60E+o7. 5.15E+o5 0.0233 0.0001 0.2870 0.0003.

0.0021 0.3128 9.63E+o7 5.77E+o5 0.0260 0.0001 0.3212 0.0003 0.0024 0.3500 9.18E+o7 5.50E+o5 0.0248

• 0.0001 0.3061.

0.0003 0.0023 0.3336 l.OOE+o8 6.00E+o5 0.0271 0.0001 0.3344 0.0004 0.0025 0.3644 1.13E+o8 6.74E+o5 0.0304 0.0001 0.3755 0.0004 0.0028 0.4092 l.12E+o8 6.71E+o5 0:0303 0.0001 0.3734 0.0004 0.0028 0.4070 l.13E+o8 6.78E+o5 0.0306 0.0001 0.3776 0.0004 0.0028 0.4115 l.14E+o8 6.82E+o5 0.0308 0.0001 0.3800 0.0004 0.0028 0.4141 1.09E+o8 6.55E+o5 0.0295 0.0001 0.3647 0.0004 0.0027 0.3974 1.14E+o8 6.83E+o5 0.0308 0.0001 0.3804 0.0004 0.0028 0.4146 1.18E+o8 7.09E+o5 0.0320 0.0001 0.3946 0.0004 0.0029 0.4301 l.37E+o8 8.23E+05 0.0372 0.0001 0.4585 0.0005 0.0034 0.4997 l.42E+08 8.48E+05 0.0383 0.0001 0.4723.

0.0005 0.0035 0:5147 1.50E+o8 8.98E+o5 0,0405

• 0.0001 0.5000 0.0005 0.0037 0.5449 l.55E+o8 9.26E+o5 0.0418 0.0001 0.5155 0.0006 0.0038 0.5618 l.58E+o8 9.48E+o5 0.0428 0.0001 0.5279 0.0006 0.0039 0.5753 l.57E+o8 9.40E+o5 0.0424 0.0001 0.5233 0.0006 0.0039 0.5703 l.77E+o8 l.06E+o6 0.0478 0.0001 0.5899 0.0006 0.0044 0.6428 2.05E+o8 l.23E+o6 0.0554 0.0002 0.6841 0.0007 0.0051 0.7455 l.90E+o8 1.14E+06 0.0515 0.0001 0.6351 0.0007 0.0047 0.6922 l.90E+o8 l.14E+o6 0.0515 0.0001 0.6351 0.0007 0.0047 0.6921 l.86E+o8 l.12E+o6 0.0504 0.0001 0.6221 0.0007 0.0046 0.6780 l.74E+o8 l.04E+o6 0.0471 0.0001 0.5819 0.0006 0,0043 0.6341 l.01E+o8 6.05E+o5 0.0273 0.0001 0.3368 0.0004 0.0025 0.3671 l.01E+o8 6.06E+o5 0.0273 0.0001 0.3372 0.0004 0.0025 0.3674 l.71E+o8 1.03E+06 0.0463 0.0001 0.5719 0.0006 0.0043 0.6233 1.83E+o8 1.10E+o6 0.0495 0.0001 0.6108 0.0007 0.0046 0.6657 1.82E+o8 l.09E+o6 0.0492 0.0001 0.6070 0.0007 0.0045 0.6615 l.64E+o8 9.84E+o5 0.0444 0.0001 0.5479 0.0006 0.0041 0.5971 l.69E+o8 1.01E+o6 0.0457 0.0001 0.5639 0.0006 0.0042 0.6145 1.69E+o8 1.01E+o6 0.0458 0.0001 0.5650 0.0006 0.0042 0.6158 1.59E+o8 9.55E+05 0.0431 0.0001 0.5319 0.0006 0.0040 0.5796 l.44E+o8 8.64E+o5 0.0390 0.0001 0.4810 0.0005 0.0036 0.5242 l.19E+o8 7.l 1E+o5 0.0321 0.0001 0.3958 0.0004 0.0030 0.4314

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05 l l 9A Gross Gamma Pipe Section Sump Acti".ity IPCilm'l Section E7 to Main Header Position 0 OA

• l.75E+o9 Section E7 to Main Header Position 1 OA l.69E+o9 Section E7 to Main Header Position 2 OA l.69E+o9 Section E7 to Main Header Position 3 OA.

2.02E+o9 Section E7 to Main Header Position 4 OA 2.39E+o9 Section E7 to Main Header Position 5 OA 2.43E+o9 Section E7 to Main Header Position 6 OA 2.43E+o9 Section E2 to E7 Position 0 OA l.98E+o9 Section* E2 to E7 Position I OA 7.57E+o8 Section E2 to E7 Position 2 OA 7.86E+o8 Section E2 to E7 Position 3 OA 1.35E+o9 Section F4 to F14 Position Zero OA l.47E+09 Section F4 to Fl4 Position 1 OA 9.39E+o8 Section F4 to F 14 Position 2 OA 4.91E+o8 Section F4 to FI4 Position 3 OA 5.62E+o8 Section Fl4 to F Header Position Zero OA l.32E+o9 Section F14 to F Header Position I OA l.06E+o9 Section F14 to F Header Position 2 OA 6.03E+o8 Section F 14 to F Header Position 3 OA 1.0IE+o9 Section F14 to F Header Position 4 OA 8.95E+o8 Section Fl4 to F Header Position 5 OA 8.85E+o8 Section Fl4 to F Header Position 6 OA 8.92E+o8 Section F 14 to F Header Position 7 OA 2.82E+o8 Section Ft4 to F Header Position 8 OA l.63E+o8 Section F3 to Ft3 Position Zero OA l.45E+o8 Section F3 to Fl3 Position l OA 8.46E+o7 Section F3 to Fl 3 Position 2 OA 2.83E+o8 Section F3 to Fl 3 Position 3 OA 9.67E+o8 Section F2 to Flt Position Zero OA 1.88E+o9 Section F2 to Fl I Position 1 OA J.71E+o9 Section F2 to Fl I Position 2 OA l.05E+o9 Section F2 to Fl 1 Position 3 OA 8.90E+o8 Section Fl to FS Position Zero OA 2.04E+o9 Section Fl to FS Position l OA i.60E+o9 Section Fl to FS Position 2 OA 8.19E+o8 Section Fl to FS Position 3 OA 2.52E+o9 Section FI to FS Position 4 OA 1.43E+o9 Section FIO to FS Position 0 OA 8,13E+o8 Section FIO to FS Position 1 OA 5.46E+o8 Section FIO to FS Position 2 OA 4.92E+o8 Section Fl 0 to FS Position 3 OA 5.95E+o8 Section FlO to FS Position 4 OA 8.IOE+o8 Section FIO to FS Position 5 OA 8.97E+o8 Co-60 Cs-134

(:,:137.

Mixture Cone.

Cone.

Cone.

IPCilm'l IPCilm2)

(oC~m2)

WC 3.17E+o8 6.l 1E+o5 l.43E+o9 we 3.07E+o8 5.93E+o5 l.39E+09 WC 3.07E+08 5.92E+o5 l.39E+09 we 3.67E+o8 7.08E+o5 l.66E+o9 we 4.33E+o8 8.36E+o5 1.95E+09 WC 4.42E+08 8.52E+o5 l.99E+09 we 4.41E+o8

• 8.51E+o5 l.99E+o9 we 3.59E+o8 6.92E+o5 l.62E+o9 WC 1.37E+o8 2.65E+o5 6.19E+08 WC l.42E+o8 2.75E+o5 6.43E+08 we 2.45E+o8 4.72E+o5 l.lOE+o9

.we 2.67E+08 5.15E+o5 l.20E+o9 WC 1.70E+o8 3.29E+o5 7.68E+08 WC 8.90E+o7 1.72E+o5 4.02E+08 WC l.02E+08 l.97E+o5 4.60E+08 we 2.40E+o8 4.62E+o5 l.08E+o9 we l.92E+o8 3.70E+o5 8.64E+o8 we l.09E+o8 2.1 IE+o5 4.94E+08 WC l.83E+o8 3.53E+05 8.25E+08 we l.62E+o8 3.13E+o5 7.32E+o8 we l.60E+o8 3.JOE+o5 7.24E+08 WC 1.62E+o8 3.12E+o5 7.30E+o8 we 5.1 IE+o7 9.87E+o4 2.31E+o8 we 2.96E+o7 5.72E+04 l.34E+08 WC 2.63E+o7 5.08E+04 l.19E+08 we l.53E+o7 2.96E+o4 6.93E+o7 we

.S.12E+o7 9.89E+o4 2.3IE+o8 we l.75E+o8

• 3.38E+o5

• 7.91E+08 we 3.41E+o8 6.58E+05 l.54E+o9 we 3.IOE+o8 5.98E+o5 l.40E+o9 WC l.90E+o8 3.67E+05 8.59E+o8 WC l.61E+o8

'3.12E+o5 7.29E+o8 WC 3.7IE+-08 7.16E+o5 1.67E+o9 WC 2.91E+o8 5.62E+o5 l.31E+o9 WC l.48E+o8 2.87E+05 6.70E+o8 we 4.57E+o8 8.82E+o5 2.06E+o9 WC 2.59E+o8 5.0IE+o5 l.17E+o9 we l.47E+o8 2.85E+05 6.66E+08 we 9.91E+o7 l.91E+o5 4.47E+o8 we 8.92E+o7 l.72E+o5 4.03E+o8 we l.08E+o8 2.08E+05 4.87E+08 we l.47E+o8 2.84E+o5 6.63E+o8 WC l.63E+o8 3.14E+o5 7.34E+o8

[46]

~

ZIONSOLUTIONSU£

M--

Ni-63

. Sr-90 Co-60 Cs-134 Cs-137 Ni-63 Sr-90 Cone.

Cone.

SOF SOF soF:

SOF SOF SOE

• (oCilm2l CoCi/m2) l.60E+08 9.57E+o5 0.0432 0.0001 0.5332 0.0006 0.0040 0.5810 1.55E+o8 9.29E+o5 0.0419 0.0001 0.5171 0.0006 0.0039 0.5635 l.55E+08 9.28E+o5 0.0419 0.0001 0.5167 0.0006 0.0039 0.5631 l.85E+o8 1.11E+o6 0.0500 0.0001 0.6176 0.0007 0.0046 0.6730 2.19E+08 1.31E+o6 0.0591 0.0002 0.7293 0.0008 0.0054 0.7948 2.23E+08 1.33E+o6 0.0602 0.0002 0.7433 0.0008 0.0055 0.8100 2.22E+o8 l.33E+o6 0.0601 0.0002 0.7421 0.0008 0.0055 0.8087 l.81E+o8 l.08E+o6 0.0489 0.0001 0.6036 0.0007 0.0045 0.6578 6.93E+o7 4.15E+o5 0.0187 0.0001 0.231 I 0.0002 0.0017 0.2518 7.19E+o7 4.31E+o5 0.0194 0.0001 0.2398 0.0003 0.0018 0.2613 l.24E+o8 7.40E+o5 0.0334 0.0001 0.4120 0.0004 0.0031 0.4490 1.35E+08 8.07E+o5 0.0364 0.0001 0.4492 0.0005 0.0033 0.4895 8.59E+o7 5.15E+o5 0.0232 0.0001 0.2867 0.0003 0.0021 0.3124 4.49E+o7 2.69E+o5 0.0121 0.0000 0.1498 0.0002 0.001 I 0.1633 5.14E+07 3.08E+o5 0.0139 0.0000 0.1716 0.0002 0.0013 0.1870 l.21E+o8 7.24E+o5 0.0327 0.0001 0.4034 0.0004 0.0030 0.4396 9.67E+07 5.79E+o5 0.0261 0.0001 0.3225 0.0003 0.0024 0.3514 5.52E+07 3.3IE+o5 0.0149 0.0000 0.1842 0.0002 0.0014.

0.2008 9.23E+07 5.53E+o5 0.0249 0.0001 0.3079 0.0003 0.0023 0.3355 8.19E+07 4.91E+o5 0.0221 0.0001 0.2732 0.0003 0.0020 0.2978 8.JOE+o7 4.85E+o5 0.0219 0.0001 0.2701 0.0003 0.0020 0.2943 8.16E+07 4.89E+o5 0.0221 0.0001 0.2723 0.0003 0.0020 0.2967 2.58E+o7 l.55E+o5 0.0070 0.0000 0.0861 0.0001 0.0006 0.0938 l.50E+o7 8.96E+o4 0.0040 0.0000 0.0499 0.0001 0.0004 0.0544 l.33E+o7 7.95E+o4 0.0036 0.0000 0.0443 0.0000 0.0003 0.0483 7.74E+06 4.64E+o4 0.0021 0.0000 0.0258 0.0000 0.0002 0:0282 2.59E+o7 l.55E+o5 0.0070 0.0000 0.0862 0.0001 0.0006 0.0940 8.85E+07 5.30E+o5 0.0239 0.0001 0.2952 0.0003 0.0022 0.3217 l.72E+08 i.03E+o6 0.0465 0.0001 0.5743 0.0006.

0.0043 0.6258 l.56E+o8 9.37E+o5 0.0423 0.0001

'0.5216 0.0006 0.0039 0.5685 9.60E+07 5.75E+05 0.0260 0.0001 0.3203 0.0003 0.0024 0.3491 8.15E+07 4.88E+o5 0.0220 0.0001 0.2718 0.0003 0.0020 0.2962 l.87E+08 1.12E+o6 0.0506 0.0001 0.6242 0.0007 0.0047 0.6802 l.47E+08 8.80E+05 0.0397 0.0001 0.4898 0.0005 0.0037 0.5338 7.49E+07 4.49E+o5 0.0202 0.0001 0.2499 0.0003 0.0019 0.2724 2.31E+o8 l.38E+o6 0.0623 0.0002 0.7695 0.0008.

0.0057 0.8386 J.3 IE+o8 7.84E+o5 0.0354 0.0001 0.4368 0.0005 0.0033 0.4760 7.44E+o7 4.46E+o5 0.0201 0.0001 0.2483 0.0003 0.0019 0.2706 5.00E+o7 2.99E+o5 0.0135 0.0000 0.1668 0.0002 0.0012 0.1817 4.50E+o7 2.70E+o5 0.0122 0.0000 0.1502 0.0002 0.0011 0.1637 5.45E+07 3.26E+o5 0.0147 0.0000 0.1817 0.0002 0.0014 0.1981 7.41E+o7 4.44E+o5 0.0200 0.0001 0.2473 0.0003 0.0018 0.2695 8.21E+o7 4.92E+o5 0.0222 0.0001 0.2739 0.0003 0.0020 0.2984

FRSRELEASERECORD

• AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Section Sump Gamma Activity

' *.*foCi/m2l Section Fl 0 to FS Position 6 OA l.03E+o9 Section F8 to A Sumo Position 0 OA l.96E+o9 Section FS to A Sumo Position I OA l.94E+09 Section F8 to A Sumo Position 2 OA 1.14E+o9 Section FS to A Sumo Position 3 OA l.88E+09 Section FS to A Sump Position 4 OA l.76E+o9 Section FS'to A Sumo Position 5 OA l.67E+o9 Section FS to A Sump Position 6 OA l.10E+09 Section FS to A Sumo Position 7

• OA l.91E+09 Section FS to A Sumo Position 8 OA l.59E+o9 Section FS to A Sumo Position 9 OA 1.l7E+o9 Section FS to A Sump Position 10 OA 8.11E+08 Section FS to A Sumo Position 11 OA 7.lOE+o8 Section FB to A Sumo Position 12.

OA l.08E+o9 Section FS to A Sump Position 13 OA l.05E+o9 Section FS to A Sumo Position 14 OA

• 7.76E+o8 Section F8 to A Sump Position 15 OA 8.44E+o8 Section F8 to A Sump Position 16 OA l.34E+o9 Section F8 to A Silmo Position 17 OA l.23E+09 Section F8 to A Sump Position 18 OA l.76E+o9 Section F8 to A Sumo Position 19 OA l.62E+o9 Section F8 to A Sump Position 20 OA l.63E+09 Section F8 to A Sumo Position 21 OA l.32E+09 Section F8 to A Sump Position 22 OA l.09E+09 Section FS to A Sumo Position 23 OA 9.81E+o8 Section FS to A Sumo Position 24 OA l.20E+o9 Section F8 to A Sump Position 25 OA 1.30E+09 Section FS to A Sumo Position 26 OA l.44E+o9 Section FS to A Sump Position 27 OA l.47E+o9 Section F8 to A Sump Position 28 OA 7.87E+o8 Section F8 to A Sumo Position 29 OA l.89E+o8 Section F8 to A Swnp Position 30 OA l.32E+o8 Section F8 to A Sumo Position'3 l OA l.52E+o8 Section F8 to A Sump Position 32 OA l.01E+08 Section F12 to FlO Header Position Zero OA l.72E+o9 Section F12 to Fto Header Position 1 OA 9.I3E+o8 Section F12 to FlO Header Position 2 OA 8.45E+o8 Section F 12 to FI 0 Header Position 3 OA 7.45E+o8 Section F12 to FIO Header Position 4 OA l.22E+09 Section Fl2 to FIO Header Position 5 OA l.72E+o9 Section Fl2 to FIO Header Position 6 OA l.51E+o9 Section F12 to FIO Header Position 7 OA l.21E+o9 Section Fl2 to FIO Header Position 8 OA l.20E+o9 Mixture WC we we WC WC we WC we we WC we WC we WC we WC we WC*

we WC WC we WC we we we we WC we we we WC we WC WC WC WC WC WC we we we WC Co-60 Cs'134 Cs-137*

Ni-63.

.Cone.

Cone.,

Cone:

Cone.

foCi/m2l foCiin'i'l

<oCi/m2l

• foCi/m'l' l.86E+o8 3.59E+o5 8.40E+o8 9.39E+o7 3.55E+o8 6.85E+o5 1.60E+o9 l.79E+o8 3.51E+o8 6:78E+o5 1.58E+o9 1.77E+o8 2.07E+o8 3.99E+o5 9.34E+o8 1.04E+o8 3.42E+o8 6.59E+05 l.54E+09 l.72E+o8 3,18E+o8 6.14E+o5 l.44E+09 l.61E+o8 3.03E+o8 5.85E+o5 l.37E+o9 l.53E+o8 3.08E+o8 5.94E+o5 l.39E+o9 l.55E+o8 3.47E+08 6.69E+o5 l.56E+o9 l.75E+o8 2.88E+08 5.57E+o5 l.30E+09 l.46E+o8 2.13E+o8 4.l 1E+o5 9.61E+08 l.07E+o8 l.47E+o8 2.84E+o5 6.64E+08 7.42E+o7 l.29E+o8 2.49E+o5 5.81E+o8 6.50E+o7 l.96E+o8 3.77E+o5 8.83E+08 9.87E+o7 l.91E+08 3.68E+05 8.60E+08 9.62E+o7 l.41E+o8 2.72E+o5 6.35E+o8 7.lOE+o7 l.53E+o8

• 2.95E+o5 6.91E+o8 7.72E+o7 2.42E+o8 4.68E+o5 l.09E+o9, l.22E+o8 2.23E+-08 4.30E+o5 l.OOE+o9 l.12E+o8 3.19E+08 6.16E+o5 l.44E+09 l.61E+08 2.94E+o8 5.68E+o5 l.33E+o9. l.48E+o8 2.96E+o8 5.70E+o5 l.33E+09 l.49E+o8 2.40E+o8 4.62E+o5 l.08E+09 l.21E+o8 l.97E+08 3.80E+o5 8.88E+08 9.94E+o7 l.78E+o8 3.43E+o5 8.03E+08 8.98E+o7 2.17E+o8 4.19E+o5 9.79E+o8 l.09E+o8 2.35E+o8 4.54E+o5 l.06E+09 ' l.19E+o8 2.61E+o8 5.03E+o5 1.l8E+09 l.32E+o8 2.66E+o8 5.13E+05 l.20E+09 l.34E+o8 l.43E+o8 2.75E+o5

• 6.44E+08 7.20E+o7 3.43E+o7 6.62E+o4 1.55E+o8 l.73E+o7 2.39E+o7 4.61E+o4 l.08E+o8 1.2IE+o7 2.76E+o7 5.32E+o4 l.24E+08 l.39E+o(

l.84E+o7 3.55E+04 8.29E+o7 9.27E+06 3.12E+o8 6.02E+o5 l.41E+o9 1.57E+o8 l.66E+o8 3.20E+o5 7.47E+o8 8.36E+o7 l.53E+o8 2.96E+o5 6.92E+o8 7.73E+o7 l.35E+08 2.61E+o5 6.09E+08 6.82E+o7 2.21E+o8 4.26E+o5 9.97E+08 I.llE+o8 3.12E+o8 6.02E+o5 1.41E+o9 l.57E+o8 2.73E+o8 5.28E+o5 l.23E+o9 l.38E+o8 2.19E+o8 4.23E+o5

• 9.89E+o8 1.llE+o8 2.17E+o8 4.18E+o5 9.78E+08 l.09E+o8

[47]

~

. =ZIONSOLUTIONSuc=

M---

Sr-90 Cone.

Co-60 Cs-134 Cs-137 Ni-63 Sr-90 SOF SOF SOF SOF SOF SOF.

<oCiim2l

/.

5.63E+o5 0.0254 0.0001 0.3133 0.0003 0.0023 0.3415 l.07E+o6 0.0484 0.0001 0.5978 0.0006 0.0045 0.6515 1.06E+o6 0.0479 0.0001 0.591 l

.0.0006 0.0044 0.6442 6.25E+o5 0.0282 0.0001 0.3483 0.0004 0.0026 0.3795 l.03E+o6 0.0466 0.0001 0.5751 0.0006 0.0043 0.6267 9.63E+o5 0.0434 0.0001 0.5360 0.0006 0.0040 0.5841 9.16E+o5 0.0413 0.0001 0.5101 0.0006 0.0038 0.5559 9.30E+o5 0.0420 0.0001 0.5178 0.0006 0.0039 0.5643 l.05E+o6 0.0473 0.0001 0.5838 0.0006 0.0044 0.6362 8.72E+05 0.0393 0.0001 0.4855 0.0005 0.0036 0.5291 6.44E+o5 0.0290 0.0001 0.3584 0.0004 0.0027 0.3906 4.45E+o5 0.0201 0.0001 0.2477

. 0.0003 0.0018 0.2699 3.89E+o5 0.0176 0.0000 0.2169 0.0002 0.0016 0.2364 5.91E+o5 0.0267 0.0001 0.3293 0.0004 0.0025 0.3588 5.76E+o5 0.0260 0.0001 0.3210 0.0003 0.0024 0.3498 4.25E+o5 0.0192 0.0001 0.2369 0.0003 0.0018 0.2582 4.63E+o5 0.0209 0.0001 0.2577 0.0003 0.0019 0.2808 7.32E+o5 0.0330 0.0001 0.4078 0.0004 0.0030 0.4444 6.73E+o5 0.0304 0.0001 0.3748 0.0004 0.0028 0.4085 9.65E+o5 0.0436 0.0001 0.5376 0.0006" 0.0040 0.5858 8.89E+o5 0.0401 0.0001 0.4952 0.0005 0.0037 0.5397 8.94E+o5 0.0403 0.0001 0.4976.

0.0005 0.0037 0.5423 7.24E+o5 0.0327 0.0001 0.4033 0.0004 0.0030 0.4395 5.95E+05 0.0269 0.0001 0.3315 0.0004 0.0025 0.3612 5.38E+05 0.0243 0.0001 0.2994 0.0003 0.0022 0.3263 6.56E+o5 0.0296 0.0001 0.3653

.0.0004 0.0027

. 0.3981 7.l IE+o5 0.0321 0.0001 0.3957 0.0004 0.0030 0.4312 7.88E+05 0.0356 0.0001 0.4388 0.0005 0.0033 0.4782 8.04E+o5 0.0363 0.0001 0.4479 0.0005 0.0033 0.4881 4.32E+o5 0.0195 0.0001 0.2403 0.0003 0.0018 0.2619 l.04E+o5 0.0047 0.0000 0.0577 0.0001 0.0004 0.0629 7.23E+o4 0.0033 0.0000 0.0402 0.0000 0.0003 0.0439 8.34E+o4 0.0038 0.0000 0.0464 0.0001 0.0003 0.0506 5.56E+04 0.0025 0.0000 0.0309 0.0000 0.0002 0.0337 9.43E+o5 0.0426 0.0001 0.5253 0.0006 0.0039 0.5725 5.01E+o5 0.0226 0.0001 0.2787 0.0003 0.0021 0.3038 4.63E+o5 0.0209 0.0001 0.2580 0.0003 0.0019 0.2812 4.08E+o5 0.0184 0.0001 0.2274 0.0002 0.0017 0.2478 6.68E+o5 0.0301 0.0001 0.3718 0.0004

' 0.0028 0.4052 9.42E+o5 0.0425 0.0001 0.5248 0.0006 0.0039 0.5719 8.27E+o5 0.0373 0.0001 0.4602 0.0005

. 0.0034 0.5016 6.63E+o5 0.0299 0.0001 0.3690 0.0004 0.0028 0.4021 6.55E+o5 0.0296.

0.0001 0.3650 0.0004 0.0027 0.3978

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

,Gross Gamma Pipe Section Sump Activity

'.(pCi/m'l Section F12 to FIO Header Position 9 OA l.63E+09 Section F12 to FIO Header Position IO

• OA l.97E+o9 Section F12 to Fl 0 He*ader Position 11

• OA 1.48E+09 Section G3 to G2 Position Zero OA l.llE+09 Section G3 to G2 Position 1 OA l.27E+o9 Section G3 to G2 Position 2 OA 7.69E+o8 Section G3 to 02 Position 3 OA 5.07E+o8 Section G3 to G2 Position 4 OA 4.29E+o8 Section G3 to G2 Position 5 OA 4.46E+o8 Section G3 to 02 Position '6 OA 5.79E+o8 Section G3 to G2 Position 7 OA 7.43E+o8 Section 03 to 02 Position 8 OA l.10E+o9 Section 03 to G2 Position 9 OA l.08E+o9 Section 03 to G2 Position 10 OA 9.74E+o8 Section G3 to 02 Position 11 OA 6.08E+08 Section 03 to 02 Position 12 OA 4.93E+o8 Section G3 to G2 Position 13 OA 5.32E+o8 Section G3 to G2 Position 14 OA 6.03E+o8 Section 02 to OA Sumo 0 OA 7.41E+08 Section G2 to OA Sumo 1 OA 6.83E+08 Section G2 to OA Suino 2 OA 6.69E+o8 Section G2 to OA Sump 3 OA 6.36E+o8 Section G2 to OA Sumo 4 OA 6.36E+o8 Section G2 to OA Sumo 5 OA 5.93E+08 Section G2 to OA Sump 6 OA 6.47E+08 Section 02 to OA Sumo 7 OA 6.71E+o8 Section G2 to OA Sump 8 OA 7.53E+o8 Section G2 to OA Sumo 9 OA 8.07E+08 Section G2 to OA Sumo I 0 OA 5.99E+08 Section 02 to OA Sump 11 OA 6.90E+o8 Section G2 to OA Sumo 12 OA 7.52E+o8 Section G2 to OA Sump 13 OA 6.50E+08 Section 02 to OA Sumo 14 OA 4.26E+08 Section G2 to OA Sumo 15 OA 4.51E+08 Section 02 to OA Sump 16 OA 3.66E+o8 Section 02 to OA Sumo 17 OA 4.92E+08 Section 02 to OA Sump 18 OA 8.21E+08 Section G2 to OA Sumo 19 OA 5.52E+08 Section G2 to OA Sumo 20 OA 6.26E+o8 Section 02 to OA Sump 21 OA 5.15E+o8 Section G2 to OA Sumo 22 OA 3.08E+o8 Section G2 to OA Sump 23 OA 3.00E+o8 Section G2 to OA Sump 24 OA 2.35E+o8 Co-60 Cs-134 Cs-137 Mixture C?nc.

Cone.

Cone.

(pCi/m2l (pCilm2l (pCi/m2l' we 2.95E+o8 5.70E+o5 l.33E+09 we 3.57E+o8 6.88E+o5 l.61E+o9 we 2.69E+o8 5.19E+o5 l.21E+09 HUT 4.93E+o8 O.OOE+oO 6.19E+08 HUT 5.64E+08 0.00E+oO 7.09E+08 HUT 3.41E+o8 0.00E+oO 4.28E+08 HUT 2.25E+o8 0.00E+oO 2.82E+o8 HUT l.90E+o8 0.00E+oO 2.39E+o8 HUT 1.98E+o8 O.OOE+oO 2.48E+08 HUT 2.56E+o8 O.OOE+oO, 3.22E+08 HUT 3.29E+o8 0.00E+oO 4.14E+08 HUT 4.86E+o8 O.OOE+oO 6.IOE+o8 HUT 4.80E+o8 O.OOE+oO 6.03E+o8 HUT 4.32E+o8 O.OOE+oO 5.42E+o8 HUT 2.70E+08 0.00E+oO 3.38E+08 HUT 2.19E+o8 0.00E+oO 2.75E+o8 HUT 2.36E+o8 0.00E+oO 2.96E+o8 HUT 2.67E+o8 O.OOE+oO 3.36E+o8 HUT 3.29E+o8 O.OOE+oO 4.13E+08 HUT' ' 3.03E+08 O.OOE+OO 3.80E+o8 HUT 2.96E+o8 O.OOE+oO 3.72E+o8 HUT 2.82E+o8 0.00E+oO 3.54E+o8 HUT 2.82E+o8 0.00E+oO 3.54E+o8 HUT 2.63E+o8 O.OOE+OO 3.30E+08 HUT 2.87E+o8 0.00E+oO 3.60E+o8 HUT 2.97E+o8 0.00E+oO 3.73E+o8 HUT 3.34E+o8 0.00E+oO 4.19E+o8 HUT 3.58E+o8 o:ooE+oO 4.49E+o8 HUT 2.65E+o8 O.OOE+oO 3.33E+08 HUT 3.06E+08 O.OOE+oO 3.84E+o8 HUT 3.33E+o8 0.00E+oO 4.18E+o8 HUT 2.88E+o8 O.OOE+oO 3.62E+o8 HUT l.89E+o8 O.OOE+oO 2.37E+08 HUT 2.00E+08 0.00E+OO 2.51E+08 HUT 1.62E+08 0.00E+oO 2.04E+08 HUT 2.18E+o8 O.OOE+oO 2.74E+o8 HUT 3.64E+o8 0.00E+oO 4.57E+o8 HUT 2.45E+o8 O.OOE+oO 3.08E+o8 HUT 2.78E+o8 O.OOE+oO 3.49E+08 HUT 2.28E+o8 0.00E+oO 2.87E+o8 HUT 1.36E+o8 O.OOE+oO 1:71E+o8 HUT l.33E+o8 O.OOE+oO 1.67E+o8' HUT l.04E+o8 O.OOE+oO l.31E+08

[48]

~

ZlONSOLUTIONSuc

• ~~~

Ni-63 Sr-90 Co-60

,cs-134 "Cs-137 Ni-63 Sr-90 Coile.

Cone.

SOF SOF SOF SOF SOF,,,

SOF (pei/mll (pei/m2)*

l.49E+o8 8.93E+o5 0.0403 0.0001 0.4973 0.0005 0.0037 0.5419 l.80E+o8 l.08E+o6 0.0487 0.0001 0.6005 0.0006 0.0045 0.6544 l.36E+o8 8.13E+o5 0.0367 0.0001 0.4528 0.0005 0.0034 0.4935 2.49E+o8 4.15E+05 0.0673 0.0000 0.2310 0.0009 0.0017 0.3009 2.85E+o8 4.75E+o5 0.0770 0.0000 0.2644 0.0010 0.0020 0.3444 1.72E+o8 2.87E+o5 0.0465 0.0000 0.1597 0.0006 0.0012 0.2079 1.13E+o8 l.89E+o5 0.0307 0.0000 0.1053 0.0004 0.0008 0.1372 9.60E+o7 l.60E+05 0.0259 0.0000 0.0891 0.0003 0.0007 0.1160 9.97E+o7 1.66E+05 0.0269 0.0000 0.0926 0.0004 0.0007 0.1206 l.29E+08 2.16E+05 0.0350 0.0000 0.1202 0.0005 0.0009 0.1565 l.66E+o8 2.77E+o5 0.0449 0.0000 0.1543 0.0006 0.0012 0.2010 2.45E+o8 4.09E+o5 0.0662 0:0000 0.2275 0.0009 0.0017 0.2964 2.42E+o8 4.04E+o5 0.0655 0.0000 0.2251 0.0009 0.0017 0.2932 2.18E+o8 3.63E+o5 0.0589 0.0000 0.2022 0.0008 0.0015 0.2634 1.36E+08 2.27E+o5 0.0368 0.0000 0.1263 0.0005 0.0009 0.1645 l.IOE+o8 l.84E+o5

.0.0298 0.0000 0.1025 0.0004 0.0008 0.1335 1.19E+o8 l.98E+o5 0.0322 0.0000 0.1105 0.0004 0.0008 0.1439 l.35E+o8 2.25E+o5 0.0365 0.0000 0.1253 0.0005 0.0009 0.1632 1.66E+o8 2.77E+o5 0.0448 0.0000 0.1540

'0.0006 0.0011 0.2006 l.53E+o8 2.55E+o5 0.0413 0.0000

. 0.1418 0.0006 0.0011 0.1846 1.50E+o8 2.49E+o5 0.0404 0.0000 0.1389 0.0005 0.0010 0.1808 1.42E+o8 2.37E+o5 0.0385 0.0000 0.1322 0.0005 0.0010 0.1721 l.42E+o8 2.37E+o5 0.0384 0.0000 0.1320 0.0005.

0.0010 0.1719 1.33E+o8 2.21E+o5 0.0358 0.0000 0.1231 0.0005 0.0009 0,1603 l.45E+o8 2.41E+o5

'0.0391 0.0000 0.1343 0.0005 0.0010 0.1750 l.50E+o8 2.50E+o5 0.0405 0.0000 0.1393 0.0005' 0.0010 0.1814 l.68E+o8 2.81E+o5 0.0455 0.0000 0.1564 0.0006 0.0012 0.2036 l.81E+o8 3.0IE+o5 0.0488 0.0000 0.1677 0.0007 0.001'3 0.2184 l.34E+o8 2.23E+o5 0.0362 0.0000 0.1243 0.0005 0.0009 0.1620 l.54E+o8 2.57E+o5 0.0417 0.0000 0.1433 0.0006 0.0011 OJ866 l.68E+o8 2.80E+o5 0.0454 0.0000 0.1561 0.0006 0.0012 0.2033 1.45E+o8 2.42E+05 0.0393 0.0000 0.1349 0.0005 0.0010 0.1757 9.52E+o7 1.59E+o5 0.0257 0.0000 0.0884 0.0003 0.0007 0.1151' l.01E+o8 1.68E+o5 0.0273 0.0000 0.0937

. 0.0004 0.0007 0.1220 8.18E+o7 1.36E+o5 0.0221 0.0000

. 0.0759 0.0003 0.0006 0.0989 l.IOE+o8 l.84E+o5 0.0298 0.0000 0.1023 0.0004 0.0008 0.1332 l.84E+o8 3.06E+o5 0.0496 0.0000 0.1705 0.0007 0.0013 0.2221 1.24E+08 2.06E+o5 0.0334 0.0000 0.1147 0.0004 0.0009 0.1494 l.40E+o8 2.34E+05.

0.0379 0.0000 0.1301 0.0005 0.0010 0.1695 1.15E+o8 1.92E+o5 0.0311 0.0000 0.1069 0.0004 0.0008 0.1393 6.88E+o7 1.15E+o5 0.0186 0.0000 0.0639 0.0002 0.0005 0.0832 6.71E+o7 l.12E+o5 0.0181 0.0000 0.0623 0.0002 0.0005 0.0811 5.26E+o7 8.77E+o4 0.0142 0.0000 0.0488 0.0002 0.0004 0.0636

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 051 r'9A

. Pi~;~e'~tion

. /;:::. '\\

;,Nf~6f

• Sr:id:.;

1.Cone..

.Coric:

(;cvn:>;.. (o'arm>i' Section G2 to OA Sumo 25 OA 3.17E+o8 HUT l.40E+08 O.OOE+oO 1.76E+o8 7.09E+o7 1.18E+o5 Section G2 to OA Sump 26 OA 2.23E+o8 HUT 9.87E+o7 O.OOE+oO 1.24E+08 4.98E+o7 8.31E+o4 Section G2 to OA Sumo 27 OA 2.25E+o8 HUT 9.98E+o7 0.00E+oO l.25E+08 5.04E+o7 8.39E+o4 Section G2 to OA Sump 28 OA 2.29E+o9 HUT 1.02E+09 0.00E+oO 1.28E+o9 5.13E+o8 8.55E+05 Section G4 to G Header Position 0 ESTIMATE OA 2.38E+09 HUT 1.06E+o9 O.OOE+oO l.32E+09 5.32E+08 8.88E+o5 Section G4 to G Header Position I ESTIMATE OA 2.38E+o9 HUT 1.06E+o9 O.OOE+oO 1.32E+o9 5.32E+o8 8.88E+o5 Section G4 to G Header Position 2 ESTIMATE OA 2.38E+o9 HUT 1.06E+o9 O.OOE+oO 1.32E+09 5.32E+o8 8.88E+o5 Section G4 to G Header Position 3 ESTIMATE OA 2.38E+09 HUT l.06E+09 0.00E+OO l.32E+09 5.32E+o8 8.88E+o5

• Section G4 to G Header Position 4 ESTIMATE OA 2.38E+09 HUT 1.06E+o9 O.OOE+OO l.32E+09 5.32E+o8 8.88E+o5 Section G4 to G Header Position 5 ESTIMATE OA 2.38E+o9 HUT 1.06E+o9 O.OOE+OO 1.32E+o9 5.32E+o8 8.88E+o5 Section 04 to G Header Position 6 ESTIMATE OA 2.38E+o9 HUT l.06E+o9 O:OOE+oO l.32E+o9 5.32E+o8 8.88E+o5 Section 04 to G Header Position 7 ESTIMATE OA 2.38E+o9 HUT 1.06E+o9 O.OOE+OO 1.32E+09 5.32E+o8 8.88E+o5 Section G4 to G Header Position 8 ESTIMA'.fE OA 2.38E+o9 HUT l.06E+o9 O.OOE+oO l.32E+09 5.32E+o8 8.88E+05 Section G4 to G Header Position 9 ESTIMATE OA 2.38E+o9 HUT l.06E+o9 0.00E+OO l.32E+09 5.32E+o8 8.88E+o5 Section 04 to G Header Position 10 ESTIMATE OA 2.38E+o9 HUT I.06E+o9 0.00E+OO 1.32E+09 5.32E+08 8.88E+05 Section 04 to G Header Position 11 ESTIMATE OA

• 2.38E+o9 HUT 1.06E+o9 O.OOE+oO 1.32E+09 5.32E+o8 8.88E+o5 Section 04 to G Header Position 12 ESTIMATE OA 2.38E+o9 HUT 1.06E+o9 O.OOE+OO l.32E+o9 5.32E+o8 8.88E+o5 Section G4 to G Header.Position 13 ESTIMATE OA 2.38E+o9 HUT l.06E+o9 0.00E+OO 1.32E+09 5.32E+o8 8.88E+o5 Section G4 to G Header Position 14 ESTIMATE OA 2.38E+o9 HUT l.06E+o9 0.00E+oO 1.32E+09 5.32E+o8 8.88E+o5 Section G4 to G Header Position 15 ESTIMATE OA 2.38E+o9 HUT 1.06E+o9 O.OOE+oO l.32E+o9 5.32E+08 8.88E+o5 Section G4 to G Header Position 16 ESTIMATE OA 2.38E+o9 HUT l.06E+o9 O.OOE+oO l.32E+o9 5.32E+o8 8.88E+o5 Section G4 to G Header Position 17 ESTIMATE OA 2.38E+o9 HUT l.06E+o9 O.OOE+oO

. l.32E+09 5.32E+o8 8.88E+o5 Section G4 to G Header Position 18 ESTIMATE OA 2.38E+o9 HUT l.06E+09 O.OOE+oO l.32E+09 5.32E+08 8.88E+o5 Section G4 to G Header Position 19 ESTIMATE OA

. 2.38E+o9 HUT 1.06E+09 O.OOE+oO l.32E+09 5.32E+o8 8.88E+o5 Section G4 to G Header Position 20 ESTIMATE

. OA 2.38E+09. HUT l.06E+o9 0.00E+OO l.32E+09 5.32E+o8 8.88E+o5 Section G4 to G Header Position 21 ESTIMATE OA 2.38E+o9 HUT 1.06E+o9 O.OOE+oO I.32E+o9, 5.32E+o8 8.88E+o5 Section G4 to G Header "Position 22 ESTIMATE OA 2.38E+o9 HUT.

1.06E+o9

• 0.00E+oO I.32E+09 5.32E+08 8.88E+05 Section G4 to G Header Position 23 ESTIMATE OA 2.38E+09

• HUT 1.06E+09 ' O.OOE+oO 1.32E+o9 5.32E+08 8.88E+05 Section G4 to G Header Position 24 ESTIMATE OA 2.38E+o9 HUT l.06E+o9 O.OOE+oO l.32E+09 5.32E+o8 8.88E+o5 Section 04 to G Header Position 25 ESTIMATE OA 2.38E+09 HUT 1.06E+o9 O.OOE+oO I.32E+o9 5.32E+o8 8.88E+05 Section G4 to G Header Position 26 ESTIMATE OA 2.38E+o9 HUT I.06E+09 O.OOE+oO I.32E+09 5.32E+o8 8.88E+o5 Section G4 to G Header Position 27 ESTIMATE OA 2.38E+o9 HUT k06E+o9 0.00E+oO I.32E+o9 5.32E+o8 8.88E+05 Section G4 to G Header Position 28 ESTIMATE OA 2.38E+o9 HUT 1.06E+o9 0.00E+oO l.32E+09 5.32E+o8 8.88E+o5 Section G4 to G Header Position 29 ESTIMATE OA 2.38E+09 HUT 1.06E+o9 O.OOE+oO l.32E+09 5.32E+o8 8.88E+o5 Section G4 to G Header Position 30 ESTIMATE OA 2.38E+09.

HUT 1.06E+o9. O.OOE+oO I.32E+o9 5.32E+o8 8.88E+o5 Section G4 to G Header Position 31 ESTIMATE OA 2.38E+09 HUT 1.06E+o9 O.OOE+oO l.32E+o9 5.32E+o8 8.88E+05 Section 04 to G Header Position 32 ESTIMATE OA 2.38E+09 HUT 1.06E+o9 O.OOE+oO l.32E+o9

• 5.32E+o8 8.88E+o5 Section 04 to G Header Position 33 ESTIMATE OA 2.38E+o9 HUT I.06E+o9 O.OOE+oO l.32E+09 5.32E+08 8.88E+o5 Section G4 to G Header Position 34 ESTIMATE OA 2.38E+o9 HUT l.06E+o9 0.00E+oO.

l.32E+o9 5.32E+o8 8.88E+o5 Section 04 to G Header Position 35 ESTIMATE OA 2.38E+o9 HUT I.06E+09 O.OOE+oO l.32E+09 5.32E+08 8.88E+05 Section 04 to 0 Header Position 36 ESTIMATE OA 2.38E+o9 HUT l.06E+o9 O.OOE+OO 1.32E+o9 5.32E+o8 8.88E+o5 Section G4 to 0 Header Position 3 7 ES TI MA TE OA 2.38E+09 HUT 1.06E+o9 ' 0.00E+oO L32E+09 5.32E+o8 8.88E+05 Section Hl to Sump A Position 0 OA 6.39E+08 U2HPC l.74E+o8 6.32E+05 4.64E+o8 8.77E+o7 3.1IE+o5

[49]

~

=ZlONSOLUTIONSw:-

M--

SOFt, 0.0192 0.0000 0.0658 0.0003 0.0005 0.0857 0.0135 0.0000 0.0463 0.0002 0.0003 0.0602 0.0136 0.0000 0.0467 0.0002 0.0003 0.0609 0.1386 0.0000 0.4762 0.0018 0.0036 0.6202 0.1439 0.0000 0.4943 0.0019 I 0.0037 0,6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943

. 0.0019.

0.0037. 0.6438 0.1439 0:0000 0.4943 0.0019 0.0037 0.6438 0.1439

. 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943.

0.0019 0.0037 0.6438 0.1439 0.0000 0.4943

. 0.0019 0.0037 0.6438

. 0.1439 0.0000 0.4943 0.0019 0.0037. 0.6438 0.1439 0.0000.

0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 '

0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000' 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943' 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.1439 0.0000 0.4943 0.0019 0.0037 0.6438 0.0237 0.0001 0.1733 0.0003 0.0013 0.1987

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Gamma Pipe Section

• Sump Activity loCi/m2)

Section HI to Sumn A Position 1 OA 4.82E+o8 Section HI to Sump A Position 2 OA 7.37E+o7 Section HI to Sumo A Position 3 OA 5.00E+o7 Section HI to Sump A Position 4 OA 3.28E+o7 Section H2 to Ht Position 0 OA 7.25E+08 Section H2 to HI Position 1 OA 5.65E+08 Section H2 to HI Position 2 OA 5.71E+08 Section H2 to H 1 Position 3 OA 6.69E+08 Section H2 to H 1 Position 4 OA 8.09E+o8 Section H2 to HI Position 5 OA 9.72E+o8 Section H2 to H 1 Position 6 OA 1.21E+o9 Section H2 to HI Position 7 OA 1.19E+o9 Section H2 to HI Position 8 OA 1.28E+o9 Section H2 to HI Position 9 OA 1.55E+o9 Section H2 to HI Position I 0 OA I.65E+o9 Section H2 to HI Position 11 OA 6.60E+08 Section H2 to HI Position 12 OA 2.23E+o8 Section Jl to Sump A Position 0 OA 8.20E+o8 Section JI to Sumn A Position I OA 2.0IE+08 Section Jl to Sumo A Position 2 OA 6.97E+o7 Section JI to Sumo A Position 3 OA 2.63E+o7 Section JI to Sump A Position 4 OA 2.58E+07 Section J4 to JI Position 0 OA 4.39E+o8 Section J4 to Jt Position 1 OA 3.97E+08 Section J4 to JI Position 2 OA 3.80E+08 Section J4 to JI Position 3 OA 4:05E+o8 Section J4 to JI Position 4 OA 3.78E+08 Section J4 to JI Position 5 OA 3.09E+o8 Section J4 to JI Position 6 OA 2.98E+o8 Section J4 to JI Position 7 OA 2.80E+08 Section J4 to JI Position 8 OA 2.60E+o8 Section 14 to JI Position 9 OA 5.94E+08 Secticin J4 to JI Position IO OA 8.32E+o8 Section 14 to JI Position 11 OA 8.83E+o8 Section J4 to JI Position 12 OA 8.76E+o8 Section J4 to JI Position 13 OA 1.15E+o9 Section 14 to Jl Position 14 OA l.36E+09 Section J4 to JI Position 15 OA 1.58E+o9 Section J4 to JI Position 16 OA 1.50E+o9 Section 14 to 11 Position 17 OA 1.44E+09 Section J4 to Jl Position 18 OA l.54E+o9 Section 14 to JI Position 19 OA l.57E+o9 Section 14 to JI Position 20 OA 1.41E+o9 Co-60

.Cs-134 Cs-137 le Mixture Cone.

Cone.

Cone.

loCi/m2l 1ocilm21 loCi/m2)

U2HPC l.31E+o8 4.77E+o5 3.50E+08 U2HPC 2.01E+o7 7.30E+o4 5.36E+o7 U2HPC 1.36E+07 4.95E+04 3.63E+o7 U2HPC 8.92E+o6 3.25E+o4 2.38E+o7 U2HPC l.97E+08 7.18E+o5 5.27E+o8 U2HPC l.54E+08 5.59E+05 4.10E+08 U2HPC 1.55E+o8 5.65E+o5 4.15E+08 U2HPC l.82E+08 6.62E+o5 4.86E+08 U2HPC 2.20E+o8 8.0IE+o5 5.88E+o8 U2HPC 2.64E+o8 9.62E+o5 7.07E+08 U2HPC 3.30E+o8 l.20E+o6 8.81E+08 U2HPC 3.24E+o8 1.18E+o6 8.65E+o8 U2HPC 3.48E+o8 1.26E+06 9.29E+o8 U2HPC 4.21E+o8 1.53E+o6 l.13E+09 U2HPC 4.49E+o8 1.63E+06 1.20E+o9 U2HPC 1.80E+o8 6.53E+o5 4.80E+08 U2HPC 6.06E+o7 2.20E+05 l.62E+08 U2HPC 2.23E+o8 8.12E+o5 5.96E+o8 U2HPC 5.48E+o7 l.99E+05 I.46E+08 U2HPC 1.90E+07

• 6.90E+o4 5.07E+07 U2HPC 7.15E+06 2.60E+o4 1.91E+07 U2HPC 7.02E+06 2.55E+o4 1.87E+07 U2HPC 1.20E+o8 4.35E+o5 3.19E+08 U2HPC l.08E+08 3.93E+o5 2.88E+08 U2HPC l.03E+o8 3.76E+o5 2.76E+08 U2HPC l.IOE+o8 4.01E+o5 2.94E+08 U2HPC l.03E+o8 3.74E+o5 2.75E+o8 U2HPC 8.42E+o7 3.06E+05 2.25E+o8 U2HPC 8.12E+o7 2.95E+o5 2.17E+o8 U2HPC 7.63E+o7 2.78E+o5 2.04E+08 U2HPC 7.07E+o7 2.57E+05 1.89E+o8 U2HPC 1.62E+o8 5.88E+o5 4.32E+08 U2HPC 2.26E+08

.8.24E+o5 6.05E+08 U2HPC 2.40E+o8 8.74E+o5 6.42E+08 U2HPC 2.38E+08 8.67E+05 6.37E+08 U2HPC 3.14E+o8 1.14E+o6 8.38E+o8 U2HPC 3.69E+o8 l.34E+o6 9.86E+08 U2HPC 4.31E+o8 1.57E+o6 1.15E+09 U2HPC 4.09E+o8 1.49E+o6 1.09E+o9 U2HPC 3.92E+o8 1.42E+o6 1.05E+09 U2HPC 4.18E+o8 l.52E+o~

1.12E+o9 U2HPC 4.27E+o8 1.55E+o6 1.14E+09 U2HPC 3.84E+o8 1.40E+06 I.03E+09

[50]

~

=ZIONSOLUTIONSuc-NJ.~-.~

Ni-63 Sr-90

'Co-60

• Cs-134 Cs-137 Ni-63 sr:9o Cone.

Cone.

. SOF

SOF, SOF SOF SOF

• SOF loCilm'Y loCilm2l 6.61E+07 2.35E+05 0.0179 0.0001 0.1306 0.0002 0.0010 0.1498 1.01E+o7 3.59E+o4 0.0027 0.0000 0.0200 0.0000 0.0001 0.0229 6.86E+06 2.43E+o4 0.0019 0.0000 0.0136 0.0000 0.0001 0.0155 4.50E+o6 1.60E+04 0.0012 0.0000 0.0089 0.0000 0.0001 0.0102 9.95E+o7 3.53E+o5 0.0269 0.0001 0.1966 0.0004 0.0015 0.2255 7.75E+07 2.75E+05 0.0210 0.0001 0.1531 0.0003 0:0011 0.1756 7.84E+o7 2.78E+o5 0.0212 0.0001 0.1549 0.0003 0.0012 0.1776 9.18E+07 3.26E+o5 0.0248 0.0001 0.1814 0.0003 0.0014 0.2080 l.llE+08 3.94E+05 0.0300 0.0002 0.2195 0.0004 0.0016 0.2517 l.33E+08 4.73E+o5 0.0361 0.0002 0.2636 0.0005 0.0020 0.3023 1.66E+08 5.90E+o5 0.0450 0.0002 0.3288 0.0006 0.0025 0.3771 1.63E+o8 5.80E+o5 0.0442 0.0002 0.3228 0.0006 0.0024 0.3702 1.75E+08 6.22E+o5 0.0474 0.0002.

0.3465 0.0006 0.0026 0.3974 2.13E+08 7.54E+o5 0.0575 0.0003 0.4200 0.0008 0.0031 0.4816 2.27E+o8 8.04E+o5 0.0612 0.0003 0.4474 0.0008 0.0033 0.5131 9.06E+o7 3.21E+o5 0.0245 0.0001 0.1789 0.0003 0.0013 0.2052 3.06E+07 1.08E+o5 0.0083 0.0000 0.0604 0.0001.

0.0005 0.0692 1.13E+o8 3.99E+o5 0.0304 0.0002 0.2223 0.0004 0.0017 0.2550 2.77E+o7 9.81E+o4 0.0075 0.0000 0.0546 0.0001 0.0004 0.0627 9.57E+o6 3.39E+o4 0.0026 0~0000 0.0189 0.0000 0.0001 0.0217 3.61E+o6 1.28E+o4 0.0010 0.0000 0.0071 0.0000 0.0001 0.0082 3.54E+06 I.26E+o4 0.0010 0.0000 0.0070 0.0000, 0.0001 0.0080 6.03E+o7 2.14E+o5 0.0163 0.0001 0.1191 0.0002 0.0009 0.1366 5.45E+07 1.93E+o5 0.0147 0.0001 0.1076 0.0002 0.0008 0.1234 5.22E+07 1.85E+05 0.0141 0.0001 0.1031 0.0002 0.0008 0.1183 5.56E+o7 l.97E+o5 0.0150 0.0001 0.1097 0.0002 0.0008 0.1259 5.19E+o7 1.84E+05 0.0140 0.0001 0.1025 0.0002 0.0008 0.1175 4.25E+o7 l.SIE+o5 0.0115 0.0001 0.0839 0.0002 0.0006 0.0963 4.IOE+o7 1.45E+o5 0.0111 0.0001 0.0809 0.0001

'0.0006 0.0928'

, 3.85E+o7 1.37E+o5 0.0104 0.0001 0.0761 0.0001 0.0006 0.0872 3.57E+Q7 l.27E+o5 0.0096 0.0001 0.0705 0.0001 0.0005 0.0808 8.16E+o7 2.89E+o5 0.0221 0.0001 0.1611 0.0003 0.0012 0.1848 1.14E+o8 4.05E+05 0.0309 0.0002 0.2257 0.0004 0.0017 0.2588 1.21E+08 4.30E+o5 0.0328 0.0002 0.2395 0.0004 0.0018 0.2747 l.20E+08 4.27E+o5 0.0325 0.0002 0.2376 0.0004 0.0018 0.2725 l.58E+o8 5.62E+o5 0.0428 0.0002 0.3128 0.0006 0.0023 0.3587 1.86E+08 6.61E+o5 0.0504 0.0003 0.3680 0.0007 0.0027 0.4220 2.18E+08 7.72E+o5 0.0588 0.0003 0.4298 0.0008 0.0032 0.4929 2.06E+o8 7.32E+o5 0.0558 0.0003 0.4075 0.0007 0.0030 0.4673 1.98E+08 7.0IE+o5 0.0534 0.0003 0.3903 0.0007 0.0029 0.4476 2.l IE+o8 7.49E+o5 0.0571 0.0003 0.4170 0.0008 0.0031 0.4782 2.16E+o8 7.65E+o5.

0.0583 0.0003 0.4257 0.0008 0.0032 0.4882 1.94E+08 6.88E+o5 0.0524 0.0003 0.3830 0.0007 0.0029 0.4393

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

, Gross Gamma Pipe section Sump

Activity (oCilm2)

Section J4 to JI Position 21 OA 1.44E+-09 Section J4 to JI Position 22 OA l.45E+-09 Section J4 to JI Position 23 OA 1.55E+o9 Section J4 to Jt Position 24 OA l.90E+-09 Section J4 io JI Position 25 OA I.73E+-09 Section J4 to JI Position 26 OA l.87E+-09 Section 14 ta Jl Position 27 OA 2.19E+-09 Section 14 to JI Position 28 OA l.84E+-09 Section 14 to* Jl Position 29 OA l.80E+-09 Section 14 to J t Position 30 OA l.67E+o9 Section J4 to JI Position 31 OA

. 1.76E+o9 Section J4 to J l Position 32 OA l.70E+-09 Section J4 to Jl Position 33 OA l.70E+o9 Section 14 to JI Position 34 OA 3.84E+-08 Section J2 to J5 Position 0 OA 2.70E+-08 Section 12 to JS Position I OA l.22E+-08 Section J2 to 15 Position 2 OA 2.99E+-08 Section J2 to JS Position 3 OA 6.06E+-08 Section J2 to JS Position 4 OA 3.85E+-08 Section J2 to J5 Position S OA 2.80E+-08 Section J2 to JS Position 6 OA l.69E+-08 Section J2 to JS Position 7 OA l.03E+-08 Section J5 to Header Position Zero OA

'3.03E+08 Section JS to Header Position 1 OA 2.81E+-08 Section J5 to Header Position 2 OA 3.50E+-08 Section JS to Header Position 3 OA 3.55E+o8 Section JS to Header Position 4 OA 2.96E+-08 Section JS to Header Position S OA 2.94E+-08 Section JS to Header Position 6 OA 2.96E+-08 Section J5 to Header Position 7 OA 2.42E+-08 Section J5 to Header Position 8 OA l.99E+-08 Section JS to Header Position 9 OA 5.89E+-07 Section J5 to Header Position 10

• OA 8.18E+-07 Section Kl to Sump A Position Zero OA 6.!6E+08 Section KI to Sumo A Position 1 OA 1.18E+-09 Section Kl to Sump A Position 2 OA 1.58E+-08 Section Kl to Sumo A Position 3 OA 5.54E+-08

• Sumo A to Section K2 Position Zero OA 2.38E+-09 Sumo A to Section K2 Position 1 OA 2.41E+-09 Sumo A to Section K2 Position 2 OA 2.14E+-09 Sump A to Section K2 Position 3 OA I.95E+-09 Sumo A to Section K2 Position 4 OA 2.12E+-09 Sumo A to Section K2 Position S OA 2.07E+-09 Mixture U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC U2HPC we WC WC WC WC WC WC WC we we

.Co!60 Cs-134 c.:131 Cone.

Cone.

Cone.

foCi/m2l foCi/m2l foCi/m2l 3.93E+-08 l.43E+-06 l.05E+09 3.94E+-08 l.43E+-06 l.05E+-09 4.ZIE+-08 l.53E+-06 l.12E+09 5.18E+-08 l.89E+-06 1.38E+-09 4.71E+08 I.71E+o6 l.26E+09 5.09E+-08 l.85E+-06 l.36E+-09 5.96E+-08 2.17E+-06 1.59E+-09 5.0IE+-08 l.82E+-06 1.34E+o9' 4.91E+-08 l.79E+-06 l.3 IE+-09 4.53E+-08 l.65E+-06 l.21E+09 4.80E+08 I.75E+o6 1.28E+09 4.62E+-08 l.68E+-06 l.23E+09 4.62E+-08 l.68E+-06 1.23E+09 l.04E+08 3.80E+-05 2.79E+08 7.35E+-07 2.68E+-05 1.96E+08 3.31E+-07 l.20E+-05 8.85E+07 8.15E+-07 **2.96E+-05 2.18E+-08 1.65E+-08 6.00E+-05 4.40E+-08 l.05E+-08 3.81E+o5 2.80E+08 7.62E+07 2.77E+-05 2.04E+08 4.59E+-07

• l.67E+-05 l.23E+-08 2.81E+-07 l.02E+-05 7.52E+07 8.25E+-07 3.00E+-05 2.21E+-08 7.66E+-07 2.79E+o5 2.05E+08

'9.52E+-07 3.46E+-05 2.54E+08 9.64E+-07 3.5!E+-05 2.58E+08 8.04E+-07 2.93E+-05 2.15E+-08 8.00E+-07 2.91E+-05 2.14E+-08 8.05E+-07 2.93E+OS

• 2.15E+-08 6.59E+-07 2.40E+05 l.76E+-08

.5.41E+-07 l.97E+-05 l.45E+-08 l.60E+-07 5.84E+-04.

4.29E+-07 2.23E+-07

'8.IOE+-04 5.95E+-07 1.12E+-08 2.16E+05 5.04E+08

• 2.14E+-08 4.13E+-05 9.65E+08 2.86E+<l7 5.52E+-04 l.29E+-08 1.0lE+-08 l.94E+-05 4.54E+08 4.32E+-08 8.34E+-05 l.95E+-09 4.37E+-08 8.44E+-05 l.97E+09 3.88E+-08 7.49E+-05 1.75E-t09 3.53E+-08 6.81E+-05 l.59E+09 3.85E+-08 7.44E+-05 1.74E+09 3.76E+-08 7.26E+-05 l.70E+-09

[51]

Ni-63 Sr-90 J

Co-60 Cs-134 c;-137 Ni-63 Sr-90" Cone.

Cone.

SOF SOF

• SOF SOF SOF:

SOF roCi/m2) roCi/m2l l.98E+-08 7.04E+-05 0.0536 0.0003 0.3919 0.0007 0.0029 0.4494 l.99E+-08 7.06E+-05 0.0538 0.0003 0.3929 0.0007 0.0029 0.4506 2.12E+08 7.53E+05 0.0574 0.0003 0.4193 0.0008 0.0031 0.4808 2.61E+-08 9.28E+-05 0.0707 0.0004 0.5165 0.0009 0.0039 0.5923 2.38E+08 8.43E+05 0.0643 0.0003 0.4696 0.0009 0.0035 0.5385 2.57E+08 9.l lE+-05 0.0694 0.0004 0.5073 0.0009 0.0038 0.5818 3.0IE+08 l.07E+-06 0.0813 0.0004 0.5942 0.0011 0.0044 0.6814 2.53E+-08 8.98E+-05 0.0684 0.0004 0.4999 0.0009 0.0037 0.5733 2.48E+o8 8.78E+-05 0.0669 0.0004 0.4890 0.0009 0.0036 0.5608 2.29E+-08 8.12E+o5 0.0618 0.0003 0.4520 0.0008 0.0034 0.5183 2.42E+-08 8.59E+-05 0.0654 0.0003 0.4782 0.0009 0.0036 0.5484 2.33E+-08 8.26E+-05 0.0630 0.0003 0.4601 0.0008 0.0034 0.5277 2.33E+08 8.27E+-05 0.0630 0.0003 0.4604 0.0008 0.0034 0.5280 5.27E+07 1.87E+05 0.0142 0.0001 0.1041

• 0.0002 0.0008 0.1194 3.71E+07 1.32E+-05 0.0100 0.0001 0.0733 0.0001 0.0005 0.0840 l.67E+07 5.93E+04 0.0045 0.0000 0.0330 0.0001 0.0002

.0.0379 4.l IE+07 l.46E+-05 0.0111 0.0001 0.0812 0.0001 0.0006 0.0931 8.31E+07 2.95E+-05 0.0225 0.0001 0.1642 0.0003

• 0.0012 0.1884 5.29E+-07 I.87E+-05 0.0143 0.0001 0.1044 0.0002 0.0008 0.1197 3.84E+-07 1.36E+-05 0.0104 0.0001 0.0759 0.0001 0.0006 0.0871 2.32E+07 8.22E+-04 0.0063 0.0000 0.0458 0.0001 0.0003 0.0525 1.42E+07 5.04E+o4 0.0038 0.0000 0.0280 0.0001 0.0002 0.0322 4.17E+07 1.48E+05 O.oI 13 0.0001 0.0823 0.0002 0.0006 0.0944 3.86E+07 I.37E+-05 0.0104 0.0001 0.0763 0.0001 0.0006 0.0875 4.81E+07 1.70E+o5 0.0130 0.0001 0.0949 0.0002 0.0007 0.1089 4.87E+-07 l.73E+-05 0.0132 0.0001 0.0961 0.0002

• 0.0007 0.1103 4.06E+o7 1.44E+o5 0.0110 0.0001 0.0802 0.0001 0.0006 0.0920 4.04E+07 l.43E+-05 0.0109 0.0001 0.0798 0.0001 0.0006 0.0915 4.06E+-07 1.44E+-05 0.0110 0.0001.

0.0803 0.0001 0.0006 0.0921 3.33E+-07 1.18E+-05 0.0090 0.0000

. 0.0657 0.0001 0.0005 0.0753 2.73E+-07 9.69E+-04 0.0074 0.0000 0.0540 0.0001 0.0004 0.0619 8.09E+-06 2.87E+o4 0.0022 0.0000 0.0160 0.0000 0.0001 0.0183 1.12E+07 3.98E+-04 0.0030 0.0000 0.0222 0.0000.

0.0002 0.0254 5.64E+-07 3.38E+05 0.0152 0.0000 0.1880 0.0002 0.0014 0.2049 l.08E+-08 6.47E+05 0.0292 0.0001 0.3602 0.0004 0.0027 0.3925 l.44E+07 8.64E+o4 0.0039 0.0000 0.0481 0.0001 0.0004 0.0525 5.07E+07 3.04E+-05 0.0137 0.0000 0.1692 0.0002 0.0013 0.1844 2.18E+-08 I.3 IE+-06 0.0590 0.0002 0.7276 0.0008 0.0054 0.7930 2.21E+-08 1.32E+-06 0.0597 0.0002 0.7363 0.0008 0.0055 0.8024 1.96E+08 1.17E+-06 0.0529 0.0001 0.6533 0.0007 0.0049 0.7120 1.78E+08 1.07E+-06 0.0482 0.0001 0.5944 0.0006 0.0044 0.6478 l.94E+08 1.16E+-06 0.0526 0.0001 0.6486 0.0007 0.0048 0.7069 1.90E+08 1.14E+-06 0.0513 0.0001 0.6331 0.0007 0.0047 0.6900

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Section Sump Gamma Activity roci1m21 Sumo A to Section K2 Position 6 OA 2.Q4E+o9 Sumo A to Section K2 Position 7 OA l.95E+o9 Sumo A to Section K2 Position 8 OA 2.06E+o9 Sump A to Section K2 Position 9 OA 1.92E+o9 Sumo A to Section K2 Position I 0 OA l.79E+o9 Sumo A to Section K2 Position 11 OA l.94E+o9 Sumo A to Section K2 Position 12 OA 2.00E+o9 Sumo A to Section K2 Position 13 OA l.89E+o9 Sump A to Section K2 Position 14 OA l.68E+o9 Sumo A to Section K2 Position 15 OA l.79E+o9 Sump A to Section K2 Position 16 OA I.75E+o9 Sump A to Section K2 Position 17 OA l.70E+o9 Sump A to Section K2 Position 18 OA 7.42E+o8 Sumo A to Section K2 Position 19 OA 4.85E+o8 Sump A to Section K2 Position 20 OA 3.33E+o8 Section A2 to Al Position 0 OB 6.27E+o8 Section A2 to A I Position 1 OB 6.83E+o8 Section A2 to A 1 Position 2 OB 6.33E+o8 Section A2 to A 1 Position 3 OB 6.59E+o8 Section A2 to A 1 Position 4 OB 6.82E+o8 Section A2 to A 1 Position 5 OB 6.74E+o8 Section A2 to A I Position 6 OB 6.90E+o8 Section A2 to A 1 Position 7 OB 6.82E+o8 Section A2 to A I Position 8 OB 6.37E+o8 Section A2 to A I Position 9 OB 6.84E+o8 Section A2 to Al Position IO OB 6.65E+o8 Section A2 to Al Position 11 OB 7.45E+o8 Section A2 to Al Position 12 OB 7.64E+o8 Section A2 to Al Position 13 OB 7.75E+o8 Section A2 to Al Position 14 OB 7.31E+o8 Section A2 to A 1 Position 15 OB 7.40E+o8 Section A2 to A 1 P6sition 16 OB 7.42E+o8 Section A2 to A I Position 17 OB 7.0IE+o8 Section A2 to A 1 Position 18 OB 7.16E+o8 Section A2 to A 1 Position 19 OB 6.60E+o8 Section A2 to A 1 Position 20 OB 6.03E+o8 Section A2 to A 1 Position 21 OB 6.08E+o8 Section A2 to Al Position 22 OB 6.92E+o8 Section A2 to A I Position 23 OB 6.99E+o8 Section A2 to Al Position 24 OB 5.60E+o8 Section A2 to A 1 Position 25 OB 5.30E+o8 Section A2 to Al Position 26 OB 5.26E+o8 Section A2 to Al Position 27 OB 5.46E+o8 Mixtur~

WC we WC-WC we we we WC we we WC we WC WC WC UIFD UIFD UlFD

'UIFD UIFD UIFD UIFD.

UIFD

'UIFD UIFD UIFD UlFD UIFD UIFD UIFD UlFD UIFD UIFD UIFD

• UIFD UIFD

,UJFD UIFD UIFD UIFD UIFD UIFD UIFD Co-60 Cs-134 Cs-137

_Coric.

Cone.

Cone.,

<~Ci/m 21 I: foCi/~21 fnCi/m21 3.70E+o8 7.15E+o5 1.67E+o9 3.54E+o8 6.83E+o5 l.60E+09 3.73E+o8 7.21E+o5 l.68E+09 3.48E+o8 6.72E+o5 l.57E+o9 3.25E+o8 6.27E+o5 l.47E+o9 3.52E+o8 6.80E+o5 1.59E+09 3.62E+o8 6.99E+o5 I.63E+09 3.43E+o8 6.63E+o5 l.55E+o9 3.04E+08 5.87E+05 1.37E+09 3.25E+o8 6.28E+05 l.47E+o9 3.18E+o8 6.13E+o5

. I.43E+o9 3.09E+08 5.97E+05 l.40E+09 1.35E+08 2.60E+05 6.07E+08 8.79E+o7 J..70E+o5 3.97E+o8 6.03E+o7 I.16E+o5 2.72E+08 4.88E+08 0.00E+oO l.39E+08 5.31E+08 0.00E+oO l.52E+o8 4.92E+08 0.00E+oO l.4IE+o8 5.13E+08 0.00E+oO l.46E+08 5.30E+o8 0.00E+oO l.51E+08 5.24E+o8 O.OOE+oO l.50E+08 5.37E+08 O.OOE+oO l.53E+08 5.30E+08 O.OOE+oO l.52E+08 4.95E+o8 0.00E+oO 1.41E+08 5.32E+o8 O.OOE+oO l.52E+08 5.18E+o8 O.OOE+-00 l.48E+o8.

5.80E+o8 O.OOE+oO l.66E+o8 5.95E+o8 O.OOE+oO l.70E+08 6:02E+o8 O.OOE+oO l.72E+o8 5.68E+o8 0.00E+oO l.62E+o8 5.76E+o8 O.OOE+oO 1.64E+08 5.77E+08 O.OOE+oO l.65E+08 5.45E+o8 O.OOE+oO I.56E+08 5.57E+o8 0.00E+oO l.59E+08 5.14E+08 0.00E+oO l.47E+08 4.69E+o8 0.00E+oO l.34E+08 4.73E+o8 0.00E+oO 1.35E+08 5.39E+08 O.OOE+oO l.54E+08 5.44E+08 O.OOE+oO l.55E+o8 4.36E+o8 0.00E+oO l.24E+o8 4.12E+o8 0.00E+OO 1.18E+08 4.09E+o8 O.OOE+oO 1.17E+08 4.25E+o8 O.OOE+oO 1.21E+o8

[52]

~

ZIONSOLUI'IONSuc

~----

Ni-63 Sr-90'

' ~ Cone.

Cone.

Co-60

• . Cs-134 Cs-137*

Ni-63 Sr-90

• soF SOP SOF SOF.

SOF

• SOF

• foCi/m2) fnCi/m21 l.87E+o8 1.12E+o6 0.0505 0.0001 0.6234 0.0007 0.0046 0.6794 1.79E+o8 I.07E+o6 0.0483 0.0001 0.5959 0.0006 0.0044 0.6494 l.88E+o8 1.13E+06 0.0509 0.0001 0.6286 0.0007 0.0047 0.6850 l.76E+o8 1.05E+o6 0.0475 0.0001 0.5863 0.0006 0.0044 0.6389 l.64E+o8 9.82E+o5 0.0443 0.0001 0.5469 0.0006 0.0041 0.5960 1.78E+o8 l.06E+o6 0.0480 0.0001 0.5928 0.0006 0.0044 0.6461 l.83E+o8 l.09E+o6 0.0494 0.0001.

0.6097 0.0007 0.0045 0.6645 I.73E+o8 l.04E+o6 0.0468 0.0001 0.5782 0.0006 0.0043 0.6301 l.54E+o8 9.20E+o5 0.0415 0.0001 0.5125 0.0006 0.0038 0.5585

. l.64E+o8 9.84E+o5 0.0444 0.0001 0.5479.

0.0006 0.0041 0.5971 l.60E+o8 9.61E+o5 0.0433 0.0001 0.5350 0.0006 0.0040 0.5830 I.56E+08 9.35E+o5 0.0422 0.0001 0.5205 0.0006 0.0039 0.5672 6.79E+o7 4.07E+o5 0.0183 0.0001 0.2265 0.0002 0.0017 0.2468 4.44E+o7 2.66E+o5 0.0120 0.0000 0.1480 0.0002 0.0011

-0.1613 3.04E+o7 l.82E+o5 0.0082 0.0000 0.1016 0.0001 0.0008 0.1107

• 2.46E+08 9.33E+o4 0.0665

. 0.0000 0.0520 0.0009 0.0004 0.1198 2.68E+o8 l.02E+o5 0.0724 0.0000 0.0566 0.0010 0.0004 0.1304 2.48E+08 9.42E+o4 0.0672 0.0000 0.0525 0.0009 0.0004 0.1209 2.59E+D8 9.81E+o4 0.0699 0.0000 0.0546 0.0009 0.0004 0.1259 2.68E+o8 1.0IE+o5 0.0723 0.0000 0.0565 0.0010 0.0004.

0.1302 2.65E+o8 l.OOE+o5 0.0715 0.0000 0.0559 0.0010 0.0004 0.1287*

2.71E+08 1.03E+o5 0.0732 0.0000 0.0572 0.0010 0.0004 0.1318 2.68E+o8 l.02E+o5 0.0724 0.0000 0.0565 0.0010 0.0004 0.1303 2.50E+08 9.48E+o4 0.0676 0.0000 0.0528 0.0009 0.0004 0.1217 2.69E+08 1.02E+o5 0.0726 0.0000 0.0567 0.0010 0.0004 0.1307 2.61E+o8 9.91E+o4 0.0706 0.0000 0.0552 0.0009 0.0004 0.1271 2.92E+D8 1.llE+-05 0.0791 0.0000 0.0618 0.0011 0.0005 0.1423

.3.00E+08 1.14E+o5 0.0811 0.0000 0.0634 0.0011 0.0005 0.1460 3.04E+o8 1.15E+o5 0.0822 0.0000 0.0642 0.0011 0.0005 0.1479 2.87E+o8 l.09E+o5 0.0775 0.0000 0.0606 0.0010 0.0005 0.1396 2.91E+o8 l.IOE+05 0.0785 0.0000 0.0614 0.0010 0.0005 0.1414 2.91E+08 l.IOE+05 0.0787 0.0000 0.0615 0.0010 0.0005 0.1417 2.75E+o8 1.04E+o5 0.0744 0.0000 0.0581 0.0010 0.0004 0.1339 2.81E+o8 l.07E+o5 0.0760 0.0000 0.0593 0.0010 0.0004 0.1368 2.59E+o8 9.83E+o4 0.0701 0.0000 0.0547 0.0009 0.0004 0.1262 2.37E+08 8.97E+o4 0.0639 0.0000 0.0500 0.0009 0.0004 0.1151 2.39E+o8 9.06E+o4 0.0646 0.0000 0.0504 0.0009 0.0004 0.1162 2.72E+o8 1.03E+05 0.0735 0.0000 0.0574 0.0010 0.0004 0.1323 2.74E+o8 1.04E+o5 0.0741 0.0000 0.0579 0.0010 0.0004

• 0.1335 2.20E+o8 8.34E+o4 0.0594 0.0000 0.0464 0.0008 0.0003 0.1070 2.08E+08 7.89E+04 0.0562 0.0000 0.0439 0.0007 0.0003 0.1012 2.07E+o8 7.83E+o4 0.0558 0.0000 0.0436 0.0007 0.0003 0.1005 2.14E+o8 8.13E+o4 0.0580 0.0000 0.0453 0.0008 0.0003 0.1044

FRSRELEASERECORD

• AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05 I I 9A

't

(

.';i,', ; 'Gross.* *:

• '-Galnma'* :

!'ipe

?,"'. ;..

~*~p; Acti~ft)r;;J:

/*

• fa:

foCi/m2)'*;

Section A2 to A I Position 28 OB 6.02E+-08 Section A2 to Al Position 29 OB 6.49E+08 Section A2 to Al Position 30 OB 7.13E+08 Section A2 to Al Position 31 OB 6.89E+08 Section A2 to At Position 32 OB 6.SOE+-08 Section A2 to A 1 Position 33 OB 6.35E+08 Section A2 to A I Position 34 OB 6.38E+-08 Section A2 to A I Position 35 OB 6.16E+-08 Section A2 to A 1 Position 36 OB 5.68E+-08 Section A2 to Al Position 37 OB 5.92E+-08 Section A2 to A 1 Position 38 OB 5.43E+-08 Section A2 to A 1 Position 39 OB 5.94E+-08 Section A2 to A 1 Position 40 OB 6.26E+-08 Section A2 to A 1 Position 41 OB 6.51E+-08 Section A2 to Al Position 42 OB 6.26E+-08 Section A2 to A 1 Position 43 OB 5.60E+08 Section A2 to A 1 Position 44 OB 5.29E+08 Section A2 to A I Position 45 OB 3.76E+-08 Section A2 to Al Position 46

.OB 3.00E+08 Section A2 to Al Position 47 OB 3.04E+08 Section A2 to Al.Position 48 OB

. 2.97E+08 Section A2 to Al Position 49 OB 3.SIE+-08 Section A2 to" Al Position 50 OB 4.27E+-08 Section A2 to Al Position 51 OB 4.98E+08 Section A2 to Al Position 52 OB 5.06E+08 Section A2 to A I Position 53 OB 5.29E+-08 Section A2 to Al Position 54 OB 5.77E+08 Section A2 to Al Position 55 OB 5.43E+08 Section A2 to Al Position 56 OB 5.SIE+-08 Section A2 to Al Position 57 OB 5.18E+-08 Section A2 to Al Position 58 OB 3.46E+08 Section A2 to Al Position 59 OB 3.46E+08 Section A2 to Al Position 60 OB 5.06E+08 Section A2 to A 1 Position 61 OB 4.70E+08 Section A2 *to A 1 Position 62 OB 5.SIE+-08 Section A2 to A 1 Position 63 OB 5.57E+-08 Section A2 to Al Position 64 OB.

7.0lE+-08 Section A2 to A 1 Position 65 OB 6.52E+-08 Section A2 to A 1 Position 66 OB 6.09E+-08 Section A2 to Al Position 67 OB 5.93E+-08 Section A2 to Al Position 68 OB 5.50E+08 Section A2 to Al Position 69 OB 4.62E+-08 Section A2 to Al Position 70 OB 4.35E+-08

• .:;. T J'\\' :/ c0;6o 7":Cs~i~4/

cs:f37.

,: :*e<ineY*:. *.'Cone.*

MixllJ,r* ;.;.cone:.*:

• rn~iill'll *

  (;c;;rn'.'i*

1:* ; '} 'rvcilm'l UIFD 4.68E+08 O.OOE+OO 1.34E+08 UlFD 5.05E+-08 O.OOE+OO l.44E+-08 UIFD 5.54E+08 O.OOE+-00 l.58E+08 UlFD 5.36E+-08 0.00E+-00 l.53E+08 UIFD 5.06E+08 0.00E+-00 1.44E+08 UlFD 4.94E+-08 0.00E+OO l.41E+08 UlFD 4.96E+-08 0.00E+-00 l.42E+08 UIFD 4.79E+-08 0.00E+-00 1.37E+08 UlFD 4.42E+08 0.00E+-00 l.26E+08 UIFD 4.61E+-08 0.00E+-00 l.32E+08 UIFD. 4.22E+-08 0.00E+-00 l.21E+-08 UlFD 4.62E+08 0.00E+-00 l.32E+-08 UlFD 4.87E+08 O.OOE+-00 l.39E+08 UIFD 5.06E+-08 O.OOE+-00 l.45E+08 UIFD 4.87E+08 0.00E+OO l.39E+08 UIFD 4.36E+08 0.00E+-00 l.24E+08 UIFD 4.12E+-08 0.00E+-00 1.18E+08 UIFD 2.93E+-08 0.00E+-00 8.36E+07 UIFD 2.33E+-08 O.OOE+-00 6.66E+07 UIFD 2.36E+-08 O.OOE+-00 6.75E+07 UIFD 2.31E+-08 0.00E+-00 6.59E+07

• UIFD 2.73E+-08 0.00E+-00 7.79E+-07 UIFD 3.32E+-08 0.00E+-00 9.48E+07 UlFD 3.88E+-08 O.OOE+OO l.11E+08 UlFD 3.93E+-08 0.00E+OO 1.12E+08 UlFD 4.l IE+-08 0.00E+-00 l.18E+08 UlFD 4.49E+-08 O.OOE+-00 l.28E+-08 UlFD 4.23E+-08 O.OOE+OO l.21E+08 UIFD 4.28E+-08 O.OOE+OO 1.22E+08 UIFD 4.03E+-08 0.00E+-00 1.15E+08 UlFD 2.69E+-08 0.00E+-00 7.70E+07 UIFD 2.69E+-08 0.00E+OO 7.68E+07 UIFD 3.93E+-08 O.OOE+-00 l.12E+08 UIFD 3.66E+-08 0.00E+-00 l.04E+08 UIFD 4.28E+08 O.OOE+-00 l.22E+08 UIFD 4.33E+-08 O.OOE+-00 1.24E+08 UIFD 5.45E+-08 0.00E+-00 l.56E+08 UIFD 5.07E+-08 O.OOE+-00 l.45E+08 UIFD 4.74E+08 O.OOE+-00

.l.35E+08 UIFD 4.61E+-08 0.00E+-00 1.32E+08 UIFD 4.28E+-08 O.OOE+-00 1.22E+08 UIFD 3.59E+-08 O.OOE+-00 1.03E+-08 UIFD 3.39E+-08 O.OOE+-00

.9.67E+07

[53]

~

ZIONSOLUTIONSuc

M---

.. r". ;.. *. :;;;:13(

';. '**\\ ;

j~f

,c:fr-~~.

Ni-63'

• Sr.-90 '.

~c.:131

'/'Cone:/

CCnlc.'">:'

• co-60*

soF*

1i\\c;;;;;">

,~e:iln:z;*p 1:

SOL*. >>'.SOF

SOF' I. SOF t,'

x

/~, ¥ 1 ~ "

2.36E+08 8.96E+-04 0.0639 0.0000 0.0499 0.0009 0.0004 0.1150 2.55E+-08 9.66E+04 0.0688 0.0000 0.0538 0.0009 0.0004 0.1239 2.80E+-08 l.06E+-05 0.0756 0.0000 0.0591 0.0010 0.0004 0.1361 2.71E+08 l.03E+-05 0.0731 0.0000 0.0571 0.0010 0.0004 0.1317 2.55E+-08 9.68E+-04 0.0690 0.0000 0.0539 0.0009 0.0004 0.1242 2.49E+-08 9.45E+04 0.0674 0.0000 0.0526 0.0009 0.0004 0.1213 2.50E+-08 9.49E+04 0.0677 0.0000' 0.0529 0.0009 0.0004 0.1218 2.42E+08 9.16E+-04 0.0653 0.0000 0.0510 0.0009 0.0004 0.1176 2.23E+-08 8.46E+04 0.0603 0.0000 0.0471 0.0008 0.0004 0.1086 2.33E+-08 8.82E+-04 0.0629 0.0000 0.0491 0.0008 0.0004 0.1132 2.13E+08 8.08E+04 0.0576 0.0000 0.0450, 0.0008 0.0003 0.1037 2.33E+-08.

8.85E+-04 0.0631 0.0000 0.0493 0.0008 0.0004 0.1136 2.46E+-08 9.33E+-04 0.0665 0.0000 0.0519 0.0009 0.0004 0.1197 2.56E+-08 9.69E+04 0.0691 0.0000 0.0540 0.0009 0.0004 0.1244 2.46E+-08 9.32E+-04 0.0664 0.0000 0.0519 0.0009 0.0004 0.1196 2.20E+08 8.34E+-04 0.0594 0.0000 0.0464 0.0008 0.0003 0.1070 2.08E+-08 7.88E+-04 0.0561 0.0000 0.0439 0.0007 0.0003 0.1011 l.48E+-08 5.60E+-04 0.0399 0.0000 0.0312 0.0005 0.0002 0.0719 1.18E+-08 4.46E+-04 0.0318 0.0000 0.0249 0.0004 0.0002 0.0573 1.19E+-08 4.52E+-04 0.0322 0.0000 0.0252 0.0004

. 0.0002 0.0580 l.16E+-08 4.42E+-04 0.0315 0.0000 0.0246 0.0004 0.0002 0.0567 l.38E+-08 5.22E+-04 0.0372 0.0000 0.0291 0.0005 0.0002 0.0670 l.68E+-08 6.35E+-04 0.0453 0.0000 0.0354 0.0006

. 0.0003 0.0815 1.96E+-08 7.42E+-04 0.0529 0.0000 0.0413 0.0007 0.0003 0.0952 l.99E+-08 7.53E+-04 0.0537 0.0000 0.0419 0.0007 0.0003 0.0966 2.08E+-08 '7.87E+-04 0.0561 0.0000 0.0438 0.0007 0.0003 0.1011 2.27E+-08 8.59E+04 0.0612 0.0000 0.0478 0.0008

. 0.0004 0.1102 2.13E+-08 8.09E+-04 0.0576 0.0000 0.0450 0.0008 0.0003 0.1038 2.16E+-08 8.20E+-04 0.0584 0.0000 0.0457 0.0008 0.0003 0.1052 2.03E+-08 7.71E+04 0.0549 0.0000 0.0429 0.0007 0.0003 0.0989 l.36E+-08 5.16E+-04 0.03,68 0:0000

. 0.0287 0.0005 0.0002 0.0662 1.36E+-08 5.15E+04.

0.0367 0.0000 0.0287 0.0005 0.0002 0.0661 1.99E+08 7.53E+-04 0.0537 0.0000 0.0419 0.0007 0.0003

'0.0966 l.85E+08 7.00E+04 0.0499 0.0000 0.0390 0.0007 0.0003 0.0898 2.16E+-08 8.20E+04 0.0584 0.0000 0.0457 0.0008 0.0003 0.1052 2.19E+08 8.29E+-04 0.0591 0.0000 0.0462 0.0008 0.0003 0.1064 2.75E+-08 l.04E+-05 0.0744 0.0000 0.0581 0.0010 0.0004 0.1340 2.56E+-08 9.70E+-04 0.0692 0.0000 0.0540 0.0009 0.0004 0.1245 2.39E+-08 9.07E+-04 0.0646 0.0000 0.0505 0.0009 0.0004 0.1164 2.33E+-08' 8.83E+-04 0.0629 0.0000 0.0491 0.0008 0.0004 0.1133 2.16E+-08 8.18E+-04 0.0583 0.0000 0.0456 0.0008 0.0003 0.1050 1.81E+-08 6.88E+-04 0.0490 0.0000 0.0383 0.0007 0.0003 0.0883 I.71E+-08 6.48E+-04 0.0462 0.0000 0.0361 0.0006 0.0003 0.0831

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Gamma Pipe Sectio.n J

Sump*

Activity

<ocltni'l Section A2 to Al Position 71 OB 3.94E+o8 Section A2 to Al Position 72

. OB 3.98E+o8 Section A2 to Al Position 73 OB 3.73E+o8 Section A2 to Al Position 74 OB l.26E+o8 Section A2 to Al Position 75 OB 7.04E+o7 Section A2 to Al Position 76 OB 6.74E+o7 Section A2 to Al Position 77 OB 9.36E+o7 Section A2 to Al Position 78 OB 7.39E+o7 Section A2 to Al Position 79 OB 6.85E+08 Section A2 to Al Position 80 OB 6.60E+o8 Section A2 to Al Position 81 OB 6.50E+o8 Section A2 to A I Position 82

.OB 6.53E+08 Section A2 to Al Position 83 OB 6.39E+o8 Section A2 to At Position 84 OB 6.43E+o8 Section A2 to A I Position 85 OB 7.23E+o8 Section AZ to A 1 Position 86 OB 7.31E+o8 Section A2 to A I Position 87 OB 7.12E+o8 Section A2 to Al Position 88 OB 7.74E+o8 Section A2 to Al Position 89 OB 7.63E+o8 Section A2 to A I Position 90 OB 6.90E+o8 Section A2 to A 1 Position 91 OB 6.55E+o8 Section A2 to A I Position 92 OB 6.76E+o8 Section A2 to Al Position 93 OB 6.23E+o8 Section A2 to Al Position 94 OB 6.86E+o8 Section A2 to Al* Position 95 OB 6.86E+08 Section A2 to Al Position 96 OB 7.50E+o8 Section A2 to Al Position 97 OB 7.32E+o8 Section A2 to Al Position 98 OB 7.37E+08 Section A2 to AI' Position 99 OB 6.92E+o8 Section A2 to Al Position 100 OB 6.70E+o8 Section Al to Al Position 101 OB 6.57E+o8 Section A2 to Al Position 102 OB 6.41E+o8 Section A2 to Al Position 103 OB 6.56E+o8 Section A2 to A 1 Position 104 OB 7.02E+o8 Sec ti On A2 to A 1' Position 105 OB 7.62E+o8 Section A2 to A I Position 106 OB 8.72E+o8 Section A2 to A 1 Position l 07 OB 8.84E+o8 Section A2 to Al Position 108 OB 9.85H08 Section A2 to Al Position 109 OB 9.17E+o8 Section A2 to A 1 Position 110 OB 9.65E+o8 Section A2 to A 11 Position 111 OB l.06E+o9 Section A2 to AI Position 112 OB 9.65E+o8 Section A2 to A 1 Position 1 I 3 OB

• 9.76E+o8 Mixture UIFD UIFD UIFD UIFD UIFD UIFD UIFD UlFD UIFD UIFD UlFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD*

UIFD UlFD UlFD UIFD UlFD UIFD*

UIFD UIFD UIFD UIFD UlFD UIFD UIFD UlFD UIFD UIFD UlFD UIFD UIFD UIFD UIFD Co-60 Cs-134 Cs-137 Cone.

Cone.

Cone.

• 1oci/m2)

,*loCiim'l 1ocJ.;,2i 3.06E+o8 O.OOE+oO 8.75E+o7 3.09E+08 O.OOE+oO 8.83E+07 2.90E+o8 O.OOE+oO 830E+o7 9.79E+o7 0.00E+oO 2.80E+o7 5.48E+o7 0.00E+oO I.56E+07 5.24E+o7 O.OOE+oO l.50E+07 7.28E+o7 O.OOE+oO 2.08E+o7 5.75E+o7 O.OOE+OO 1.64E+o7 5.33E+o8 0.00E+OO l.52E+o8 5.14E+o8 0.00E+oO l.47E+o8 5.06E+o8 0.00E+oo*

l.44E+o8 5.08E+o8 O.OOE+OO l.45E+o8 4.97E+o8 O.OOE+OO 1.42E+08 5.00E+o8 0.00E+oO l.43E+o8 5.62E+08 O.OOE+oO l.61E+o8 5.69E+o8 0.00E+OO l.62E+o8 5.54E+o8 0.00E+oO l.58E+08 6.02E+o8 O.OOE+oO 1.72E+08 5.94E+08 0.00E+oO l.70E+08 5.37E+08 0.00E+oO l.53E+o8 5.09E+o8 0.00E+oO 1.45E+08 5.26E+08 0.00E+oO 1.50E+08 4.85E+08 0.00E+oO l.38E+o8 5.33E+o8 O.OOE+oO l.52E+o8 5.34E+o8 O.OOE+OO l.53E+08 5.83E+o8 O.OOE+OO I.67E+o8 5.69E+o8 0.00E+oO l.63E+o8 5.73E+o8 O.OOE+oO

• I.64E+o8 5.38E+o8 O.OOE+oO l.54E+o8 5.21E+o8 0.00E+oO l.49E+o8 5.1 IE+o8 0.00E+oO l.46E+08 4.98E+o8 O.OOE+oO l.42E+08 5.IOE+o8 O.OOE+OO 1.46E+o8 5.46E+08 0.00E+oO 1.56E+08 5.93E+o8 O.OOE+OO l.69E+08 6.78E+08 0.00E+oO l.94E+o8 6.88E+o8 O.OOE+oO l.96E+o8 7.66E+o8

.0.00E+oO

'2.19E+08 7.13E+08 O.OOE+oO 2.04E+08 7.51E+o8 O.OOE+oO 2.14E+08 8.21E+08 O.OOE+oO 2.34E+o8 7.51E+08 0.00E+oO 2.14E+o8 7.59E+o8 0.00E+oO

• 2.17E+08

[54]

~

ZIONSOLUTIONSu.c

-,,..,~°"""'9'r Ni-63 Sr-90 Co-60 Cs-134 Cs-i37*

Ni-63 Sr-90 Cone.

Cone.

SOF SOF SOF **

SOF SOF SOF

<oCi/m2)

<oCi/m2)

L55E+o8 5.86E+o4 0.0418 0.0000 0.0326 0.0006 0.0002 0.0752 l.56E+o8 5.92E+o4 0.0422 0.0000 0.0330 0.0006 0.0002 0.0759 1.47E+08 5.56E+o4 0.0396 0.0000 0.0309 0.0005 0.0002 0.0713 4.94E+o7 l.87E+o4 0.0134 0.0000 0.0104 0.0002 0,0001 0.0240 2.76E+o7 l.05E+o4 0.0075 0.0000 0.0058 0.0001 0.0000 0.0134 2.64E+07 l.OOE+o4 0.0071 0.0000 0.0056 0.0001 0.0000 0.0129 3.68E+o7 L39E+o4 0.0099 0.0000 0.0078 0.0001 0.0001 0.0179 2.90E+o7 LIOE+o4 0.0078 0.0000 0.0061 0.0001 0.0000 0.0141 2.69E+08 l.02E+o5 0.0727 0.0000.

0.0568 0.0010 0.0004 0,1309 2.59E+o8 9.83E+o4 0.0700 0.0000 0.0547 0.0009 0,0004 0.1261 2.55E+o8 9.68E+o4 0.0690 0.0000 0.0539 0.0009 0.0004 0.1242' 2.56E+o8 9.71E+o4 0.0692 0.0000 0.0541 0.0009 0.0004 0.1246 2.51E+o8 9.51E+o4 0.0678 0.0000 0.0529 0.0009 0.0004 0.1220 2.52E+o8 9.57E+o4 0.0682 0.0000 0.0533 0.0009 0.0004 0.1228 2.84E+o8 l.08E+o5 0.0767 0.0000 0.0599 0.0010 0.0004' 0.1381 2.87E+o8 1.09E+o5 0.0776 0.0000.

0.0606 0.0010 0.0005 0.1397 2:79E+o8 I.06E+o5 0.0755 0.0000 0.0590 0.0010 0.0004 0.1360 3.04E+o8 1.15E+o5 0.0821 0.0000 0.0642 0.0011 0.0005 0.1479 3.00E+08 1.14E+05 0.0810 0.0000 0.0633 0.0011 0.0005 0.1458 2.71E+o8 1.03E+o5 0.0732 0.0000 0.0572 0.0010 0.0004 0.1319 2.57E+08 9.74E+o4 0.0694 0.0000 0.0543 0.0009 0.0004 0.1250 2.65E+08 1.0IE+o5 0.0717 0.0000 0.0560 0.0010

' 0.0004 0.1291 2.45E+08 9.27E+o4 0.0661 0.0000 0.0516 0.0009 0.0004 0.1190 2.69E+o8 l.02E+o5 0.0727 0.0000*

0.0568 0.0010 0.0004 0.1310 2.69E+o8 l.02E+o5 0.0728 0.0000 0.0569 0.0010 0.0004 0.1311 2.94E+o8 1.12E+o5 0.0795 0.0000 0.0621 0.0011 0.0005 0.1432 2.87E+o8 I.09E+o5 0.0776 0.0000 0.0607 0.0010 0.0005 0.1398 2.89E+08 1.IOE+o5 0.0782 0.0000 0.0611 0.0010 0.0005 0.1407 2.72E+o8 1.03E+o5 0.0735 0.0000 0.0574 0.0010 0.0004 0.1322 2.63E+o8 9.97E+o4 0.0711 0.0000 0.0555 0.0009 0.0004 0.1280 2.58E+08 9.78E+o4 0.0697 0.0000 0.0544*

0.0009 0.0004 0.1255 2.52E+o8 9.54E+o4 0.0680 0.0000 0.0531' 0.0009 0.0004 0.1224 2.58E+o8 9.77E+o4 0.0696 0.0000 0.0544, 0.0009 0.0004 0.1253 2.76E+o8

• t.04E+o5 0.0745 0.0000 0.0582, 0.0010 0.0004 0.1341 2.99E+08 1.13E+o5 0.0809 0.0000 0.0632 0.0011 0.0005 0.1456 3.42E+o8 l'.30E+o5 0.0925 0.0000 0.0723 0.0012 0.0005 0.1666 3.47E+o8 1.32E+o5 0.0938 0.0000 0.0733 0.0013 0.0005 0.1689 3.87E+08 l.47E+o5 0.1045 0.0000 0.0817 0.0014 0.0006 0.1882 3.60E+o8 l.36E+o5 0.0973 0.0000 0.0760 0.0013 0.0006 0.1751 3.79E+o8 1.44E+o5 0.1024 0.0000 0.0800, 0.0014 0.0006 0.1844 4.14E+08 1.57E+o5 0.1120 0.0000 0.0875; 0.0015 0.0007 0.2016 3.79E+08 1.44E+o5 0.1024

. 0.0000 0.0800 0.0014 0.0006 0.1844 3.83E+o8.

l.45E+o5 0.1035 0.0000 0.0809 0.0014 0.0006 0.1864

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS OSI 19A Gross Pipe Section Sump Gamma Activity foCiim'l Section A2 to A I Position 114 OB l.03E+09 Section A2 to A I Position 115 OB l.04E+09 Section A2 to Al Position 116 OB 1.03E+o9 Section A2 to Al Position 117 OB 1.13E+o9 Section A2 to A I Position 118 OB 1.26E+09 Section A2 to A I Position 119 OB 1.28E+o9 Section A2 to A I Position 120 OB l.31E+09 Section A2 to A I Position 121 OB 1.34E+o9 Section A2 to A I Position 122 OB 1.34E+o9 Section A2 to A I.Position 123 OB

!.41E+09 Section A2 to A I Position 124 OB 1.43E+o9 Section A2 to A 1 Position 125 OB l.35E+09 Section A2 to A I Position 126 OB

!.31E+o9*

Section A2 to Al Position 127 OB 1.IOE+o9 Section Al to Sumo B Position 0 OB 2.66E+o8 Section A I to Sumo B Position 1 OB 4.38E+o8 Section A I to Sump B Position 2 OB 5.87E+o8 Section A I to Sumo 8 Position 3 OB 5.27E+o8 Section A 1 to Sumo 8 Position 4 OB 5.28E+o8 Section Al to Sumo 8 Position 5 OB 5.34E+08 Section A I to Sump 8 Position 6 OB 6.08E+o8 Section Al to Sump 8 Position 7 OB 5.56E+o8 Section A I to Sumo B Position 8 OB 5.47E+o8 Section Al to Sump B Position 9*

OB 4.53E+o8 Section A 1 to Sumo 8 Position l 0 OB 1.43E+08 Section 85 to 84 Position Zero OB 2.47E+o8 Section 85 to 84 Position 1 OB 3.0IE+o8 Section 85 to B4 Position 2 OB 2.45E+o8 Section 85 to 84 Position 3 OB 3.16E+o8 Section 85 io 84 Position 4 OB 2.65E+o8 Section 85 to 84 Position 5 OB 2.54E+o8 Section 85 to 84 Position 6 OB 2.15E+o8 Section 85 to 84 Position 7 OB 2.71E+o8 Section 85 to B4 Position 8

• OB*

2.65E+o8 Section 85 to 84 Position 9 OB l.31E+o8 Section 85 to 84 Position 10 OB 9.31E+o7 Section 85 to 84 Position 11 OB 7.0IE+o7 Section 85 to 84 Position 12 OB 1.08E+o8 Section 85 to 84 Position 13 OB 1.95E+o8 Section B5 to 84 Position 14 OB 2.09E+o8 Section 85 to 84 Position 15 OB l.53E+o8 Section B5 to 84 Position 16 OB 1.94E+o8 Section 85 to 84 Position 17 OB 2.24E+o8 Co-60 Cs-134 Cs-137 Mixture Cone.

Cone.

Cone.

loCiim'l

. foCiim2l roCi/m2l UIFD 8.0IE+08 0.00E+oO 2.29E+08 UIFD 8.12E+08 0.00E+oO 2.32E+08 UIFD 8.02E+o8 O.OOE+oO 2.29E+o8 UIFD 8.79E+o8 O.OOE+oO 2.51E+08 UIFD 9.82E+o8 0.00E+oO 2.81E+08 UIFD 9.99E+08 0.00E+oO 2.85E+08 UIFD l.02E+o9 0.00E+oO 2.91E+08 UIFD 1.04E+o9 O.OOE+oO 2.98E+o8 UIFD l.04E+o9 0.00E+oO 2.97E+08 UIFD l.10E+o9 0.00E+oO 3.14E+o8 UIFD l.llE+09 0.00E+oO 3.18E+o8 UIFD l.05E+o9 0.00E+oO 3.00E+o8 UIFD l.02E+o9 0.00E+oO 2.91E+08 UIFD 8.55E+08 0.00E+oO 2.44E+08 UIFD 2.07E+08 O.OOE+oO 5.91E+07 UIFD 3.41E+08 0.00E+oO 9.73E+07 UlFD 4.57E+08 O.OOE+oO l.31E+08 UIFD 4.IOE+08 0.00E+oO 1.17E+08 UIFD 4.l 1E+08 O.OOE+oO l.17E+o8 UIFD 4.15E+o8 0.00E+oO l.19E+08 UIFD 4.73E+08 0.00E+oO l.35E+08 UIFD. 4.33E+08 0.00E+oO 1.24E+08 UIFD 4.25E+o8 O.OOE+oO 1.21E+o8 UIFD 3.52E+o8 0.00E+oO 1.01E+08 UIFD 1.llE+08 O.OOE+oO 3.17E+07 UIFD 1.92E+o8 0.00E+oO 5.49E+07 UIFD 2.34E+08 O.OOE+oO 6.69E+o7 UIFD l.91E+o8 O.OOE+oO 5.45E+07 UIFD 2.46E+08 0.00E+oO 7.03E+07 UIFD 2.06E+08

• O.OOE+oO 5.90E+07 UIFD 1.98E+08 O.OOE+oO 5.64E+o7 UIFD l.67E+o8 O.OOE+oO 4.77E+o7 UIFD 2.l IE+08 O.OOE+oO 6.03E+07 UlFD 2.06E+08 O.OOE+oO 5.88E+o7 UIFD l.02E+08 0.00E+OO 2.91E+07 UIFD

• 7.24E+07 0.00E+oO 2.07E+07 UIFD 5.45E+07 O.OOE+oO l.56E+07 UlFD 8.41E+o7 0.00E+oO 2.40E+o7 UIFD l.52E+08 O.OOE+oO 4.34E+07 UIFD l.63E+o8 O.OOE+OO

'4.64E+07 UIFD l.19E+o8 O.OOE+oO 3.39E+07 UIFD l.51E+o8 O.OOE+oO 4.32E+o7 UIFD 1.75E+08 O.OOE+oO 4.99E+o7

[SS]

~

ZIONSOLUTIONSuc

~-----

Ni.63 Sr-90 Cone.

Cone.

Co-60 Cs-134 Cs-137 Ni-63 Sr-90 SOF SOF SOF SOF SOF SOF ioCiim'l (oCi/m2l 4.04E+o8

!.53E+o5 0.1092 0.0000 0.0853 0.0015 0.0006 0.1966 4.10E+o8 l.55E+o5 0.1107 0.0000 0.0865 0.0015 0.0006 0.1993 4.05E+o8 1.54E+o5 0.1094 0.0000 0.0855 0.0015 0.0006 0.1970 4.43E+o8 1.68E+o5 0.1198 0.0000 0.0936 0.0016 0.0007 0.2157 4.96E+o8 1.88E+o5 0.1340 0.0000 0.1047 0.0018 0.0008 0.2413 5.04E+08 1.91E+o5 0.1363 0.0000 0.1064 0.0018 0.0008 0.2453 5.15E+o8 1.95E+o5 0.1391 0.0000 0.1087 0.0019 0.0008 0.2504 5.26E+o8 2.00E+o5 0.1422 0.0000 0.1111 0.0019 0.0008 0.2561 5.26E+o8 l.99E+o5 0.1421 0.0000 0.1110 0.0019 0.0008 0.2558 5.54E+o8 2.IOE+o5 0.1497 0.0000 0.1170 0.0020 0.0009 0.2696 5.62E+o8 2.13E+o5 0.1520 0.0000.

0.1187 0.0020 0.0009 0.2736 5.30E+o8 2.0IE+o5 0.1433 0.0000 0.1119 0.0019 0.0008 0.2579 5.13E+o8 l.95E+o5 0.1387 0.0000 0.1084 0.0018 0.0008 0.2498 4.31E+o8 1.64E+o5 0.1166 0.0000 0.0911 0.0016 0.0007 0.2099 l.04E+o8 3.96E+o4 0.0282 0.0000 0.0220 0.0004 0.0002 0.0508

!.72E+o8 6.52E+o4 0.0465 0.0000 0.0363 0.0006 0.0003 0.0837 2.31E+o8 8.74E+o4 0.0623 0.0000 0.0487 0.0008 0.0004 0.1122 2.07E+o8 7.85E+o4 0.0560 0.0000 0.0437 0.0007 0.0003 0.1007 2.07E+o8 7.86E+o4 0.0560 0.0000

' 0.0438 0.0007 0.0003 0.1009 2.09E+o8 7.94E+o4 0.0566 0.0000 0.0442 0.0008

. 0.0003 0.1019 2.39E+o8 9.05E+o4 0.0645 0.0000 0.0504 0.0009 0.0004 0.1161 2.18E+o8 8.28E+o4 0.0590 0.0000 0.0461

• 0.0008 0.0003 0.1063 2.15E+o8 8.14E+o4 0.0580 0.0000 0.0453 0.0008 0.0003 0.1044 1.78E+o8 6.74E+o4 0.0480 0.0000

. 0.0375 0.0006 0.0003 0.0865 5.61E+07 2.13E+04 0.0152 0.0000 0.0118 0.0002 0.0001 0.0273 9.70E+o7 3.68E+o4 0.0262 0.0000 0.0205 0.0003 0.0002 0.0472 l.18E+08 4.48E+o4 0.0319 0.0000 0.0249 0.0004 0.0002 0.0575 9.64E+o7 3.65E+04 0.0260 0.0000 0.0203 0.0003 0.0002 0.0469 l.24E+o8 4.71E+o4 0.0336 0.0000

. 0.0262 0.0004 0.0002 0.0604 1.04E+o8 3.95E+04 0.0282 0.0000 0.0220 0.0004 0.0002 0.0507 9.97E+o7 3.78E+04 0.0270 0.0000 0.0211 0.0004 0.0002 0.0485 8.42E+o7 3.19E+o4 0.0228 0.0000

. 0.0178 0.0003 0.0001 0.0410 l.07E+o8 4.04E+o4 0.0288 0.0000 0.0225 0.0004 0.0002 0.0519 1.04E+o8 3.94E+o4 0.0281 0.0000 0.0219 0.0004 0.0002 0.0506 5.13E+o7 1.95E+o4 0.0139 0.0000

. 0.0108 0.0002 0.0001 0.0250 3.65E+o7 1.39E+o4 0.0099 0.0000 0.0077, 0.0001 0.0001 0.0178 2.75E+07 1.04E+o4 0.0074 0.0000 0.0058 0.0001 0.0000 0.0134 4.25E+o7 1.61E+o4 0.0115 0.0000 0.0090 0.0002 0.0001 0.0207 7.67E+07 2.91E+o4 0.0207 0.0000 0.0162 0.0003 0.0001 0.0373 8.20E+o7 3.l IE+04 0.0222 0.0000 0.0173 0.0003 0.0001 0.0399 5.99E+07 2.27E+04 0.0162 0.0000 0.0126 0.0002 0.0001 0.0292 7.63E+o7 2.89E+o4 0.0206 0.0000 0.0161 0.0003 0.0001 0.0371 8.81E+o7 3.34E+o4 0.0238 0.0000 0.0186 0.0003 0.0001 0.0429

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pi~Sectio~

Sump Gamma Activity foCilm2)

Section 85 to 84 Position 18 OB 9,J5E+07 Section BS to 84 Position 19 OB 2.47E+o7 Section BS to 84 Position 20 OB L48E+07 Section BS to 84 Position 21 OB 2,18E+o7 Section BS to 84 Position 22 OB l.33E+07 Section 84 to 83 Position 0 OB 8.68E+07 Section 84 to 83 Position "1 OB 9,80E+o7 Section 84 to 83 Position 2 OB 2,01E+o8 Section 84 to 83 Position 3 OB 3.24E+o8 Section 84 to 83 Position 4 OB 3.36E+o8 Section 84 to 83 Position 5 OB 3.02E+o8 Section 84 to 83 Position 6 OB 2,89E+o8 Section 84 to 83 Position 7 OB 2,50E+o8 Section 84 to 83 Position 8 OB 2.33E+o8 Section 84 to 83 PoSition 9 OB 2.88E+o8 SectiOn 84 to 83 Position 10 OB 3,32E+o8 Section 84 to 83 Position 1 t OB 2.34E+08 Section 84 to 83 Position 12 OB 3,12E+o8 Section 84 to 83 Position 13 OB 3,12E+o8 Section 84 to B3 Position 14 OB l.23E+o8 Section 84 to 83 Position 15 OB l.51E+o8 Section B4 to 83 Position 16 OB 2.36E+08 Section B4 to 83 Position 17 OB 2.77E+o8 Section B4 to B3 Position 18 OB l.65E+08 Section 84 to 83 Position 19 OB 7.90E+o7 Section 84 to 83 Position 20 OB l.46E+o8 Section 84 to 83 Position 21 OB 2.70E+o8 Section 84 to 83 Position 22 OB 2,86E+08 Section 84 to 83 Position 23 OB l.68E+o8 Section 84 to 83 Position 24 OB 4.14E+o7 Section 84 to 83 Position 25 OB l.80E+o7 Section 84 to 83 Position 26 OB 1.12E+o7 Section 83 to 82 Position Zero OB 6.76E+o8 Section 83 to 82 *Position 1 OB 7.89E+o8 Section 83 to 82'Position 2 OB 7.93E+08 Section 83 to 82 Position 3 OB 8.45E+o8 Section 83 to 82 Position 4 OB 9.07E+o8 Section 83 to 82 Position 5 OB 7.55E+08 Section 83 to 82 Position 6 OB 8.22E+o8 Section 83 to 82 Position 7 OB 9,00E+o8 Section 83 to 82 Position 8 OB 8.49E+o8 Section 83 to 82 Position 9 OB 7,60E+o8 Section 83 to 82 Position I 0 OB 7.IOE+o8

!:-'lixtur*

UIFD UIFD UlFD UIFD UlFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD-UIFD UlFD UlFD UlFD UlFD UlFD UIFD UIFD UlFD UlFD UIFD UIFD UlFD UlFD UIFD UIFD UIFD UIFD UlFD UlFD UIFD UIFD Co-60 Cs-134 Cs-137

Cone, Cone.

Cone.

<oCiim2l IDCi/m2l (oCVm2l 7,J2E+07 O.OOE+oO 2,03E+07 1.92E+07 O,OOE+oO 5.48E+06 l.15E+07 O.OOE+oO

• 3.29E+06 l.69E+o7 O.OOE+oO 4.84E+06 l.03E+o7 O,OOE+oO 2,94E+06 6.75E+o7 O.OOE+oO l.93E+07 7.63E+o7 O.OOE+oO 2,J8E+o7 L56E+o8

• O,OOE+oO 4.45E+o7 2.52E+o8 O,OOE+OO 7.19E+07 2.61E+o8 O.OOE+oO 7.47E+o7 2.35E+o8 O.OOE+oO 6,70E+o7 2,25E+08 O.OOE+oO 6.42E+07 l.94E+o8 0.00E+oO 5,55E+07 l.82E+o8 O.OOE+oO 5.18E+o7 2.24E+08

'O.OOE+oO 6.40E+07 2,58E+08 0.00E+oO 7,37E+07 1.82E+o8 0.00E+oO 5,20E+07 2.43E+o8 O.OOE+oO 6.94E+07

'2.43E+08 O,OOE+oO 6.94E+07 9.54E+o7 O.OOE+oO 2.72E+07 l.18E+o8 O.OOE+oO 3.36E+07 I.83E+08 O,OOE+oO 5,24E+o7 2.15E+08 O,OOE+oO 6.14E+07 L28E+o8 O,OOE+oO 3.67E+07 6.14E+o7 O.OOE+oO l.75E+07 l.13E+08 O.OOE+DO 3.23E+07 2.IOE+o8 0.00E+oO 6.00E+07 2.23E+o8 O,OOE+oO 6.36E+07 1.31E+08 O,OOE+oO 3.74E+07 3.22E+o7 O.OOE+oO 9.19E+o6 l.40E+o7 O.OOE+oO 4.00E+06 8.75E+o6 O,OOE+oO 2.50E+o6 5.25E+o8 0.00E+oO l.50E+o8 6.14E+o8 O.OOE+OO l.75E+08 6.17E+o8 O.OOE+oO l.76E+08 6,58E+o8 0.00E+oO l.88E+08 7,06E+o8

'O.OOE+oO 2,02E+o8 5.87E+08 O.OOE+oO 1.68E+08 6.40E+08 O.OOE+oO l,83E+o8 7.00E+o8 O.OOE+oO 2.00E+08 6.60E+08 O,OOE+-00 l.89E+08 5.91E+08 O.OOE+oO 1.69E+08 5.52E+o8 O.OOE+oO l.58E+08

[56]

~

ZlONSOLUTIONSuc

M---

Ni-63, Sr,90 Cone:*

Cone, Co-60 Cs-134 Cs-137 Ni-63, Sr-90

SOF

• soF SOF SOF SOF SOF foCi/m2) loCi/m2l 3,59E+o7 L36E+o4 0.0097 0.0000 0,0076 0,0001 0,0001 0,0175 9,68E+o6 3,67E+o3 0.0026 0.0000 0,0020 0,0000 0.0000 0.0047 5.80E+06 2,20E+o3 0,0016 0,0000 0.0012 0,0000 0,0000 0,0028 8,55E+o6 3,24E+o3 0.0023 0.0000 0,0018 0,0000 0.0000 0.0042 5.20E+06 l.97E+o3 0.0014 0,0000 0,0011 0.0000 0.0000 0.0025 3.41E+o7 l.29E+o4 0.0092 0,0000 0.0072 0.0001 0,0001 0,0166 3.85E+o7 l.46E+o4 0,0104 0,0000 0.0081 0.0001 0,0001 0,0187 7.87E+07 2.98E+o4 0.0213 0.0000 0.0166 0.0003 0.0001 0.0383 1.27E+08 4.82E+o4 0.0343 0.0000 0.0268 0.0005 0.0002 0.0618 L32E+o8 5.00E+o4 0,0357 0.0000 0.0279 0.0005 0.0002 0,0642 I.18E+o8 4.49E+o4 0.0320 0.0000 0.0250 0.0004 0.0002 0.0576 1.13E+o8 4.30E+o4 0,0307 0,0000 0,0240 0.0004 0,0002 0.0552 9.81E+o7 3.72E+o4 0.0265 0.0000 0.0207 0.0004 0.0002 0,0477 9.16E+o7 3.47E+o4 0,0248 0.0000 0.0193 0.0003 0.0001 0.0446 1.13E+o8 4,29E+o4 0.0306 0.0000 0.0239 0.0004 0.0002 0,0550 l.30E+08 4.94E+04 0,0352 0.0000 0.0275 0.0005 0.0002 0,0634 9.19E+o7 3.49E+o4 0,0248 0,0000 0,0194 0.0003 0.0001 0,0447 1.23E+08 4,65E+o4 0,0332 0,0000 0,0259 0,0004 0.0002 0,0597 1.23E+o8 4,65E+o4 0,0331 0.0000 0,0259 0,0004 0.0002 0.0597 4,81E+o7 l.82E+o4 0.0130 0.0000 0,0102 0,0002 0.0001 0.0234 5.94E+o7 2,25E+o4 0.0160 0,0000, 0,0125 0,0002 0.0001 0.0289 9,25E+o7 3,51E+o4 0.0250 0,0000 0,0195 0.0003 0.0001 0.0450 l.09E+o8 4,12E+o4 0.0293 0.0000 0.0229 0.0004 0.0002 0.0528 6.48E+o7 2.46E+o4 0,0175 0,0000, 0.0137 0,0002 0.0001 0.0315 3,lOE+07 1.18E+o4 0.0084 0,0000 0,0065 0.0001 0,0000 0.0151 5,7IE+07 2,17E+o4 0.0154 0,0000 0,0121 0.0002 0.0001 0.0278 l,06E+o8 4,02E+o4 0.0287' 0.0000 0,0224 0.0004 0.0002 0,0516

, l.12E+08 4.26E+o4 0.0304 0.0000 0,0237 0.0004 0,0002 0.0547 6.60E+o7 2,50E+o4 0.0178 0.0000 0.0139 0.0002 0.0001 0,0321 1.62E+o7 6.I6E+o3 0.0044 0.0000 0.0034 0.0001 0.0000 0.0079 7.07E+o6 2,68E+o3 0.0019 0.0000 0.0015 0.0000 0.0000 0,0034

, 4.41E+06 I.67E+o3 0.0012 0.0000 0.0009 0.0000 0.0000 0.0021 2.65E+o8 1.0IE+o5 0.0717 0.0000 0.0560 0.0010 0,0004 0.1291 3.IOE+o8 l.17E+o5 0.0837 0.0000 0.0654 0,0011 0.0005 0.1507 3.1 IE+08 l.18E+o5 0.0842 0.0000 0,0658 0.0011 0.0005 0,1515 3.32E+o8 1.26E+o5 0.0897, 0.0000 0.0701 0,0012 0.0005 0.1615 3.56E+o8 1.35E+o5 0.0963 0.0000 0,0752 0.0013 0,0006 0.1733 2.96E+o8 1.12E+05 0,0801 0.0000 0.0625 0.0011 0,0005 0.1441 3.23E+o8 1.22E+o5 0.0873 0.0000 0,0682 0.0012 0,0005 0.1571

'3.53E+o8 L34E+o5 0.0955 0,0000 0.0746 0.0013 0,0006 0.1720 3.33E+08 1.26E+o5 0.0901 0,0000 0,0704 0.0012 0,0005 0.1622 2.98E+o8 1.13E+o5 0.0806, ',

0,0000 0.0630 0.0011 0.0005 0.1452 2.79E+o8 l:06E+o5 0.0753 0,0000 0.0588 0.0010 0.0004 0.1356

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

. /

Pipe*section *

. 'C':*** > :. '"-, *.*.

Section B3 to B2 Position 11 OB 7.lOE+-08 UIFD 5.52E+-08 0.00E+-00 1.58E+08 2.79E+-08 1.06E+-05 Section 83 to 82 Position 12 OB 7.lOE+-08 UlFD 5.52E+-08 O.OOE+-00 l.58E+08 2.79E+-08 l.06E+-05 Section 83 to 82 Position 13

• OB 6.15E+-08 UlFD 4.79E+-08 O.OOE+-00 1.37E+08 2.42E+08 9.16E+-04 Section B3 to B2 Position 14 OB 5.19E+08 UlFD 4.04E+-08 O.OOE+-00 1.15E+08 2.04E+-08 7.73E+-04 Section 83 to 82 Position 15 OB

'8.13E+-08 UlFD 6.33E+08 O.OOE+OO I.81E+08 3.19E+-08 l.21E+-05 Section 83 to 82 Position 16 OB 5.74E+-08 UlFD 4.47E+-08 0.00E+-00 l.28E+08 2.26E+-08 8.55E+-04 Section 83 to 82 Position 17 OB 4.50E+08 UlFD 3.50E+-08 O.OOE+-00 I.OOE+08 l.77E+-08 6.71E+-04 Section 83 to 82 Position 18 OB 5.46E+08 UlFD 4.25E+-08 0.00E+OO l.21E+08 2.14E+-08 8.13E+-04 Section 83 to 82 Position 19 OB 5.63E+-08 Ul FD 4.38E+-08 0.00E+-00 l.25E+08 2.21E+-08 8.38E+-04 Section 83 to 82 Position 20 OB 9.31E+-07 UIFD 7.24E+-07 0.00E+OO 2.07E+07 3.66E+-07 I.39E+04 Section 83 to 82 Position 21 OB 4.26E+-07

• Ul FD 3.32E+-07 O.OOE+-00 9.47E+06 l.67E+-07 6.35E+-03 Section B3 to B2 Position 22 OB 5.76E+-07 UIFD 4.48E+-07 O.OOE+OO l.28E+07 2.26E+-07 8.58E+03 Section B3 to B2 Position 23 OB 2.69E+-08 UIFD 2.09E+-08 O.OOE+-00 5.97E+-07 l.05E+08 4.00E+-04 Section 82 to Sumo Position Zero OB*

• 6.65E+-08

• UIFD 5.'17E+-08 O.OOE+-00 l.48E+08 2.61E+-08 9.89E+-04 Section 82 to Sump Position 1 OB

-4.63E+-08 UlFD 3.60E+08 0.00E+-00 1.03E+08 1.82E+08 6.90E+-04 Section 82 to Sumo Position 2 OB 6.53E+-08 Ul FD 5.08E+-08 O.OOE+-00 l.45E+08 2.56E+08 9.72E+-04 Section 82 to Sump Position 3 OB

• 6.50E+08 UlFD 5.05E+-08 O.OOE+-00 l.44E+08 2;55E+-08 9.67E+-04 Section 82 to Sumo Position 4 OB 6.90E+-08 UIFD 5.37E+-08 0.00E+-00 l.53E+08 2.71E+-08 I.03E+-05 Section 82 to Sumo Position 5 OB 6.14E+-08 UlFD 4.78E+-08 0.00E+-00 I.36E+08 2.41E+08, 9.14E+-04 Section 82 to Sumo Position 6 OB 6.54E+08 UIFD 5.08E+-08 O.OOE+-00 l.45E+08 2.57E+-08 9.73E+-04 Section 82 to Sumo Position 7 OB 7.38E+-08 UlFD 5.74E+-08 O.OOE+-00 I.64E+08 2.90E+-08, I.IOE+-05 Section 82 to Sump Position 8 OB

,6.80E+08 UIFD 5.29E+-08 O.OOE+-00 l.51E+08 2.67E+-08 l.OlE+-05 Section 82 to Sumo Position 9 OB 5.87E+08 UlFD 4.57E+-08 O.OOE+OO I.30E+08 2.3 IE+-08 8.74E+-04 Section 82 to Sump Position I 0 OB 5.lOE+-08 UIFD 3.97E+-08 O.OOE+-00 I.13E+08 2.00E+-08, 7.59E+-04 Section 82 to Sumo Position 11 OB 5.20E+-08 UlFD 4.05E+-08 O.OOE+-00 l.16E+08 2.04E+-08 7.74E+-04 Section 82 to Sumo Position 12 OB

. 6.00E+-08 Ul FD 4.67E+08 0.00E+OO I.33E+08 2.36E+-08 8.94E+-04 Section 82 to Sumo Position 13 OB 6.07E+08 UlFD 4.72E+-08 0.00E+-00 l.35E+08 2.38E+-08

• 9.04E+-04 Section 82 to Sumo Position 14 OB 5.94E+-08 UlFD 4.62E+08 0.00E+-00 l.32E+-08 2.33E+08 8.84E+-04 Section 82 to Sumo Position 15 OB 7.06E+-08 UlFD 5.49E+08 O.OOE+-00 l.57E+08 2.77E+-08

!.05E+-05 Section 82 to Sump Position 16 OB 7.l lE+-08 UIFD 5.53E+-08 0.00E+-00 l.58E+08 2.79E+08 l.06E+-05 Section 82 to Sumo Position 17 OB 6.77E+-08 UlFD 5.27E+08 O.OOE+-00 l.50E+08 2.66E+-08

!.OlE+-05 Section 82 to Sump Position 18 OB 6.77E+-08 UlFD 5.26E+08 O.OOE+-00 l.50E+-08 2.66E+-08 l.OlE+-05 Section 82 to Sumo Positio'n 19 OB

, 7.23E+-08 Ul FD 5.62E+-08 O.OOE+-00 l.61E+08 2.84E+-08 l.08E+-05 Section 82 to Sump Position 20 OB 7.75E+-08 UlFD 6.03E+-08 O.OOE+-00 1.72E+08 3.04E+-08 I.15E+-05 Section 82 to Sumo Position 21 OB

'6.51E+-08 UlFD 5.06E+-08 O.OOE+-00 l.45E+08 2.56E+-08 9.69E+-04 Section 82 to Sump Position 22 OB

• 6.25E+-08 Ul FD, 4.86E+-08 0.00E+-00 1.39E+08** 2.45E+-08 9.31E+04 Section 82 to Sumo Position 23 OB 4.59E+-08 UIFD 3.57E+-08 0.00E+OO l.02E+-08 l.80E+-08 6.83E+-04

• Section 82 to Sumo Position 24 OB 4.67E+08 UlFD 3.63E+-08 0.00E+OO l.04E+08 1.83E+-08 6.95E+04 Section 82 to Sump Position 25 OB 4.19E+-08 UIFD 3.26E+08 O.OOE+-00 9.3 IE+07 l.64E+-08 6.23E+04 Section 82 to Sump Position 26 OB 5.46E+-08 UlFD 4.24E+-08 O.OOE+OO l.21E+08 2.14E+08 8.12E+-04 Section 82 to Sumo Position 27 OB

'6.58E+-08 UIFD 5.12E+08 O.OOE+-00 l.46E+-08 2.58E+-08 9.79E+-04' Section 82 to Sump Position 28 OB 6.54E+-08 UIFD 5.09E+08 0.00E+-00 l.45E+08 2.57E+-08 9.74E+-04 Section 82 to Sumo Position 29 OB 6.36E+-08 UIFD 4.95E+08 O.OOE+-00 1.41 E+08 2.50E+-08 9.47E+-04

[57]

0.0753 0.0000 0.0588 0.0010 0.0004 0.1356 0.0753 0.0000 0.0588 0.0010 0.0004 0.1356 0.0653 0.0000 0.0510 0.0009 0.0004 0.1176 0.0551

• 0.0000 0.0430 0.0007 0.0003 0.0991 0.0863 0.0000 0.0674 0.0012 0.0005 0.1553 0.0610 0.0000 0.0476 0.0008 0.0004 0.1097 0.0478 0.0000 0.0373 0.0006 0.0003 0.0861 0.0580 0.0000 0.0453 0.0008 0.0003 0.1044 0.0597 0.0000 0.0467 0.0008 0.0003 0.1076 0.0099 0.0000 0.0077 0.0001 0.0001 0.0178 0.0045 0.0000 0.0035 0.0001 0.0000 0.0081 0.0061 0.0000 0.0048 0.0001 0.0000 0.0110 0.0285 0.0000 0.0223 0.0004 0.0002 0.0513

• 0.0705 0.0000 0.0551 0.0009 0.0004 0.1270 0.0492 0.0000 0.0384 0.0007 0.0003 0.0885 0.0693 0.0000 0.0541 0.0009 0.0004 0.1247 0.0689 0.0000 0.0539 0.0009 0.0004 0.1241 0.0732*

0.0000 0.0572 0.0010 0.0004 0.1318 0.0652 0.0000 0.0509 0.0009 0.0004 0.1173 0.0693 0.0000 0.0542

. 0.0009 0.0004 0.1248 0.0783 0.0000 0.0611 0.0010 0.0005 0.1409 0.0721 0.0000 0.0564 0.0010 0.0004 0.1299 0.0623 0.0000 0.0487 0.0008 0.0004 0.1122 0.0541 0.0000 0.0423 0.0007 0.0003

. 0.0974 0.0552 0.0000 0.0431 0.0007 0.0003 0.0994 0.0637 0.0000 0.0498 0.0008. 0.0004 0.1147 0.0644 0.0000 0.0503 0.0009 0.0004 0.1160 0.0630 0.0000 0.0492 0.0008 0.0004 0.1134 0.0749 0.0000 0.0585 0.0010 0.0004 0.1349 0.0754 0.0000 0.0589 0.0010 0.0004 0.1358 0.0718 0.0000 0.0561 0.0010 0.0004 0.1294 0.0718' 0.0000 0.0561 0.0010 0.0004 0.1292 0.0767 0.0000 0.0599 0.0010 0.0004 0.1381 0.0822 0.0000 0.0642 0.0011 0.0005 0.1480 0.0691 0.0000 0.0540 0.0009 0.0004 0.1244 0.0663 0.0000 0.0518 0.0009 0.0004 0.1194 0.0487 0.0000 0.0381 0.0006 0.0003 0.0877 0.0496 0.0000 0.0387 0.0007 0.0003 0.0892 0.0444 0.0000 0.0347 0.0006 0.0003 0.0800 0.0579 0.0000 0.0452 0.0008 0.0003 0.1042 0.0698 0.0000 0.0545 0.0009 0.0004 0.1257 0.0694 0.0000 0.0542 0.0009.

0.0004 0.1250 0.0675 0.0000 0.0527 0.0009 0.0004 0.1216

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Section Sump Gamma Activity foCiim2)

Section B2 to Sump Position 30 OB 6.64E+08 Section 82 to Sumo Position 31 OB 6.47E+o8 Section 82 to Sumn Position 32 OB 7.81E+o8 Section 82 to Sumo Position 33 OB 6.68E+o8 Section B2 to Sumo Position 34 OB 5.70E+o8 Section 82 to Sumo Position 35 OB 6.71E+08 Section B2 to Sumo Position 36 OB 6.68E+o8 Section 82 to Sump Position 37 OB 6.43E+o8 Section 82 to Sumo Position 38 OB 6.84E+o8 Section 82 to Sumo Position 39 OB 6.96E+o8 Section 82 to Sumo Position 40 OB 6.81E+o8 Section 82 to Sump Position 41 OB 6.92E+o8 Section B2 to Sump Position 42.

OB 6.67E+08 Section 82 to Sumo Position 43 OB 5.93E+08 Section 82 to Sumo Position 44 OB 6.24E+o8 Section 82 to Sump Position 45 OB 6.53E+o8 Section 82 to Sumo Position 46 OB*

7.08E+o8 Section*B2 to Sump Position 47 OB 7.70E+o8 Section 82 to Sumo Position 48 OB 8.19E+08 Section 82 to Sump Position 49 OB 8.28E+o8 Section 82 to Swno Position 50 OB 7.93E+08 Section 82 to Sump Position 51 OB 7.94E+o8 Section 82 to Sumo Position 52 OB 7.90E+o8 Section 82 to Sump Position 53 OB 7.74E+o8 Section B2 to Sumo Position 54 OB 7.15E+o8 Section 82 to Sumo Position 55 OB 7.48E+o8 Section 82 to Sumo Position 56 OB 8.36E+o8 Section 82 to Sumo Position 57 OB 8".21E+o8 Section 82 to Sump Position 58 OB 7.88E+o8 Section 82 to Sumo Position 59 OB.

8.41E+o8 Section 82 to Sumo Position 60 OB 5.73E+o8 Section 82 to Sumo Position 61 OB l.52E+o8 Section 82 to Sumo Position 62 OB 8.42E+o7 Section 82 to Sumo Position 63 OB 7.22E+o7 Section 82 to Sump Position 64 OB 1.14E+o8 Section CS to C7 Position 0 OB l.65E+o8 Section CS to C7 Position 1 OB 1.61E+o8 Section CS to C7 Position 2 OB I.41E+o8 Section CS to C7 Position 3 OB 2.03E+o8 Section CS to C7 Position 4 OB l.66E+o8 Section CS to C7 Position 5 OB 2.30E+o8 Section CS to C7 Position 6 OB l.82E+08 Section CS to C7 Position 7 OB l.95E+o8 Co-60 Mixture

• Cone.

luCi/m2)

UlFD 5.16E+o8 UlFD 5.03E+o8 UIFD 6.08E+o8 UIFD 5.19E+o8 UIFD 4.43E+o8 UIFD 5.22E+o8 UlFD 5.20E+o8 UlFD 5.00E+o8 UlFD 5.32E+o8 UIFD 5.42E+o8 UIFD 5.29E+o8 UIFD 5.38E+o8 UIFD 5.19E+o8 UIFD 4.61E+o8 UIFD. 4.86E+o8 UIFD 5.08E+o8 UIFD 5.51E+o8 UIFD 5.99E+08 UIFD 6.37E+08 UIFD 6.44E+o8 UIFD 6.17E+08 UIFD 6.18E+08 UIFD 6.15E+o8 UIFD 6.02E+o8 UIFD 5.57E+08 UIFD 5.82E+o8 UIFD 6.50E+08 UIFD 6.38E+08 UIFD 6.13E+08 UIFD 6.55E+o8 UIFD 4.45E+o8 UIFD l.18E+o8 UIFD 6.55E+o7 UIFD 5.62E+o7 UIFD 8.88E+o7 UIFD 1.29E+08 UIFD l.25E+o8 UIFD l.IOE+o8 UIFD l.58E+o8 UIFD 1.29E+o8*

UIFD l.79E+o8 UIFD l.41E+o8.

UIFD l.51E+o8 Cs-134 Cs-137 Ni-63 COnc.

Cone..

Cone.

foCi/m2l (u~iim'l laCi!m'l O.OOE+oO 1.47E+08 2.60E+o8 0.00E+OO 1.44E+o8 2.54E+o8 O.OOE+OO 1.74E+08 3.07E+08 0.00E+OO 1.48E+08 2.62E+o8 0.00E+oO 1.27E+08 2.24E+o8 O.OOE+oO 1.49E+08 2.64E+o8 O.OOE+oO 1.48E+o8 2.62E+o8 O.OOE+OO l.43E+o8 2.52E+08 0.00E+oO l.52E+08 2.69E+o8 0.00E+OO l.55E+08 2.73E+o8 0.00E+oO I.51E+08 2.67E+o8 O.OOE+oO 1.54E+o8 2.72E+o8 0.00E+OO 1.48E+08 2.62E+o8 O.OOE+oO l.32E+o8 2.33E+o8 0.00E+oO 1.39E+08 2.45E+o8 0.00E+oO 1.45E+08 2.56E+08 O.OOE+oO l.57E+08 2.78E+o8 O.OOE+oO l.71E+08 3.02E+o8 0.00E+oO l.82E+o8 3.22E+o8 0.00E+oO l.84E+08 3.25E+o8 O.OOE+oO l.76E+08 3.l IE+o8 O.OOE+oO 1.77E+o8 3.12E+o8 0.00E+-00 l.76E+08 3.IOE+o8

• O.OOE+oO 1.72E+o8 3.04E+o8 0.00E+oO

• 1.59E+08 2.81E+08 0.00E+oO l.66E+08 2.94E+o8 O.OOE+oO 1.86E+08 3.28E+08 O.OOE+oO 1.82E+08 3.22E+08 O.OOE+oO 1.75E+08 3.09E+o8

• O.OOE+OO.

l.87E+08 3:30E+o8 O.OOE+oO l.27E+08 2.25E+o8 O.OOE+oO 3.37E+07 5.96E+o7 O.OOE+oO 1.87E+07 3.31E+o7 0.00E+oO l.60E+07 2.83E+o7 O.OOE+oO 2.54E+o7 4.48E+o7.

O.OOE+oO 3.68E+o7 6.49E+o7 O.OOE+oO 3.57E+07 6.31E+07 O.OOE+oO 3.14E+o7 5.55E+o7 0.00E+OO 4.50E+07 7.96E+07 0.00E+oO 3.69E+07 6.52E+o7 0.00E+oO 5.l IE+o7 9.02E+o7 0.00E+OO 4.04E+07 7.13E+o7 O.OOE+oO 4.32E+o7 7.64E+o7

[58]

~

ZIONSOLUTIONSuc

~---

Sr-90 COnc.

C0-60 Cs-134 Cs-137 Ni-63 Sr*90 SOF **

SOP SOF

• SOP

'sbF SOP laCi/m2l 9.88E+o4 0.0704 0.0000 0.0550 0.0009 0.0004 0.1267 9.63E+o4 0.0686 0.0000 0.0536 0.0009 0.0004 0.1235 l.16E+05 0.0829 0.0000 0.0647 0.0011 0.0005 0.1492 9.94E+o4 0.0708 0.0000 0.0553 0.0009 0.0004 0.1275 8.48E+o4 0.0605 0.0000 0.0472 0.0008 0.0004 0.1089 9.99E+o4 0.0712 0.0000 0.0556 0.0009 0.0004.

0.1282 9.95E+o4 0.0709 0.0000 0.0554 0.0009 0.0004 0.1276 9.57E+04 0.0682 0.0000 0.0533 0.0009 0.0004 0.1228 I.02E+o5 0.0726 0.0000 0.0567 0.0010 0.0004 0.1307 l.04E+o5 0.0739 0.0000 0.0577 0.0010 0.0004 0.1330 I.OIE+o5 0.0722 0.0000 0.0564 0.0010 0.0004 0.1300 l.03E+o5 0.0734 0.0000 0.0573 0.0010 0.0004 0.1322 9.92E+o4 0.0707 0.0000 0.0553 0.0009 0.0004 0.1274 8.83E+o4 0.0629 0.0000 0.0492 0.0008 0.0004.

0.1133 9.29E+o4 0.0662 0.0000 0.0517 0.0009 0.0004 0.1192 9.71E+o4 0.0692 0.0000 0.0541 0.0009 0.0004 0.1246 1.05E+o5 0.0751 0.0000 0.0587 0.0010 0.0004 0.1352 1.15E+o5 0.0817 0.0000

. 0.0638 0.0011 0.0005 0.1471 l.22E+o5 0.0869 0.0000 0.0679 0.0012 0.0005 0.1565 l.23E+o5 0.0878 0.0000 0.0686 0.0012 0.0005 0.1581 1.18E+o5 0.0841 0.0000 0.0657 0.0011.

0.0005 0.1514 1.18E+o5 0.0843 0.0000 0.0659 0.0011 0.0005.

0.1518 1.18E+o5 0.0838 0.0000 0.0655 0.0011 0.0005 0.1509 l.15E+o5 0.0821 0.0000 0.0642 0.0011 0.0005 0.1479 I.07E+o5 0.0759 0.0000 0.0593 0.0010 0.0004 0.1367 1.llE+o5 0.0793 0.0000 0.0620 0.0011 0.0005 0.1428 1.24E+o5 0.0887 0.0000 0.0693 0.0012 0.0005 0.1596 1.22E+o5 0.0871 0.0000 0.0680 0.0012 0.0005

. 0.1568 1.17E+o5 0.0836 0.0000 0.0653 0.0011 0.0005 0.1505 l.25E+o5 0.0893 0.0000 0.0697 0.0012 0.0005 0.1607 8.52E+o4 0.0608 0.0000 0.0475 0.0008 0.0004" 0.1094 2.26E+o4 0.0161 0.0000 0.0126 0.0002 0.0001 0.0290 1.25E+o4 0.0089 0.0000 0.0070 0.0001 0.0001 0.0161 l.07E+o4 0.0077 0.0000 0.0060

. 0.0001 0.0000 0.0138 l.70E+o4 0.0121 0.0000 0.0095 0.0002 0.0001 0.0218 2.46E+o4 0.0176 0.0000 0.0137 0.0002 0.0001 0.0316 2.39E+o4 0.0171 0.0000 0.0133 0.0002 0.0001 0.0307 2.IOE+o4 0.0150 0.0000 0.0117 0.0002 0.0001 0.0270 3.02E+o4 0.0215 0.0000 0.0168 0.0003 0.0001 0.0387 2.47E+o4 0.0176 0.0000 0.0138 0.0002 0.0001 0.0317 3.42E+o4 0.0244 0.0000 0.0190 0.0003 0.0001 0.0439 2.71E+o4 0.0193 0.0000 0.0151 0.0003 0.0001 0.0347 2.90E+o4 0.0207 0.0000 0.0161 0.0003 0.0001 0.0372

1.

I FRSRELEASERECORD

~

AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

ZIONSOLUTIONSuc

..... ~~~

.. \\.

Section CS to C7 Position 8 OB I.66E+08 UIFD 1.29E+o8 O.OOE+OO 3.68E+07 6.50E+07 2.46E+o4 0.0176 0.0000 0.0137 0.0002 0.0001 0.0316 Section CS to C7 Position 9 OB 1.72E+o8 UlFD 1.33E+o8 O.OOE+oO 3.81E+07 6.73E+o7 2.55E+o4 0.0182 0.0000 0.0142 0.0002 0.0001 0.0328 Section CS to C7 Position 10 OB I.64E+o8 UIFD*

l.28E+o8 0.00E+oO 3.65E+o7 6.44E+o7 2.44E+o4 0.0174 0.0000 0.0136 0.0002 0.0001 0.0314 Section CS to C7 Position 11 OB l.91E+o8*

UIFD l.48E+o8 0.00E+oO 4.24E+07 7.49E+o7 2.84E+o4 0.0202 0.0000 0.0158 0.0003 0.0001 0.0364 Section CS to C7 Position 12 OB I.86E+o8 UIFD 1.45E+o8 O.OOE+oO 4.13E+07 7.30E+07 2.77E+o4 0.0197 0.0000 0.0154 0.0003 0.0001 U.0355 Section CS to C7 Position 13 OB l.95E+o8 UlFD l.52E+o8 O.OOE+oO 4.33E+07 7.65E+o7 2.90E+o4 0.0207 0.0000 0.0162 0.0003 0.0001.

0.0372 Section CS to C7 Position 14 OB l.91E+o8 UIFD l.48E+o8 O.OOE+oO 4.24E+07 7.49E+o7 2.84E+o4 0.0202 0.0000 0.0158 0.0003 0.0001 0.0364 Section CS to C7 Position 15 OB l.82E+o8 UIFD l.41E+o8 0.00E+oO 4.04E+07 7.14E+o7 2.71E+o4 0.0193 0.0000 0.0151 0.0003 0.0001 0.0347 Section CS to C7 Position 16 OB l.50E+o8 UlFD l.17E+o8 O.OOE+oO 3.34E+07.

5.90E+o7 2.24E+o4 0.0159 0.0000 0.0125 0.0002 0.0001 0.0287 Section CS to C7 Position 17 OB 1.73E+o8 UIFD 1.34E+o8 O.OOE+OO 3.84E+07 6.78E+o7 2.57E+o4 0.0183 0.0000 0.0143 0.0002 0.0001 0.0330 Section CS to C7 Position 18 OB 2.29E+08 UIFD I.78E+o8 O.OOE+oO 5.IOE+o7 9.0IE+o7 3.42E+o4 0.0243 I

0.0000 0.0190 0.0003 0.0001 0.0438 Section CS to C7 Position 19 OB 2.23E+o8 UIFD l.74E+o8 0.00E+OO 4.96E+07 8.76E+o7 3.32E+o4 0.0237 0.0000 0.0185 0.0003 0.0001 0:0426 Section CS to C7 Position 20 OB 5.15E+o7 UIFD 4.00E+o7 0.00E+oO l.14E+07 2.02E+o7 7.66E+o3 0.0055 0.0000 0.0043 0.0001 0.0000 0.0098 Section CS to C7 Position 21 OB l.84E+o7 UIFD l.43E+o7 0.00E+oO 4.IOE+06 7.24E+o6 2.74E+o3 0.0020 0.0000 0.0015 0.0000 0.0000 0.0035 Section CS to C7 Position 22 OB 4.71E+07 UIFD 3.66E+o7 O.OOE+oO 1.05E+07 1.85E+o7 7.0!E+o3 0.0050 0.0000 0.0039 0.0001

' 0.0000 0.0090 Section CS to C7 Position 23 OB 3.07E+07 UIFD 2.39E+o7 O.OOE+oO 6.83E+06 l.21E+o7 4.58E+o3 0.0033 0.0000 0.0025 0.0000 0.0000 0.0059 Section CS to C7 Position 24 OB 1.87E+o7 UIFD 1.46E+o7 O.OOE+oO 4.16E+06 7.36E+o6 2.79E+o3 0.0020 0.0000 0.0016 0.0000

'0.0000 0.0036 Section C7 to C5 Position 0 OB 3.39E+08 UIFD 2.64E+o8 O.OOE+oO 7.53E+07 1.33E+o8 5.04E+o4 0.0359 0.0000 0.0281 0.0005 0.0002 0.0647 Section C7.to C5 Position 1 OB 2.47E+o8 UIFD 1.92E+o8 O.OOE+oO 5.49E+07 9.71E+o7 3.68E+o4 0.0262 0.0000 0.0205 0.0003 0.0002 0.0472 Section C7 to CS Position 2 OB 2.19E+o8 UIFD l.70E+o8 O.OOE+OO 4.87E+07 8.60E+07 3.26E+o4 0.0232 0.0000 0.0182 0.0003 0.0001 0.0418 Section C7 to CS Position 3 OB l.57E+o8 UlFD l.22E+o8 O.OOE+oO 3.48E+o7 6.15E+o7 2.33E+o4 0.0166 0.0000 0.0130 0.0002 0.0001 0.0299 Section C7 to C5 Position 4 OB l.65E+o8 UIFD 1.28E+o8 0.00E+oO 3.66E+07 6.46E+o7 2.45E+o4 0.0175 0.0000 0.0136 0.0002 0.0001 0.0314 Section C7 to C5 Position 5 OB 1.89E+o8 UIFD 1.47E+o8 O.OOE+OO 4.21E+07 7.43E+o7 2.82E+o4 0.0201 0.0000 0.0157 0.0003 0.0001 0.0362 Section C7 to* C5 Position 6 OB l.99E+08 UIFD l.55E+o8 0.00E+OO 4.42E+07 7.82E+o7 2.96E+o4 0.0211 0.0000 0.0165 0.0003 0.0001 0.0380 Section C7 to C5 Position 7 OB l.96E+08 UIFD l.52E+o8 0.00E+oO 4.35E+o7 7.69E+o7

,2.92E+o4

• 0.0208 0.0000 0.0162 0.0003 0.0001 0.0374 Section C7.to CS Position 8 OB l.79E+o8 UIFD L39E+o8 0.00E+oO 3.98E+o7. 7.03E+o7 2.67E+o4 0.0190 0.0000 0.0148 0.0003 0.0001

. 0.0342 Section C7 to C5 Position 9 OB 2.60E+08 UIFD 2.02E+o8 O.OOE+OO 5.77E+07 1.02E+o8 3.87E+o4 0.0276 0.0000 0.0215 0.0004 0.0002 0.0496 Section C7 to C5 Position 10 OB 2.19E+o8 UIFD l.70E+o8 O.OOE+oO 4.86E+o7 8.60E+o7 3.26E+o4 0.0232 0.0000. ' 0.0181 0.0003 0.0001 0.0418 Section C7 to C5 Position 11 OB 2.45E+o8 UIFD 1.90E+o8 O.OOE+oO 5.44E+o7 9.61E+o7 3.64E+o4.

0.0260 0.0000 0.0203 0.0003 0.0002 0.0467 Section C7 to C5 Position 12 OB*

2.51E+o8 UIFD

!.96E+o8 0.00E+OO 5.58E+o7 9.87E+o7 3.74E+o4 0.0267 0.0000 0.0208 0.0004 0.0002 0.0480 Section C7 to CS Position 13 OB 2.42E+o8 UIFD l.88E+o8 0.00E+oO 5.37E+o7 9.49E+o7 3.60E+04 0.0256 0.0000.

0.0200 0.0003 0.0001 0.0462 Section C7 to CS Position 14 OB l.03E+o8 UIFD 8.03E+o7 O.OOE+oO 2.29E+o7 4.05E+o7

. 1.54E+04 0.0110 0.0000 0.0086 0.0001 0.0001 0.0197 Section C7 to CS Position 15 OB 2.62E+o7 UI FD 2.04E+o7 0.00E+oO 5.81 E+06 l.03E+o7 3.89E+o3 0.0028 0.0000 0.0022 0.0000 0.0000 0.0050 Section C6 to CS Position O OB 3.97E+o8 UIFD 3.09E+o8 O.OOE+oO 8.82E+07 1.56E+08 5.91E+o4 0.0421 0.0000 0.0329 0.0006 0.0002 0.0758 Section C6 to CS Position 1 OB 3.80E+o8 Ul FD ' 2.96E+o8

• O.OOE+oO 8.45E+07 1.49E+08 5.66E+04 0.0403 0.0000 0.0315 0:0005 0.0002 0.0726 Section C6 to CS Position 2 OB 4.25E+o8 UIFD 3.31E+o8 O.OOE+oO 9.44E+07 1.67E+08 6.33E+o4 0.0451 0.0000 0.0352 0.0006 0.0003 0.0812 Section C6 to CS Position 3 OB 5.19E+o8 UIFD 4.04E+o8 0.00E+oO 1.15E+o8 2.04E+o8 7.72E+04 0.0550 0.0000 0.0430 0.0007 0.0003 0.0991 Section C6 to C5 Position 4 OB 6.18E+08 UIFD 4.80E+08 O.OOE+oO l.37E+08 2.42E+o8

9. I 9E+o4 0.0655 0.0000 0.0512 0.0009 0.0004 0.1180 Section C6 to C5 Position 5 OB 6.IOE+08 UIFD 4.74E+08 O.OOE+oO 1.35E+08 2.39E+o8 9.08E+o4 0.0647 0.0000 0.0505 0.0009 0.0004 0.1165 Section C6 to C5 Position 6 OB 5.33E+08 UIFD 4.15E+o8 O.OOE+oO 1.19E+o8 2.09E+o8 7.94E+o4 0.0566 0.0000 0.0442 0.0008 0.0003 0.1019 Section C6 to CS Position 7 OB 5.0IE+o8 UIFD 3.90E+o8 O.OOE+oO l.l IE+08 l.97E+o8 7.46E+o4 0.0532 0.0000 0.0416 0.0007 0.0003 0.0958 Section C6 to CS Position 8 OB 7.63E+o8 UIFD 5.94E+o8 O.OOE+oO 1.70E+08 3.00E+08 l.14E+o5 0.0810 0.0000 0.0633 0.0011 0.0005 0.1458 Section C6 to C5 Position 9 OB 4.57E+o8 UIFD 3.55E+o8 O.OOE+oO 1.02E+08 1.79E+o8 6.80E+o4 0.0485 0.0000 0.0379 0.0006 0.0003 0.0873

[59]

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Section Sump Gamma

, Activity (pCi/m2)

Section C6 to CS Position I 0 OB 639E+-08 Section C6 to CS Position 11 OB 7.46E+08 Section C6 to CS Position 12 OB 5.86E+-08 Section C6 to CS Position 13 OB 6.45E+-08*

Section C6 to CS Position 14 OB 6.18E+08 Section C6 to CS Positi6n 15 OB 3.46E+08 Section C6 to CS Position 16 OB 2.49E+-08 Section C6 to CS Position 17 OB 2.02E+08 Section C6 to CS Position 18 OB 2.18E+-08 Section C6 to CS Position 19 OB i.98E+-08 Section C6 to CS Position 20 OB 3.51E+-07 Section C6 to CS Position 21 OB 5.19E+-07 Section C6 to CS Position 22 OB l.89E+07 Section CS to C4 Position 0 OB 8.69E+08 Section CS to C4 Position 1 OB 7.21E+08 Section CS to C4 Position 2 OB 4.66E+08 Section CS to C4 Position 3 OB 2.82E+08 Section CS to C4 Position 4 OB 2.18E+-08 Section C5 to C4 Position 5 OB 2.07E+-08 Section C5 to C4 Position 6 OB 2.53E+-08 Section C5 to C4 Position 7 OB 2.30E+-08 Section C5 to C4* Position 8 OB 2.29E+-08 Section C5 to C4 Position 9 OB 3.78E+-08 Section C5 to C4 Position I 0

.OB 2.45E+-08 Section C5 to C4 Position 11 OB 2.14E+-08 Section C5to C4 Position 12 OB 2.08E+-08 Section C5 to C4 Position 13 OB l.97E+-08 Section C5 to C4 Position 14 OB 2.0&E+O&

Section C5 to C4 Position t 5 OB 2.85E+-08 Section C5 to C4 Position 16 OB 3.48E+-08 Section C5 to C4 Position t 7

• OB 6.09E+-07 Section C5 to C4 Position 18

'OB 3.97E+-07 Section C5 to C4 Position 19 OB 1.1 lE+-07 Section C4 to C3 Position 0 OB 3.0lE+-08 Section C4 to C3 Position I OB 3.0lE+-08 Section C4 to C3 Position 2 OB 5.97E+-08 Section C4 to C3 Position 3 OB 4.38E+-08 Section C4 to C3 Position 4 OB 5.54E+-08 Section C4 to C3 Position 5 OB 6.29E+-08 Section C4 to C3 Position 6 OB 6.55E+-08*

Section C4 to C3 Position 7 OB 6.42E+-08 Section C4 to C3 Position 8 OB 8.66E+-08 Section C4 to C3 Position 9 OB 5.94E+-08 Mixture UIFD UlFD UlFD UlFD UlFD UIFD UlFD UlFD UlFD UlFD UlFD UlFD UlFD UlFD UIFD UlFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UlFD UlFD UlFD UlFD UlFD UIFD UlFD UIFD UIFD UIFD UlFD UIFD UlFD UlFD UlFD UlFD UlFD UlFD UlFD UlFD Co-60 Cs-134 Cs-137 Ni-63 Cone.

Cone.

Cone:

, Cone.

foCi/m2) foCi/m2)

(oCi!m'l (oCil~'l 4.97E+-08 0.00E+-00 l.42E+-08 2.51E+08 5.81E+-08 O.OOE+-00 l.66E+08 2.93E+08 4.56E+-08 O.OOE+-00 1.30E+08 2.30E+-08 5.02E+-08 0.00E+-00 l.43E+-08 2.53E+-08 4.81E+-08 O.OOE+-00 1.37E+08 2.43E+08 2.69E+-08 O.OOE+-00 7.68E+-07 1.36E+-08 I.94E+-08 O.OOE+-00 5.54E+07 9.78E+07 l.57E+-08 O.OOE+-00 4.48E+07 7.92E+-07 1.70E+-08 O.OOE+-00 4.84E+-07 8.56E+07 l.54E+-08 O.OOE+-00 4.41E+07 7.78E+-07 2.73E+-07 0.00E+-00 7.80E+-06 I.38E+-07 4.04E+-07 O.OOE+-00 1.15E+-07 2.04E+-07 l.47E+-07 O.OOE+-00 4.21E+-06 7.43E+06 6.76E+-08 0.00E+-00 l.93E+08 3.41E+08 5.61E+-08 O.OOE+-00 1.60E+08 2.83E+-08 3.62E+-08 O.OOE+OO l.03E+08 l.83E+08 2.20E+-08 0.00E+OO 6.27E+07 l.1 IE+-08 1.69E+-08 O.OOE+-00 4.83E+-07 8.54E+07 I.61E+-08 O.OOE+-00 4.60E+-07 8:13E+-07 l.97E+-08 O.OOE+OO 5.61E+-07 9.92E+-07 1.79E+-08 0.00E+-00 5.12E+-07 9.04E+-07 l.78E+-08 O.OOE+-00 5.08E+07*

8.98E+-07 2.94E+-08 0.00E+-00 8.40E+-07 1.48E+08 l.91E+-08 0.00E+-00 5.44E+07 9.62E+07 I.66E+08 0.00E+-00 4.75E+07 8.39E+07 I.62E+-08 0.00E+-00 4.63E+07 8.18E+07 l.54E+-08 0.00E+-00 4.39E+-07 7.75E+07 l.62E+-08 O.OOE+-00

. 4.62E+-07 8.l 7E+-07 2.22E+-08 0.00E+-00' 6.34E+-07 1.12E+-08 2.70E+-08 0.00E+-00 7.72E+-07.

l.36E+-08 4.74E+-07 O.OOE+-00 1.35E+-07 2.39E+-07 3.09E+07 0.00E+OO 8.83E+-06 l.56E+-07 8.62E+-06 O.OOE+-00 2.46E+06 4.35E+06 2.34E+08 0.00E+OO 6.68E+07 1.18E+08 2.34E+-08 0.00E+OO 6.68E+07 1.18E+08 4:64E+-08 O.OOE+-00 1.33E+-08 2.34E+-08 3.41E+-08 O.OOE+-00 9.74E+07 I.72E+-08 4.31E+-08 O.OOE+-00 1.23E+-08 2.18E+-08 4.89E+-08 0.00E+-00 l.40E+-08 2.47E+-08 5.09E+-08 O.OOE+-00 l.45E+-08 2.57E+08 5.00E+08 O.OOE+-00 l.43E+-08 2.52E+08 6.74E+-08 0.00E+-00 l.92E+-08 3.40E+-08 4.62E+-08 O.OOE+-00 L32E+08 2.33E+08

[60]

~

ZIONSOLUTIONSuc

M~SolON~

Sr-90 Cone.

Co-60 Cs-134

.c.:131 Ni-63 Sr-90 SOF SOF SOF SOF SOF SOF CoCi!m'l 9.51E+04 0.0678 0.0000 0.0529 0.0009 0.0004 0.1220 1.1 lE+-05 0.0792 0.0000 0.0619 0.0011 0.0005 0.1426 8.72E+-04 0.0622 0.0000 0.0486 0.0008 0.0004 0.J.119 9.61E+-04 0.0685 0.0000 0.0535 0.0009 0.0004

. 0.1233 9.20E+-04 0.0656 0.0000 0.0512 0.0009 0.0004 0.1181 5.15E+-04 0.0367 0.0000 0.0287 0.0005 0.0002 0.0660 3.71E+-04 0.0264 0.0000 0.0207 0.0004 0.0002 0.0476 3.00E+-04 0.0214 0.0000 0.0167 0.0003 0.0001 0.0385 3.25E+-04 0.0231 0.0000 0.0181 0.0003 0.0001 0.0417 2.95E+-04 0.0210 0.0000 0.0164 0.0003 0.0001 0.0379 5.23E+-03 0.0037 0.0000 0.0029 0.0000 0.0000 0.0067 7.73E+-03 0.0055 0.0000 0.0043 0.0001 0.0000 0.0099 2.82E+-03 0.0020 0.0000 0.0016 0.0000 0.0000 0.0036 l.29E+-05 0.0923 0.0000 0.0721 0.0012 0.0005 0.1661

• 1.07E+-05 0.0765 0.0000 0.0598 0.0010

'0.0004 0.1378 6.93E+-04 0.0494 0.0000 0.0386 0.0007 0.0003 0.0890 4.20E+-04 0.0300 0.0000 0.0234 0.0004 0.0002 0.0539 3.24E+-04 0.0231 0.0000 0.0180 0.0003 0.0001 0.0416 3.08E+-04 0.0220 0.0000 0.0172 0.0003 0.0001 0.0395 3.76E+-04 0.0268 0.0000 0.0209 0.0004 0.0002 0.0483 3.43E+-04 0.0244 0.0000 0.0191 0.0003 0.0001 0.0440

. 3.41E+-04 0.0243 0.0000 0.0190 0.0003 0.0001 0.0437 5.63E+-04 0.0401 0.0000 0.0313 0.0005 0.0002 0.0722 3.65E+-04 0.0260 0.0000 0.0203 0.0003 0.0002 0.0468 3.18E+04 0.0227 0.0000 0.0177 0.0003 0.0001 0.0408 3.lOE+-04 0.0221 0.0000 0.0173 0.0003 0.0001 0.0398 2.94E+-04 0.0209 0.0000 0.0164 0.0003 0.0001 0.0377

3. lOE+-04 0.0221 0.0000 0.0173 0.0003 0.0001 0.0398 4.25E+-04 0.0303 0.0000 0.0237 0.0004 0.0002 0.0545 5.17E+-04

.0.0369 0.0000 0.0288 0.0005 0.0002 0.0664 9.07E+-03

. 0.0065.

0.0000 0.0050 0.0001 o.oll'oo 0.0116 5.92E+03 0.0042 0.0000 0.0033 0.0001 0.0000 0.0076 L65E+03 0.0012 0.0000 0.0009 0.0000 0.0000 0.0021 4.48E+-04 0.0319 0.0000 0.0249 0.0004 0.0002 0.0575 4.48E+-04 0.0319 0.0000, 0.0249 0.0004 0.0002 0.0574 8.89E+04 0.0633 0.0000 0.0495 0.0008 0.0004 0.1140 6.52E+-04 0.0465 0.0000 0.0363 0.0006 0.0003 0.0837 8.25E+-04 0.0588 0.0000 0.0460 0.0008 0.0003 0.1059 9.36E+-04 0.0667 0.0000 0.0521 0.0009 0.0004 0.1201

• 9.75E+-04 0.0695 0.0000 0.0543 0.0009 0.0004 0.1251 9.56E+-04 0.0682 0.0000 0.0533 0.0009 0.0004 0.1227 1.29E+-05 0.0919 0.0000 0.0718 0.0012 0.0005 0.1655 8.84E+-04 0.0630 0.0000 0.0492 0.0008 0.0004 0.1134

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

• 1.* Gross Gamma Pipe Section Sump Activity loCiim2)

Section C4 to C3 Position 10 OB 2.37E+o8 Section C4 to CJ Position :11 OB 2.46E+08 Section C4 to C3 Position 12 OB 5.36E+08 Section C4 to C3 Position 13 OB 4.58E+o8 Section C4 to C3 Position 14 OB 5.07E+08 Section C4 to C3 Position 15 OB*

3.95E+o8 Section C4 to C3 Position 16 OB 3.26E+o8 Section C4 to C3 Position 17 OB 2.95E+o8 Section C4 to CJ Position 18 OB 2.77E+o8 Section C4 to C3 Position 19 OB 2.18E+o8 Section C4 to CJ Position 20 OB 6.53E+o7 Section C4 to C3 Position 21 OB 3.32E+o7 Section C4 to CJ Position 22 OB l.18E+o7 Section C3 to C2 Position 0 OB 6.64E+o8 Section C3 to C2 Position 1 OB 6.17E+o8 Section C3 to C2 Position 2 OB 1.02E+o9 Section C3 to C2 Position 3 OB 3.85E+o8 Section C3 to C2 Position 4 OB 3.56E+o8 Section C3 to C2 Position 5 OB 3.83E+o8 Section C3 to C2 Position 6 OB 6.29E+o8 Section C3 to C2 Position 7 OB 5.64E+o8*

Section C3 to C2 Position 8 OB 5.31E+o8 Section C3 to C2 Position 9 OB 4.28E+o8 Section C3 to C2 Position I 0 OB 6.49E+o8 Section C3 to C2 Position 11 OB 7.02E+08 Section C3 to C2 Position 12 OB 4.03E+o8 Section C3 to C2 Position 13 OB 4.67E+o8 Section C3 to C2 Position 14 OB 4.21E+o8' Section C3 to C2 Position 15 OB 3.91E+o8 Section C3 to C2 Position 16 OB 3.55E+o8 Section C3 to C2 Position 17 OB 3.12E+o8 Section C3 to C2 Position 18 OB 3.73E+o8 Section C3 to C2 Position 19 OB 3.26E+08 Section C3 to C2 Position 20 OB 5.22E+07 Section C3 to C2 Position 21 OB 3.19E+o7 Section C3 to C2 Position 22 OB 3.47E+o7 Section C3 to C2 Position 23 OB 1.38E+o7 Section C2 to Cl Position O OB 7.09E+o8 Section C2 to CI Position l OB 7.75E+o8 Section C2 to CI Position 2 OB 8.57E+o8 Section C2 to Cl Position 3 OB l.09E+09 Section C2 to CI Position 4 OB 9.26E+o8 Section C2 to CI Position 5 OB 8.10E+o8 Mixture UlFD UlFD UlFD UIFD UlFD UIFD UlFD UIFD UIFD UIFD UIFD UlFD UIFD UIFD UlFD UIFD UIFD UIFD UlFD UIFD UIFD UIFD UIFD UIFD UlFD UlFD UIFD UIFD UlFD UlFD UIFD UlFD UIFD UlFD UIFD UIFD UIFD UlFD UIFD UIFD UIFD UIFD UIFD Co-60 *

. Cs-134 Cs'137 Cone.

Cone.

Cone.

lnCi/m2\\

lnCi/m2\\.

loCi/mil l.85E+o8 O.OOE+oO 5.27E+o7 l.91E+o8 O.OOE+oO 5.47E+o7 4.17E+o8 O.OOE+oO 1.19E+o8 3.57E+o8 0.00E+OO l.02E+08 3.94E+o8 O.OOE+OO l.13E+08 3.07E+o8 O.OOE+OO 8.77E+o7 2.54E+o8 O.OOE+oO 7.25E+o7 2.30E+o8 O.OOE+OO 6.56E+07 2.16E+o8 0.00E+oO 6.16E+o7 1.70E+o8 0.00E+oO 4.84E+o7 5.08E+o7 O.OOE+oO l.45E+o7 2.58E+o7 0.00E+oO 7.38E+o6 9.20E+o6 O.OOE+oO 2.63E+06 5.16E+08 O.OOE+OO

. l.47E+o8 4.80E+o8 O.OOE+oO l.37E+o8 7.97E+o8 0.00E+OO 2.28E+o8 2.99E+o8 0.00E+oo*

8.54E+o7 2.77E+o8 O.OOE+oO 7.90E+o7 2.98E+o8 O.OOE+oO. 8.52E+o7 4.90E+o8 0.00E+oO l.40E+o8 4.39E+o8 0.00E+oO l.25E+o8 4.13E+o8 O.OOE+oO l.18E+08 3.33E+08 O.OOE+oO 9.52E+07 5.05E+08 O.OOE+oO l.44E+08 5.46E+o8 O.OOE+oO*

1.56E+08 3.14E+o8 O.OOE+oO 8.95E+07 3.63E+o8 0.00E+oO 1.04E+08 3.28E+o8 O.OOE+oO 9.36E+o7 3.04E+o8 O.OOE+oO 8.68E+o7 2.76E+o8 0.00E+oO

• 7.88E+o7 2.43E+o8, 0.00E+oO 6.94E+07

• 2.90E+o8 ' 0.00E+OO 8.30E+o7 2.54E+o8 O.OOE+oo*

.7.25E.+-07

• 4.06E+o7 0.00E+OO l.16E+o7 2.48E+o7 0.00E+oO 7.IOE+06 2.70E+07 O.OOE+oO 7.72E+o6 1.08E+o7 0.00E+oO 3.07E+o6 5.52E+o8 O.OOE+oO 1.58E+08 6.03E+o8 O.OOE+oO l.72E+o8 6.67E+o8 0.00E+oO l.90E+08 8.49E+08 0.00E+oO 2.43E+o8 7.20E+08 O.OOE+OO 2.06E+08 6.30E+o8 O.OOE+oO ' l.80E+08

[61]

Ni-63 Sr-90.~

'~ ij Co-60 Cs-134 Cs-137 Ni-63 Sr-9o Cone.

Cone:*

SOE SOF SOF SOF SOF SOF lnCi/m2) loCi/m2) 9.31E+o7 3.53E+o4

.0.0252 0.0000 0.0197 0.0003 0.0001 0.0453 9.66E+o7 3.66E+o4 0.0261 0.0000 0.0204 0.0003 0.0002 0.0470 2.10E+o8 7.98E+o4 0.0569 0.0000 0.0444 0.0008 0.0003 0.1024 l.80E+08 6.82E+04 0.0486 0.0000 0.0380 0.0006 0.0003 0.0876 1.99E+08 7.55E+o4 0.0538 0.0000 0.0420 0.0007 0.0003 0.0968 l.55E+08 5.87E+o4 0.0419 0.0000 0.0327 0.0006 0.0002 0.0754 1.28E+08 4.86E+04 0.0346 0.0000 0.0270 0.0005 0.0002 0.0623 1.16E+o8 4.40E+o4 0.0313 0.0000 0.0245 0.0004 0.0002 0.0564 1.09E+o8 4.13E+o4 0.0294 0.0000 0.0230 0.0004 0.0002 0.0530 8.56E+o7 3.25E+o4 0.0231 0.0000 0.0181 0.0003 0.0001 0.0417 2.56E+o7 9.71E+o3 0.0069 0.0000 0.0054 0.0001 0.0000 0.0125 1.30E+o7 4.95E+o3 0.0035 0.0000 0.0028 0.0000 0.0000 0.0063 4.64E+o6 1.76E+o3 0.0013 0.0000 0.0010 0.0000 0.0000 0.0023 2.61E+08 9.88E+o4 0.0704 0.0000 0.0550 0.0009 0.0004 0.1268 2.42E+08 9.19E+o4 0.0655 0.0000 0.0512 0.0009 0.0004 0.1179 4.02E+o8 l.52E+o5 0.1087 0.0000 0.0849 0.0014 0.0006 0.1957 l.51E+o8 5.72E+o4 0.0408' 0.0000 0.0319 0.0005 0.0002 0.0735 1.40E+o8 5.30E+o4 0.0377 0.0000 0.0295 0.0005 0.0002 0.0680 l.50E+o8 5.71E+o4 0.0407 0.0000 0.0318 0.0005 0.0002 0.0732 2.47E+o8 9.37E+o4 0.0668 0.0000 0.0522 0.0009 0.0004 0.1202 2.21E+o8 8.39E+o4 0.0598 0.0000 0.0467 0.0008 0.0003 0.1077 2.08E+o8 7.90E+o4 0.0563 0.0000 0.0440 0.0008 0.0003 0.1014 l.68E+08 6.38E+o4 0.0455 0.0000 0.0355 0.0006 0.0003 0.0818 2.55E+o8 9.66E+o4 0.0689 0.0000 0.0538 0.0009 0.0004 0.1240

'2.76E+08, 1.05E+o5 0.0745 0.0000 0.0582 0.0010 0.0004 0.1341 1.58E+o8 6.00E+o4 0.0428 0.0000 0.0334 0.0006 0.0002 0.0770 l.83E+08 6.95E+o4 0.0496 0.0000 0.0387 0.0007 0.0003 0.0892 1.65E+08 6.27E+o4 0.0447 0.0000 0.0349 0.0006 0.0003 0.0804 1.53E+o8 5.82E.+-04 0.0414 0.0000 0.0324 0.0006 0.0002 0.0746 l.39E+o8 5.28E+o4 0.0376 0.0000

. 0.0294 0.0005 0.0002 0.0677 l.23E+o8 4.65E+o4 0.0332 0.0000 0.0259 0.0004 0.0002 0.0597 l.47E+08 5.56E+o4 0.0396 0.0000 0.0310 0.0005 0.0002 0.0713 l.28E+o8 4.86E+04 0.0346 0.0000 0.0270 0.0005 0.0002 0.0623 2.05E+07 7.77E+o3 0.0055 0.0000 0.0043 0.0001 0.0000 0.0100 l.25E'+-07. 4.75E+o3 0.0034 0.0000 0.0026 0.0000 0.0000 0.0061 1.36E+o7 5.17E+o3 0.0037 0.0000 0.0029 0.0000 0:0000 0.0066 5.43E+o6 2.06E+o3 0.0015 0.0000 0.0011 0.0000 0.0000

. 0.0026 2.78E+o8 1.06E+o5 0.0752 0.0000 0.0588 0.0010 0.0004 0.1354 3.04E+o8 1.15E+o5 0.0823 0.0000 0.0643 0.0011 0.0005 0.1481 3.37E+o8 l.28E+o5 0.0910 0.0000 0.0711 0.0012 0.0005 0.1638 4.29E+08 1.63E+o5 0.1158 0.0000 0.0905 0.0015 0.0007 0.2085 3.63E+o8 l.38E+o5 0.0982 0.0000 0.0767 0.0013 0.0006 0.1769 3.18E+08.

1.21E+o5 0.0859 0.0000 0.0671 0.0011 0.0005 0.1546

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Section,

Sump

'Gamma Activity loCi!m2),

Section C2 to CI Position 6

• OB 7,86E+o8 Section C2 to Ct Position 7 OB 8.16E+o8 Section C2 to CI Position 8 OB 7.96E+o8 Section C2 to CI Position 9 OB l.03E+o9 Section C2 to CI Position 10 OB 8.92E+o8 Section C2 to CI Position 11 OB 8.47E+o8 Section C2 to*CJ Position 12 OB 8.24E+o8 Section C2 to CI Position 13 OB 7.75E+08 Section C2 to Cl Position 14 OB 1.18E+o9 Section C2 to C 1 Position 15 OB 5.91E+08 Section C2 to CI Position 16 OB l.33E+o8 Section C2 to CI Position 17 OB 2.48E+07 Section Cl to OB Sumo Position 0 OB 2.97E+o8 Section CI to OB Sumo Position 1 OB l.86E+o8 Section Cl to OB Sumo Position 2 OB 6.74E+o7 Section CI to OB Sumo Position 3 OB 4.68E+o7 Section Cl to OB Sumo Position 4 OB 8.32E+o7 Section Cl to OB Sumo Position 5 OB 4.IOE+o8 Section CI to OB Sump Position 6

• OB 3.67E+o8 Section CI to OB Sumo Position 7 OB 3.18E+o8 Section CI to OB Swno Position 8 OB 2.43E+o8 Section CI to OB Sumo Position 9 OB 2.09E+o8 Section Cl to OB Sumo Position 10 OB 2.48E+o8 Section Cl to OB Sumo Position 11 OB 2.59E+o8 Section CI to OB Sumo Position 12 OB 3.18E+o8 Section Cl to OB Sumo Position 13 OB 4.68E+o8 Section Cl to OB Sumo Position 14 OB 4.18E+o8 Section CI to OB Sumo Position 15 OB 5.!5E+o8 Section Cl to OB Sump Position 16 OB 5.39E+o8 Section Cl to OB Sumo Position 17 OB 4.17E+o8 Section CI to OB Sumo Position 18 OB 4.15E+o8 Section Cl to OB Sumo Position 19 OB 4.86E+o8 Section Cl to OB Sumo Position 20 OB 4.92E+o8 Section C 1 to OB Sumo Position 21 OB 5.39E+o8 Section Cl to OB Sumo Position 22 OB 5.18E+o&

Section Cl to OB Sump Position 23 OB 5.06E+o8 Section Cl to OB Sumo Position 24 OB 4.72E+o8 Section Cl to OB Swno Position 25 OB 5.16E+o8 Section Cl to OB Sumo Position 26 OB 4.33E+o8 Section Cl to OB Sumo Position 27 OB 3.52E+o8 Section Cl to OB Sumo Position 28 OB 7.14E+o8 Section CI to OB Sumo Position 29 OB 9.39E+o8 Section Cl to OB Sumo Position 30 OB 2.81E+o8 Mixture UlFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD U!PD UIFD UIFD UlFD UIFD UIFD UIFD UlFD UIFD UIPD UlFD

'UIFD UIFD UIFD UlFD UlFD UIFD UIFD UlFD UIFD UlFD UIFD UIFD UlFD UlFD UlFD UlFD Co-60 Cs-134 Cs-137 Cone.

Cone.

Cone.

'(pCi/m2),

foCilm'),

(pCi/m2) 6,J lE+o8 O,OOE+oO 1.75E+08 6.35E+o8 0.00E+OO 1.81E+08 6.19E+o8 O.OOE+oO 1.77E+o8 8.04E+o8 0.00E+OO 2.30E+08 6.94E+o8 O.OOE+oO l.98E+08 6.59E+o8 0.00E+oO l.88E+08 6.41E+o8 0.00E+oO l.83E+08 6.03E+o8 0.00E+oO 1.72E+08 9.14E+o8 O.OOE+oO 2.61E+08 4.60E+o8 O.OOE+oO l.3 IE+08 1.03E+o8 O.OOE+oO 2.95E+07 l.93E+o7 0.00E+oO 5.52E+06 2.31E+o8 0.00E+oO 6.59E+07 1.45E+o8 0.00E+oO 4.13E+07 5.24E+o7 O.OOE+oO 1.50E+07 3.64E+07 O.OOE+oO l.04E+07 6.47E+o7 O.OOE+oO 1.85E+07 3.19E+o8 O.OOE+oO 9.l 1E+07 2.85E+o8 O.OOE+oO B.15E+07 2.47E+o8 O.OOE+oO 7.06E+07 1.89E+o8 0.00E+oO 5.40E+07 l.63Ef08 O.OOE+oO 4.65E+07 l.93E+o8 0.00E+oO 5.51E+07 2.02E+o8 0.00E+oO 5.76E+07 2.48E+o8 O.OOE+oO 7.0BE+07 3.64E+08, O.OOE+oO l.04E+08 3.25E+o8 0.00E+oO 9.28E+07 4.00E+o8 O.OOE+oO 1.14E+08 4.19E+o8 O.OOE+oO 1.20E+08 3.25E+o8 O.OOE+oO 9.27E+07 3.23E+o8 O.OOE+oO 9.23E+07 3.78E+o8 O.OOE+oO l.08E+08 3.82E+o8 O.OOE+oO l.09E+08 4.19E+o8 O.OOE+oO 1.20E+08 4.03E+08 O.OOE+oO l.15E+08 3.94E+o8 0.00E+oO 1.12E+08 3.67E+o8 0.00E+oO l.05E+08 4.0IE+o8 O.OOE+oO 1.15E+08 3.37E+08' O.OOE+oO 9.63E+07 2.74E+o8 O.OOE+oO 7.82E+07 5.56E+08 0.00E+oO l.59E+08 7.31E+08 0.00E+oO 2.09E+08 2.19E+08 O.OOE+OO 6.25E+07

[62]

~

ZIONSOLUTIONSuc

Ni-63 Sr-90

"*Cone."

Coiic.

Co-60 Cs-134 Cs-137;,

Ni-63',,

Sr-90, SOF SOF SOF SOF SOF SOF ioCilm2l

,(oCi/~2),,

3.09E+o8 1.17E+o5 0.0834 0.0000 0.0651 0.0011 0.0005 0.1501 3.20E+o8 l.21E+05 0.0866 0.0000 0.0676 0.0012 0.0005 0.1559 3.12E+o8 1.18E+o5 0.0844 0.0000 0.0660 0.0011 0.0005 0.1520 4.06E+08 l.54E+o5 0.1097 0.0000 0.0857 0.0015 0.0006 0.1974 3.50E+o8 l.33E+o5 0.0946 0.0000 0.0739 0.0013 0.0006 0.1703 3.32E+o8 1.26E+o5 0.0899 0.0000 0.0702 0.0012 0.0005 0.1618 3.24E+o8 1.23E+o5 0.0875 0.0000 0.0683 0.0012 0.0005 0.1575 3.04E+o8 1.15E+o5 0.0822 0.0000,

0.0642 0.0011 0.0005 0.1480 4.61E+o8 l.75E+o5 0.1247 0.0000 0.0974 0.0017 0.0007 0.2245 2.32E+o8 8.80E+o4 0.0627 0.0000 0.0490 0.0008 0.0004 0.1129 5.21E+o7 l.98E+o4 0.0141 0.0000 0.0110 0.0002 0.0001 0.0254 9.75E+o6 3.70E+o3 0.0026 0.0000 0.0021 0.0000 0.0000 0.0047 1.16E+o8 4.42E+o4 0.0315 0.0000 0.0246 0.0004 0.0002 0.0567 7.30E+o7 2.77E+04 0.0197 0.0000 0.0154 0.0003 0.0001 0.0355 2.65E+o7 1.00E+o4 0.0071 0.0000

'0.0056 0.0001 0.0000 0.0129 l.84E+o7 6.96E+o3 0.0050 0.0000 0.0039 0.0001 0.0000 0.0089 3.26E+o7 l.24E+o4 0.0088 0.0000 0.0069 0.0001 0.0001 0.0159 l.61E+08 6.10E+o4 0.0435 0.0000 0.0340 0.0006' 0.0003 0.0783 1.44E+oB 5.46E+o4

, 0.0389 0.0000 0.0304 0.0005 0.0002 0.0700 l.25E+o8 4.73E+o4 0.0337 0.0000 0.0263 0.0004 0.0002 0.0607 9.54E+o7 3.62E+o4 0.0258 0.0000 0.0201 0.0003 0.0002 0.0464 8.22E+o7 3.12E+o4 0.0222 0.0000 0.0174 0.0003 0.0001 0.0400 9.74E+o7 3.69E+o4 0.0263 0.0000 0.0206 0.0004 0.0002 0.0474 l.02E+o8 3.86E+o4 0.0275 0.0000 0.0215 0.0004 0.0002 0.0495 1.25E+OB 4.74E+o4 0.0338 0.0000 0.0264 0.0005 0.0002 0.0608 l.84E+08 6.96E+o4 0.0496 0.0000 0.0388 0.0007 0.0003 0.0893 1.64E+o8 6.22E+o4 0.0443 0.0000 0.0346 0.0006 0.0003 0.0798 2.02E+o8 7.66E+o4 0.0546 0.0000.

0.0427 0.0007 0.0003 0.0983 2.1 IE+08 8.02E+o4 0.0572 0.0000 0.0447 0.0008 0.0003 0.1029 l.64E+o8 6.21E+o4 0.0443 0.0000 0.0346 0.0006 0.0003 0.0797 l.63E+o8 6.18E+o4 0.0441 0.0000 0.0344 0.0006 0.0003 0.0793 l.91E+o8 7.24E+o4 0.0516 0.0000 0.0403 0.0007 0.0003 0.0929 l.93E+o8 7.32E+o4 0.0522

, 0.0000 0.0408 0.0007 0.0003 0.0939 2.11E+08 8.02E+o4 0.0571 0.0000 0.0446 0.0008 0.0003 0.1029 2.03E+o8 7.71E+o4 0.0550 0.0000 0.0430 0.0007 0.0003 0.0990 l.99E+o8 7.53E+o4 0.0537 0.0000 0.0419 0.0007 0.0003 0.0967 l.85E+08 7.02E+o4 0.0500 0.0000 0.0391 0.0007 0.0003 0.0901 2.03E+o8 7.68E+o4 0.0547 0.0000 0.0428 0.0007 0.0003 0.0986 l.70E+o8 6.45E+o4 0.0460 0.0000 0.0359 0.0006 0.0003 0.0828 1.38E+o8 5.24E+o4 0.0373 0.0000 0.0292 0.0005' 0.0002 0.0672 2.80E+08 1.06E+o5 0.0758 0.0000 0.0592 0.0010' 0.0004 0.1365 3.69E+o8 l.40E+o5 0.0996 0.0000 0.0778 0.0013 0.0006 0.1794 l.IOE+o8 4.19E+o4 0.0298 0.0000

'0.0233 0.0004 0.0002 0.0537

FRSRELEASERECORD

=-

AUxILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

=ZlONSOLUTIONSuc-

,.,.~~

,f, ~~!(/;,/

!Pipe Sectlon

.,:.. *G~=~:1*****.../'!:.Co-6q Sump

• A f. tY.. Mixture ;

~one(.

'.. ~. (pt~~'i ** *. *.. >,

• cpci/m'i

• '::~*;1;4'

.Cone..

(oC~.;,21'.

• 1

. I I... *1**

• • 1*... *1

!cs:137: I PNi-63:"' ':sr-901;:c:.. * :Co-6o. <'c;:;~4:. cs-1.~7

• Ni+/-63:.' *

P~

~l" i'.(~:!;)*~ :,iJJJ!,)

.* ;:1()F*.: ;:*,SQF.:: :;.'.;~~~;**: ;~iS?,F ;,.

Section Cl to OB Sump Position 31 OB I 4.65E+o7 I UIFD I. 3.62E+o7 O.OOE+oO l.03E+07 I l.83E+o7 I* 6.93E+o3 I 0.0049 I 0.0000 I 0.0039 I 0.0001 I 0.0000 I 0.0089 Section C 1 to OB Sumo Position 32 OB 2.72E+o7* I UIFD 2.12E+o7 O.OOE+oO 6.05E+06 I 1.07E+07 I 4.05E+o3 I 0.0029 I 0.0000 I 0:0023 I 0.0000 I 0.0000 I 0.0052 Section Cl to OB Sumo Position 33 OB 2.35E+o7 I UI FD l.83E+o7 0.00E+oO 5.23E+06 I 9.24E+06 I 3.SOE+o3 I 0.0025 I 0.0000 I 0.0020 I 0.0000 I 0.0000 I 0.0045 Section CI to OB Sumo Position 34 OB 2.21E+o7 I UIFD 1.72E+o7 O.OOE+oO 4.91E+06 I 8.67E+o6 I 3.29E+o3 I 0.0023 I 0.0000 I 0.0018 I 0.0000 I 0.0000 I 0.0042 Section D4 to DI Position 0 OB 2.07E+o8 UIFD 1.61E+o8 O.OOE+oO 4.59E+07 I 8.1 IE+o7 I 3.08E+o4 0.0219 0.0000 I 0.0171 0.0003 I 0.0001 I 0.0395 Section D4 to DI Position 1 OB 2.39E+o8 UIFD 1.86E+o8 O.OOE+oO 5.3 IE+07 I 9.38E+07 I 3.56E+o4 0.0253 0.0000 I 0.0198 0.0003 I 0.0001 I 0.0456 Section D4 to D 1 Position 2 OB 3.!7E+08 UIFD 2.47E+o8 0.00E+oO 7.05E+07 I !.25E+08 I 4.72E+o4 0.0337 0.0000 I 0.0263 0.0004 I 0.0002 I 0.0606 Section 04 to Dl Position 3 OB 3.16E+o8 I UIFD I 2.46E+o8 O.OOE+oO 7.02E+07 I !.24E+08 I 4.70E+o4 0.0335 0.0000 I 0.0262 0.0004 I 0.0002 I 0.0604 Section D4 to DI Position 4 OB 3.71E+o8 I UIFD I 2.89E+o8 O.OOE+oO 8c25E+07 I l.46E+08 I 5.53E+o4 0.0394 0.0000 I o.0308 0.0005 I 0.0002 I o.0709 Section D4 to Dl Position 5 OB 3.27E+o8 I UIFD I 2.54E+o8 O.OOE+oO 7.26E+07 I *1.28E+08 I 4.86E+o4 0.0347 0.0000 I 0;0271 0.0005 I 0.0002 I 0.0624 Section D4 to Dl Position 6 OB 4.71E+o8 I UIFD 3.66E+o8 0.00E+OO I l.05E+08 I l.85E+o8 I 7.00E+o4 0.0499 0.0000 I 0.0390 0.0007 I 0.0003 0.0899 Section D4 to DI Position 7 OB 4.02E+o8 I UIFD 3.!3E+08 O.OOE+oO I' 8.93E+o7 I l.58E+o8 I 5.99E+o4 0.0427 0.0000 I o.0333 0.0006 I 0.0002 0.0768.

Section D4 tO DI Position 8 OB 4.56E+o8 I UlFD 3:55E+o8 O.OOE+oO I 1.0IE+08 I l.79E+o8 I 6.79E+o4 0.0484 0.0000 I 0.0378 0.0006 I 0.0003 0.0872 Section 04 to Dl Position 9 OB 9.39E+o8 I UIFD 7.31E+o8 0.00E+oO I 2.09E+08 I 3.69E+08 I l.40E+o5 0.0997 0.0000 I 0.0779 0.0013 I 0.0006 0.1794 Section 04 to D 1 Position 10 OB 8.17E+o8 I UlFD 6.35E+o8 O.OOE+oO I 1.81E+08 I 3.21E+o8 I l.22E+o5 0.0867 0.0000 I 0.0677 0.0012 I 0.0005 0.1560 Section D4 to 01 Position I 1 OB 5.54E+o8 I UI FD 4.31E+o8 O.OOE+oO I l.23E+08 I 2.17E+08 I 8.24E+o4 0.0587 0.0000 I o.0459 0.0008

• 1 0.0003 0.1058 Section D4 to D 1 Position 12 OB 5.12E+o8 I UIFD 3.98E+o8 O.OOE+oO I 1.14E+08 I 2.0IE+o8 I 7.63E+o4 0.0544 0.0000 I 0.0425 0.0007 I 0.0003 0.0979 Section 04 to Dl Position 13 OB 6.19E+o8* I UIFD 4.82E+o8 O.OOE+oO I l.38E+08 'I 2.43E+o8 I 9.22E+o4 0.0657 0.0000 I 0.0513 0.0009 I 0.0004 0.1183 Section D4 to D 1 Position 14 OB 6.21E+o8 I UlFD 4.83E+o8 O.OOE+oO I 1.38E+o8 I 2.44E+o8 I 9.24E+o4 0.0659 0.0000 I o.0515 0.0009 I 0.0004 0.1186 Section 04 to 01Position15 OB 4.12E+o8 I UIFD 3.21E+o8 O.OOE+oO I 9.16E+07 I !.62E+08 I 6.14E+o4 0.0437 0.0000 I o.0342 0.0006 I 0.0003 0.0788 Section 04 to D 1 Position 16 OB 5.29E+o8 I UIFD 4.!2E+08 O.OOE+oO I 1.18E+08 I 2.08E+o8 I 7.88E+o4 0.0562 0.0000 I o.0439 0.0007 I 0.0003 0.1011 Section D4 to 01 Position 17 OB 6.45E+o8 I Ul FD 5.02E+08 O.OOE+oO I 1.43E+08 I 2.53E+08 I 9.61E+o4 0.0685 0.0000 I 0.0535 0.0009 I 0.0004 0.1233 Section D4 to DI Position 18 OB 4.29E+08 I UIFD 3.34E+o8*

O.OOE+oO I 9.54E+07 I !.69E+08 I 6.39E+o4 0.0456 0.0000 I o.0356 0.0006 I 0.0003 0.0820 Section D4 to DI Position 19 OB l.96E+o8 I Ul FD 1.52E+08 0.00E+oO 4.35E+07 I 7.69E+07

• 2.9!E+o4 0.0208 0.0000 I 0.0162 0.0003 I 0.0001 0.0374 Section D4 to DI Position 20 OB 4.41E+o7 I UlFD 3.43E+o7 O.OOE+OO 9.79E+06 I* l.73E+o7 6.56E+o3 0.0047 0.0000 I o.0037 0-.0001 I 0.0000 0.0084 Section D 1 to Sumo B Position 0 OB l.79E+o8 I UIFD l.40E+08 O.OOE+oO 3.99E+07 I 7.04E+o7 2.67E+o4 0.0190 0.0000 I o.0149 0.0003 I 0.0001 0.0343 Section DI to Sumo B Position 2 OB l.74E+o8 I UIFD l.35E+o8 0.00E+oO 3,86E+07 I 6.82E+o7 2.59E+04 0.0184 0.0000 I o.o 144 0.0002 I 0.0001 0.0332 Section D l to Sumo B Position 3 OB l.31E+o8 I UIFD 1.02E+o8 O.OOE+oO 2.90E+o7, I 5.13E+o7

.1.94E+o4 0.0139 0.0000 I 0.0108 0.0002 I 0.0001 0.0249 Section D 1 to Sumo B Position 4 OB 1.66E+o8 I Ul FD l.29E+o8 O.OOE+oO 3.69E+o7' I' 6.53E+o7 2.47E+o4 0.0176.

0.0000 I o.0138 0.0002 I 0.0001 0.0318 Section DI to Sump B Position 5 OB 1.95E+o8 I UlFD l.52E+o8 O.OOE+oO 4.33E+07 I 7.66E+o7. 2.90E+o4 0.0207 0.0000 I 0.0162 0.0003 I 0.0001 0.0373 Section DI to Sumo B Position 6 OB l.56E+o8 I UIFD l.2!E+o8 O.OOE+OO I 3.47E+07 6.13E+o7 2.32E+o4 0.0166*

0.0000, I 0.0129 0.0002 I o.ooo I 0.0298 Section Dl to Sumo B Position 7 OB 1.52E+o8' I UIFD 1.18E+o8 O.OOE+oO I 3.38E+07 5.98E+o7 2.27E+o4 0.0162 0.0000 I o.o 126 0.0002 I 0.0001 0.0291 Section DI to Sump B Position 8 OB

!.54E+o8 I UIFD 1.20E+08 O.OOE+oO I 3.42E+o7 6.05E+o7 2.29E+o4 0.0163 0.0000 I 0.0128 0.0002 I 0.0001 0.0294 Section DI to Sumo B Position 9 OB 1.90E+o8 I UI FD l.48E+08 0.00E+OO I 4.22E+07 7.46E+o7 2.83E+o4 0.0202 0.0000 I 0.0157 0.0003 I 0.0001 0.0363 Section Dl to Sumo B Position 10 OB l.10E+o8 I UIFD 8.56E+o7 O.OOE+OO I 2.45E+07 I *4.32E+07 I' l.64E+04 0.0117 0.0000 I 0.0091 0.0002 I 0.0001 0.0210.

Section Dl to Sumo B Position 11 OB I.I 7E+o8 UIFD 9.l IE+o7 O.OOE+oO 2.60E+o7 I 4.60E+o7 1.74E+o4 0.0124 0.0000 I 0.0097 0.0002 0.0001 0.0224 Section DI to Sumo B Position 12 OB l.89E+08 UIFD l.47E+o8 O.OOE+oO 4.20E+07 I 7.42E+o7 2.81E+o4 0.0201 0.0000

• I o.o 157 0.0003 0.0001 0.0361 Section D l to Sump B Position 13 OB 2.23E+o8 UlFD 1.73E+o8 O.OOE+OO 4.94E+07 I. 8.74E+o7 3.31E+04 0.0236 0.0000 I *0.0184 0.0003 0.0001 0.0425 Section Dl to Sumo B Position 14 OB 2.20E+o8 UlFD l.71E+o8 O.OOE+oO 4.89E+07 I 8.64E+o7 3.28E+o4 0.0233 0.0000 I o.o 182 0.0003 0.0001 0.0420 Section 01 to Sumo B Position 15 OB 2.32E+08 UlFD l.80E+o8 O.OOE+OO 5.16E+o7 I. 9.l IE+o7 3.45E+o4 0.0246 0.0000 I 0.0192 0.0003 0.0001 0.0443 Section DI to Sump B Position 16 OB 6.78E+o7 I UIFD I 5.27E+o7 I O.OOE+oO I l.51E+07 I 2.66E+o7 I 1.0!E+o4 0.0072' 0.0000 I 0.0056 I 0.0001 I 0.0000 I 0.0129 Section 01 to Sumo B Position 17 OB 2.0IE+o7 I UIFD I !.57E+o7 I O.OOE+OO I 4.47E+06 I 7.91E+o6 I 3.00E+03 0.0021 0.0000 *I 0.0017 I 0.0000 I 0.0000 I 0.0038 Section D2 to Header Position Zero OB 4.59E+08 I UIFD I 3.57E+o8 I O.OOE+oO I l.02E+08 I l.80E+08 I 6.83E+04 0.0487 0.0000 I o.0380 I 0.0006 I 0.0003 I 0.0876

[63]

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05 l l 9A Pipe Section Sump Section 02 to Header Position I OB Section 02 to Header Position 2 OB Section 02 to Header.Position 3 OB Section 02 to Header Position 4 OB Section 02 to Header Position 5 OB Section 02 to Header Position 6 OB Section 02 to Header Position 7 OB Section 02 to Header Position 8 OB Section 02 to Header Position 9 OB Section E6 to ES Position Zero OB Section E6 to ES Position 1 OB Section E6 to ES Position 2 OB Section E6 to ES Position 3 OB Section E6 to ES Position 4 OB Section E6 to ES Position 5 OB Section E6 to ES Position 6 OB Section E6 to ES Position 7 OB Section E6 to ES Position 8 OB Section E6 to ES Position 9 OB Section E6 to ES Position 10 OB Section E6 to ES Position 11 OB Section E6 to ES Position 12 OB Section E6 to ES Position 13 OB Section E6 to ES Position 14 OB

. Section E6 to ES Position 15 OB Section E6 to E5 Position 16 OB Section E6 to ES Position 17 OB Section E6 to ES Position 18 OB Section E6 to E5 Position 19 OB Section E6 to ES Position 20 OB Section E6 to ES Position 21 OB Section E6 to ES Position 22 OB Section E6 to ES Position 23 OB Section E6 to ES Position 24 OB Section E6 to ES Position 2S OB Section E6 to ES Position 26 OB Section E6 to ES Position 27 OB Section E6 to ES Position 28 OB Section E6 to ES Position 29 OB Section E6 to ES Position 30 OB Section ES to E4 *Position 0 OB Section ES to E4 Position I OB Section ES to E4 Position 2 OB Gross Gamma Activlty

(oCilm2) 2.45E+-08 2.30E+-08 2.07E+-08 Co-60 Mixture Cone.

(oCilm2)

UlFD 1.91E+-08 Ul FD l.79E+08 UlFD 1.61E+-08 Cs-134 CoUq.

foCif~2)

O.OOE+-00 O.OOE+OO 0.00E+-00 Cs-137 Ni-63

• Cone, I * *.Cone..

(oCi/m2)

'(oCilm2) 5.44E+-07 9.62E+-07 5.l IE+07 9.03E+07 4.59E+-07 8.l 1E+07 Sr-90 Con~,.

roCilin2l 3.65E+-04 3.42E+-04 3.08E+-04 1.55E+-08 UlFD 1.21E+-08 0.00E+-00 3.44E+-07 6.08E+-07 2.31E+-04 2.55E+-07 UlFD 1.99E+-07 0.00E+-00 5.67E+-06 1.00E+-07 3.80E+-03 1.1 lE+-07 UlFD 8.67E+06 O.OOE+OO 2.48E+-06 4.37E+06 1.66E+-03 1.22E+-07 UlFD 9.48E+06 O.OOE+-00 2.7!E+-06 4.78E+-06 1.81E+-03 9.76E+-06 UlFD 7.59E+-06 O.OOE+-00 2.17E+-06 3.83E+06 1.45E+-03 1.49E+-07 UlFD 1.16E+-07 O.OOE+-00 3.31 E+06 5.84E+06 2.22E+03 4.20E+-08 UIFD 3.27E+-08 0.00E+-00 9.34E+-07 1.65E+-08 6.26E+04 2.67E+-08 UlFD 2.08E+08 O.OOE+-00 5.94E+-07.

1.05E+-08 3.98E+-04 6.74E+-08 UlFD 5.24E+08 O.OOE+-00, 1.50E+-08 2.65E+-08 1.00E+-05 7.08E+-08 UlFD 5.51E+-08 O.OOE+-00 1.57E+-08 2.78E+-08 1.05E+-05 6.21E+-08 UIFD 4.83E+-08 O.OOE+-00 1.38E+-08 2.44E+-08

.9.24E+-04 5.94E+-08 UlFD 4.62E+08 0.00E+OO l.32E+08 2.33E+-08 8.84E+-04 5.86E+-08 UlFD 4.56E+-08 O.OOE+-00 1.30E+08 2.30E+-08 8.72E+-04 5.74E+-08 UlFD 4.46E+-08 O.OOE+-00 l.27E+-08 2.25E+-08 8.54E+-04 5.24E+-08 UlFD 4.08E+-08 O.OOE+-00 1.16E+08 2.06E+-08 7.80E+-04 4.1 lE+-08 UlFD 3.19E+-08 O.OOE+-00 9.12E+-07 l.61E+-08 6.l lE+-04 4.30E+-08 UlFD 3.35E+-08 O.OOE+-00 9.56E+-07 l.69E+-08 6.40E+-04 3.89E+-08 UlFD 3.03E+-08 0.00E+-00 8.65E+-07 l.53E+-08 5.80E+-04 3.21E+08 UIFD 2.49E+-08 O.OOE+OO 7.12E+07 l.26E+-08 4.77E+-04 2.97E+-08 UIFD 2.3 lE+-08 O.OOE+-00 6.60E+-07 1.17E+-08 4.42E+-04 3.08E+-08 UlFD 2.40E+-08 O.OOE+-00 6.85E+-07 l.2 lE+-08 4.59E+-04 3.19E+-08 UlFD 2.48E+-08 0.00E+-00 7.08E+07 l.25E+-08 4.75E+-04 2.74E+-08 UlFD 2.13E+-08 O.OOE+-00 6.08E+07 l.07E+-08 4.07E+-04 3.05E+-08 UIFD 2.38E+-08 0.00E+-00 6.79E+-07 1.20E+-08 4.55E+-04 3.45E+-08 UlFD 2.68E+08

• O.OOE+OO 7.66E+07 l.35E+-08 5.13E+04 2.36E+08 UIFD 1.84E+-08 O.OOE+-00 5.25E+-07 9.28E+07 3.52E+-04

!.68E+-08 UlFD l.31E+-08 O.OOE+-00 3.74E+07 6.61E+-07 2.51E+-04 1.55E+-08 UlFD 1.21E+08 O.OOE+-00 3.45E+07 6.09E+07 2.31E+-04 1.73E+-08 UlFD l.34E+08 0.00E+-00 3.84E+07 6.78E+-07 2.57E+-04 2.37E+-08 UIFD 1.85E+08 O.OOE+-00 5.27E+-07 9.32E+-07 3.53E+-04 2.50E+-08 UlFD l.94E+-08 0.00E+-00 5.56E+07 9.81E+-07 3.72E+04 2.3 lE+-08 UlFD 1.80E+08 O.OOE+-00 5.13E+07 9.07E+-07

. 3.44E+-04 l.85E+-08 UlFD 1.44E+08 O.OOE+-00 4.12E+07 7.27E+07 2.76E+-04

!.64E+-08 UlFD 1.28E+08 O.OOE+-00 3.64E+07 6.43E+-07 2.44E+-04 1.89E+-08

• UlPD 1.47E+08 O.OOE+-00 4.21E+-07 7.44E+-07 2.82E+-04

!.88E+-08 UlFD 1.47E+-08 O.OOE+-00 4.18E+07 7.39E+07.

2.80E+-04 5.27E+-07 UlFD 4.10E+07 O.OOE+-00 1.17E+07 2.07E+07 7.84E+-03 4.24E+-08 UlFD 3.30E+08 O.OOE+-00 9.41E+07 1.66E+08 6.31E+-04 4.99E+-08 UlFD 3.88E+08 0.00E+-00 1.11E+08 1.96E+08 7.43E+-04 3.62E+-08 UIFD 2.82E+-08 O.OOE+-00 8.05E+-07 1.42E+-08 5.39E+-04

[64]

Co-60 SOP 0.0260 0.0244 0.0219 0.0164 0.0027 0.0012 0.0010 0.0016 0.0446 0.0284 0.0715 0.0751 0.0659 0.0630 0.0622 0.0609 0.0556 0.0436 0.0456 0.0413 0.0340 0.0315 0.0327 0.0338 0.0290 0.0324 0.0366 0.0251 0.0179 0.0165 0.0183 0.0252 0.0265 0.0245

~*

ZIONSOLUTIONS;:u

.Cs-134

... $OF 0.0000 0.0000 0.0000 Cs-137 SOF' 0.0191 0.0171 Ni-63 SOF 0.0003 0.0003 0.0003

~-......

Sr-90 SOF 0.0002 0.0001 0.0001 SOP 0.0468 O.Q439 0.0395 0.0000 0.0128 0.0002 0.0001 0.0296 0.0000 0.0021 0.0000 0.0000 0.0049 0.0000 0.0009 0.0000 0.0000 0.0021 0.0000 0.0010 0.0000 0.0000 0.0023 0.0000 0.0008 0.0000 0.0000 0.0019 0.0000 0.0012 0.0000 0.0000 0.0028 0.0000 0.0348 0.0006 0.0003 0.0803 0.0000 0.0222 0.0004 0.0002 0.0511 0.0000 0.0559 0.0010 0.0004 0.1287 0.0000 0.0587 0.0010 0.0004 0.1352 0.0000 0.0515 0.0009 0.0004

0. 1186 0.0000 0.0492 0.0008 0.0004 0.1135 0.0000 0.0486 0.0008 0.0004 0.1119 0.0000 0.0475 0.0008 0.0004 0.1096 0.0000 0.0434 0.0007 0.0003 0.1001 0.0000 0.0340 0.0006 0.0003.

0.0785 0.0000 0.0357 0.0006 0.0003 0.0822 0.0000 0.0323 0.0006 0.0002 0.0744 0.0000 0.0266 0.0005 0.0002 0.0612 0.0000 0.0246 0.0004 0.0002 0.0568 0.0000 0.0256 0.0004 0.0002 0.0589 0.0000 0.0264 0.0005 0.0002 0.0609 0.0000 0.0227 0.0004 0.0002 0.0523 0.0000 0.0253 0.0004 0.0002

. 0.0584 0.0000 0.0286 0.0005 0.0002 0.0658 0.0000 0.0196 0.0003 0.0001 0.0452 0.0000 0.0140 0.0002 0.0001 0.0322 0.0000.

• 0.0129 0.0002 0.0001 0.0296 0.0000 0.0143 0.0002 0.0001 0.0330 0.0000 0.0197 0.0003 0.0001 0.0453 0.0000 0.0207 0.0004 0.0002 0.0478 0.0000 0.0191 0.0003 0.0001 0.0441 0.0197

. 0.0000 0.0154 0.0003 0.0001 0:0354 0.0174 0.0000 0.0136 0.0002 0.0001 0.0313 0.0201 0.0000 0.0157 0.0003 0.0001 0.0362 0.0200 0.0000 0.0156 0.0003 0.0001 0.0360 0.0056 0.0000 0.0044 0.0001 0.0000 0.0101 0.0450 0.0000 0.0351 0.0006 0.0003 0.0809 0.0529 0.0000 0.0414 0.0007 0.0003 0.0953 0.0384 0.0000 0.0300 0.0005 0.0002 0.0692

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A I* c*4;'

• .. */',,. :

GrOss,,,. :

pt.;;,,,*;,.*~~~0~,:t; b;:;;;;

• ~t~:

Gamma "Activity

• lnCi!m'i Section ES to E4 Position 3 OB 3.60E+o8 Section ES to E4 Position 4 OB 3.59E+08 Section E5 to E4 Position 5 OB 3.85E+o8 Section ES to E4 Position 6 OB 4.04E+o8 Section ES to E4 Position 7 OB 3.57E+o8 Section ES to E4 Position 8 OB.

3.62E+o8 Section ES to E4 Position 9 OB 2.62E+08 Section ES to E4 Position 10 OB 3.49E+08 Section ES to E4 POsition 11 OB 3.75E+08 Section ES to E4 Position 12 OB 4.l IE+o8 Section ES to E4 Position 13 OB 3.77E+08 Section ES to E4 Position 14

. OB 3.44E+o8 Section E5 to E4 Position 15 OB 3.80E+08 Section ES to E4 Position 16 OB 4.15E+o8 Section E5 to E4 Position 17 OB 3.97E+o8 Section ES to E4 Position 18 OB 3.62E+o8 Section E5 to E4 Position 19 OB 3.42E+o8 Section ES to E4 Position 20 OB 3.24E+o8 Section E5 to E4 Position 21 OB 3.22E+o8 Section E5 to E4 Position 22 OB 2.90E+08 Section E5 to E4 Position 23 OB 3c56E+o8 Section E5 to E4 Position 24 OB 4.19E+o8 Section E5 to E4 Position 25 OB 5.40E+o8 Section E5 to E4 Position '26 OB 4.10E+o8 Section E5 to E4 Position 27 OB l.71E+08 Section E5 to E4 Position 28

• OB 5.27E+o7 Section E4 to E3 Position Zero OB 2.72E+o8 Section E4 to E3 Position I OB 2.52E+08 Section E4 to E3 Position 2 OB 3.32E+o8 Section E4 to E3 Position 3 OB 4.38E+o8 Section E4 to E3 Position 4 OB 4.28E+o8 Section E4 to E3 Position 5 OB 5.62E+o8 Section E4 to E3 Position 6 OB 7.90E+o8 Section E4 to E3 Position 7 OB 7.61E+o8 Section E4 to E3 Position 8 OB 7.IOE+o8 Section E4 to E3 *Position 9 OB 6.91E+o8 Section E4 to E3 Position 10 OB.

8.16E+o8 Section E4 to E3 Position I I OB 7.27E+o8 Section E4 to E3 Position 12 OB 6.14E+o8 SeCtion E4 to E3 Position 13 OB 7.35E+o8 Section E4 to E3 Position 14 OB 6.96E+08 Section E4 to E3 Position 15 OB 6.56E+o8 Section E4 to E3 Position 16 OB 7.1 IE+o8 l~j~:~

1' co-60

• 'cs-134 *

';.ci;J~7; vcotlc.. "

Colic.~ 4

• Cone.*

• r~cil;,,:) *' * (JcSi!m'Y

.(ilturtl~**

UIFD 2.80E+o8 O.OOE+oO 8.0IE+07 UIFD 2.79E+o8 O.OOE+OO 7.98E+o7 UlFD 2.99E+o8 O.OOE+OO 8.55E+07 UIFD 3.14E+o8 0.00E+oO 8.98E+o7 UIFD 2.77E+o8 0.00E+oO 7.92E+07 UIFD 2.82E+08 O.OOE+oO 8.05E+07 UIFD 2.04E+08 O.OOE+oO 5.83E+07 UIFD 2.71E+o8 0.00E+oO

• 7.75E+07 UIFD 2.92E+o8 O.OOE+oO 8.34E+07 UIFD. 3.20E+o8 0.00E+oO*

9.13E+07 UIFD. 2.94E+o8 O.OOE+oO 8.38E+07 UIFD 2.68E+o8

.O.OOE+oO 7.65E+07 UIFD 2.96E+o8 0.00E+oO 8.44E+07 UIFD 3.23E+o8 O.OOE+oO 9.22E+07 UIFD 3.09E+o8 0.00E+oO 8.83E+07 UIFD 2.82E+o8 O.OOE+oO 8.05E+o7 UIFD 2.66E+o8 O.OOE+oO 7.60E+07 UIFD 2.52E+08 0.00E+oO 7.20E+07 UIFD 2.50E+08 O.OOE+oO*

7.15E+07 UIFD 2.25E+o8

• O.OOE+oO 6.44E+07 UIFD 2.77E+o8 O.OOE+oO 7.91E+07 UIFD. 3.26E+o8 O.OOE+oO

• 9.32E+07 UIFD 4.20E+o8 O.OOE+oO 1.20E+08 UIFD 3.19E+o8 O.OOE+OO' *9.10E+07 UIFD L33E+o8 O.OOE+oO 3.80E+07 UIFD

.4.IOE+o7 O.OOE+oO l.17E+o7 UIFD 2.l IE+o8 0.00E+oO 6.04E+07 UIFD 1.96E+o8

• O.OOE+oO 5.60E+o7 UIFD 2.58E+o8 O.OOE+oO 7.37E+07 UIFD 3.41E+o8 0.00E+oO, 9.73E+07 UIFD 3.33E+o8

'0.00E+oO 9.50E+o7 UIFD 4.37E+o8 0.00E+oO 1.25E+o8 UlFD 6.14E+o8 O.OOE+oO 1.75E+o8 UIFD 5.92E+o8 O.OOE+oO l.69E+08 UIFD 5.52E+o8 O.OOE+OO l.58E+08 UIFD 5.38E+o8 O.OOE+oO 1.54E+08 UIFD*

6.34E+08 0.00E+oO' 1.81E+08 UIFD 5.66E+o8 O.OOE+oO 1.62E+o8 UIFD 4.78E+o8 O.OOE+oO I.36E+o8 UIFD 5.71E+o8 O.OOE+oO l.63E+08 UIFD 5.41E+o8 O.OOE+oO' 1.55E+08 UIFD 5.IOE+o8 O.OOE+OO!

1.46E+08 UIFD 5.53E+o8 O.OOE+OO l.58E+o8

[65]

~

ZIONSOLUTIONSuc

M---

• 'i!::If!

~sr-~o.

~~iv c;~~~{~

.1f.J3 i'f~b~j };~~~,*

*Gone:. :

)

• \\~<:~~:)' l'r;.

SOF

. foCi/m'l

• ,.~,,

l.41E+o8

• 5.36E+o4 0.0382 0.0000 0.0299 0.0005 0.0002 0.0688 l.41E+o8 5.34E+o4 0.0381 0.0000 0.0298 0.0005 0.0002 0.0686 l.51E+08 5.73E+04 0.0408 0.0000 0.0319 0.0005 0.0002 0.0735 l.59E+o8 6.02E+o4 0.0429 0.0000 0.0335 0.0006 0.0002 0.0772 1.40E+08 5.31E+o4 0.0378 0.0000 0.0295 0.0005 0.0002 0.0681 1.42E+o8 5.40E+04 0.0385 0.0000 0.0300 0.0005 0.0002 0.0692 l.03E+08 3.91E+o4 0.0279 0.0000 0.0218 0.0004 0.0002 0.0501 1.37E+o8 5.19E+o4 0.0370 0.0000.

0.0289 0.0005 0.0002 0.0666 I.47E+o8 5.59E+o4 0.0398 0.0000 0.0311 0.0005 0.0002 0.0717 l.61E+o8 6.12E+o4 0.0436 0.0000 0.0341 0.0006*

0.0003 0.0785 l.48E+o8 5.62E+o4 0.0400 0.0000 0.0313 0.0005 0.0002 0.0721 I.35E+o8 5.13E+o4 0.0365 0.0000 0.0286 0.0005 0.0002 0.0658 1.49E+o8

'5.66E+o4 0.0403

.0.0000 0.0315 0.0005 0.0002 0.0726 l.63E+o8 6.17E+o4 0.0440 0.0000 0.0344 0.0006 0.0003 0.0792 l.56E+o8 5.92E+04 0.0422 0.0000 0.0329 0.0006 0.0002 0.0759 l.42E+08 5.40E+o4 0.0385 0.0000 :

0.0300 0.0005 0.0002 0.0692 l.34E+08 5.09E+o4 0.0363 0.0000 0.0284 0.0005 0.0002 0.0654 1.27E+o8 4.82E+04 0.0344 0.0000.

0.0269 0.0005 0.0002 0.0619 1.26E+o8 4.79E+o4 0.0341 0.0000.

0.0267.

0.0005 0.0002 0.0615 1.14E+o8 4.31E+o4 0.0307 0.0000 0.0240 0.0004 0.0002 0.0553 1.40E+o8 5.30E+o4 0.0378 0.0000 0.0295 0.0005 0.0002 0.0680 1.65E+o8 6.24E+o4 0.0445 0.0000 0.0348 0.0006 0.0003

.0.0801 2.12E+o8 8.03E+o4 0.0573 0.0000 0.0447 0.0008 0.0003 0.1031 1.61E+o8 6.10E+04 0.0434 0.0000 0.0339 0.0006 0.0003 0.0782 6.72E+o7 2.55E+o4 0.0182 0.0000 0.0142 0.0002 0.0001 0.0327 2.07E+07 7.84E+o3 0.0056 0.0000.

0.0044 0.0001 0.0000 0.0101 1.07E+o8 4.04E+04 0.0288 0.0000 0.0225 0.0004 0.0002 0.0519 9.90E+o7 3.75E+o4 0.0268 0.0000 Q.0209 0.0004 0.0002 0.0482 1.30E+o8 4.94E+o4 0.0352 0.0000 0.0275 0.0005 0.0002 0.0633 1.72E+08 6.52E+o4 0.0465 0.0000 0.0363 0.0006 0.0003 0.0837 l.68E+o8 6.37E+o4 0.0454 0.0000 0.0355.

0.0006 0.0003 0.0817 2.20E+o8 8.36E+o4 0.0596 0.0000 0.0466 0.0008 0.0003 0.1073 3.IOE+o8 1.18E+o5

. 0.0838 0.0000 0.0655 0.0011 0.0005 0.1508 2.99E+o8

• 1.13E+05 0.0808 0.0000 0.0631 0.0011 0.0005 0.11\\54

.. 2.79E+o8 I.06E+o5 0.0753 0.0000 0.0588 0.0010 0.0004 0.1356 2.7JE+o8 1.03E+o5 0.0734 0.0000 0.0573 0.0010 0.0004 0.1321 3.20E+o8 1.21E+o5 0.0865 0.0000 0.0676 0.0012 0.0005 0.1558 2.85E+08 1.08E+o5 0,0772 0.0000 0.0603 0.0010 0.0004 0.1389 2.41E+o8 9.14E+o4 0.0651 0.0000 0.0509 0.0009 0.0004 0.1173 2.88E+o8 J:09E+05 0.0779 0.0000 0.0609 0.0010 0.0005 0.1403 2.73E+08 1.04E+o5*

0.0738 0.0000 0.0577 0.0010 0.0004 0.1329 2.58E+08 9.77E+o4 0.0696 0.0000 0.0544 0.0009 0.0004 0.1253 2.79E+08 1.06E+o5 0.0755 0.0000 0.0590 0.0010 0.0004 0.1359

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Section

• sump

Gamma, Activity

.. (oCi/m2l Section E4 to E3 Position 17 OB 7.92E+o8 Section E4 to E3 Position 18 OB 7.84E+o8 Section E4 to E3 Position 19 OB 8.44E+o8 Section E4 to E3 Position 20 OB 8.58E+o8 Section E4 to E3 Position 21 OB 7.42E+o8 Section E4 to E3 Position 22 OB 8.86E+o8 Section E4 to E3 Position 23 OB 1.09E+o9.

Section E4 to E3 PoSition 24 OB 9.59E+o8 Section E4 to E3 Position 25 OB 9.36E+o8 Section E4 to E3 Position 26 OB l.28E+o9 Section E4 to E3 Position 27 OB 7.43E+o8 Section E4 to E3 Position 28 OB 9.44E+o7 Section E4 to E3 Position 29_

OB 7.91E+o7 Section E3 to E2 Position 0 OB 3.18E+o8 Section E3 to E2 Position I OB 4.76E+o8 Section E3 to E2 Position 2 OB 5.16E+o8 Section E3 to E2 Position 3 OB 4.00E+o8 Section E3 to E2 Position 4 OB 3.60E+o8 Section E3 to E2 Position 5 OB 3.66E+o8 Section E3 to E2 Position 6 OB 3.29E+o8 Section E3 to E2 Position 7.

OB 4.IOE+o8 Section E3 tO E2 Position 8 OB 4.49E+o8 Section E3 to E2 Position 9 OB 5.05E+o8 Section E3 to E2 Position IO OB 5.53E+o8 Section E3 to E2 Position 11 OB 6.12E+08 Section E3 to E2 Position 12 OB 5.06E+o8 Section E3 to E2 Position 13 OB 5.59E+o8 Section E3 to E2 Position 14 OB 6.15E+o8 Section E3 to E2 Position 15 OB 6.53E+o8 Section E3 to E2 Position 16 OB 5.71E+o8

. Section E3 to E2 Position "17 OB 5.43E+o8.

Section E3 to E2 Position 18 OB 4.21E+o8 Section E3 to E2 Position 19 OB 6.I IE+o8 Section E3 to E2 Position 20 OB 6.97E+o8 Section E3 to E2 Position 21 OB 8.06E+08*

Section E3 to E2 Position 22 OB 7.41E+o8 Section E3 to E2 Position 23 OB 8.30E+08 Section E3 to E2 Position 24 OB 9.14E+o8' Section E3 to E2 Position 25 OB 8.88E+o8*

Section E3 to E2 Position 26 OB 8.70E+o8*

Section E3 to E2 Position 27

.OB 4.35E+08 Section E3 to E2 Position 28 OB 4.32E+o8 Section E3 to E2 Position 29 OB 4.28E+08 Mixtuk UlFD UIFD UIFD UIFD UlFD UIFD UIFD UlFD UIFD UIFD UIFD UlFD UIFD UIFD UlFD UIFD UIFD UlFD U!FD UIFD UIFD UlFD UIFD UIFD UIFD UIFD UIFD UtFD UIFD UIFD UlFD UlFD UIFD UIFD UIFD UIFD UlFD UIFD UIFD UIFD U!FD UlFD UlFD Co-60 Cs-i34 Cs-137 Ni-63

<cone.

Cone.

Cone.

',~

Cone.

<oCilm~l

<oCi!m2l (oCi/m2)

!nCi/m2) 6.16E+o8 0.00E+oO l.76E+o8 3.1 IE+08 6.IOE+o8.

O.OOE+oO l.74E+08 3.08E+08 6.57E+o8 0.00E+oO l.88E+o8 3.31E+o8 6.68E+08 0.00E+oO l.91E+08 3.37E+o8 5.77E+o8 O.OOE+oO 1.65E+08 2.91E+o8 6.89E+08 0.00E+oO l.97E+08 3.48E+o8 8.45E+o8 0.00E+oO 2.41E+08 4.26E+o8 7.46E+o8 0.00E+oO 2.13E+08 3.76E+o8 7.28E+o8 O.OOE+oO 2.08E+08

• 3.67E+o8 9.99E+o8 O.OOE+oO 2.85E+08 5.04E+o8 5.78E+o8 0.00E+oO l.65E+08 2.92E+o8 7.35E+o7 O.OOE+oO 2.10E+07 3.71E+o7 6.15E+o7 O.OOE+oO l.76E+07 3.1 IE+o7 2.47E+o8 O.OOE+oO 7.06E+o7 l.25E+o8 3.70E+o8 0.00E+oO l.06E+o8 1.87E+08 4.02E+o8 0.00E+oO 1.15E+08 2.03E+o8 3.1 IE+o8 O.OOE+oO 8.89E+07 1.57E+o8 2.80E+o8 0.00E+oO 7.99E+07 l.41E+o8 2.85E+o8 0.00E+OO 8.13E+07 1.44E+08 2.56E+o8 0.00E+OO 7.31E+o7 1.29E+o8 3.19E+o8 O.OOE+oO 9,10E+07 1.61E+o8 3.49E+o8 0.00E+oO 9.97E+o7 1.76E+o8 3.93E+o8 O.OOE+oO 1.12E+08 1.98E+o8 4.30E+o8 0.00E+oO l.23E+o8 2.17E+o8 4.76E+o8 O.OOE+oO l.36E+08 2.40E+o8 3.93E+o8 O.OOE+oO 1.12E+08 l.99E+o8 4.35E+o8 O.OOE+oO L24E+08 2.20E+o8 4.78E+o8 O.OOE+oO 1.37E+o8 2.41E+08 5.08E+o8 O.OOE+OO 1.45E+08 2.56E+o8 4.44E+o8 0.00E+oO l.27E+o8 2.24E+o8 4.22E+o8 O.OOE+oO 1.21E+08 2.13E+o8

• 3.27E+o8 0.00E+oO 9.35E+07 1.65E+o8.-

4.75E+o8 O.OOE+OO l.36E+08 2.40E+o8

• 5.42E+o8 O.OOE+oO 1.55E+08 2.74E+o8

• 6.27E+08 0.00E+oO l.79E+08 3.17E+08 5.77E+08 O.OOE+oO l.65E+o8 2.91E+o8

• 6.45E+08 0.00E+oO

• l.84E+08 3.26E+08 7.l IE+o8 O.OOE+oO 2.03E+08 3.59E+o8 6.90E+o8 O.OOE+oO l.97E+08 3.48E+o8 6.77E+o8 O.OOE+oO l.93E+o8 3.42E+o8.

3.39E+o8 0.00E+oO 9.67E+07 1.71E+o8 3.36E+o8 O.OOE+oO 9.59E+07 1.69E+o8 3.33E+o8 0.00E+oO 9.51E+07 1.68E+o8

[66]

~

ZIONSOLUTIONSuc

M _

g,:90 ConC.

Co-60 cs-134-'

Cs-137 Ni-63 Sr-90 SOF SOF.

SOF

• SOF SOF SOF lnCi/m'1 1.18E+o5 0.0841 0.0000 0.0657 0.0011 0.0005 0.1514 1.17E+05 0.0832 0.0000 0.0650 0.0011 0.0005 0.1497 1.26E+o5 0.0896 0.0000 0.0700 0.0012

.0.0005 0.1613 l.28E+o5 0.0911 0.0000 O.Q71 I 0.0012 0.0005 0.1639 l.IOE+o5 0.0787 0.0000 0.0615 0.0010 0.0005 0.1417 l.32E+o5 0.0940 0.0000 0.0735 0.0013 0.0005 0.1693 l.62E+o5 0.1153 0.0000 0.0901 0.0015 0.0007 0.2075 l.43E+o5 0.1017 0.0000 0.0795 0.0014 0.0006 0.1832 1.39E+o5 0.0993 0.0000 0.0776 0.0013 0.0006 0.1788 1.91E+o5 0.1363 0.0000 0.1065 0.0018 0.0008 0.2455 l.llE+o5 0.0789 0.0000 0.0616 0.0011 0.0005 0:1420 1.41E+o4 0.0100 0.0000 0.0078 0.0001 0.0001 0.0180 1.18E+o4 0.0084 0.0000 0.0066 0.0001 0.0000 0.0151 4.73E+o4 0.0337 0.0000 0.0264 0.0004 0.0002 0.0607 7.09E+o4 0.0505 0.0000

. 0.0395 0.0007 0.0003 0.0910 7.68E+o4 0.0548 0.0000 0.0428 0.0007 0.0003 0.0986 5.96E-\\-04 0.0425 0.0000 0.0332 0.0006 0.0002 0.0765 5.35E+o4 0.0382

. 0.0000 0.0298 0.0005 0.0002 0.0687 5.44E+o4 0.0388.

0.0000 0.0303 0.0005 0.0002 0.0699 4.90E+o4 0.0349 0.0000 0.0273 0.0005 0.0002 0.0629 6.10E+o4 0.0435 0.0000 0.0340 0.0006 0.0003 0.0783 6.68E+o4 0.0476 0.0000 0.0372 0.0006 0.0003 0.0857 7.52E+o4 0.0536 0.0000 0.0419 0.0007 0.0003 0.0965 8.23E+o4 0.0587 0.0000 0.0458 0.0008 0.0003 0.1056 9.l IE+o4

• 0.0650 0.0000 0.0508 0.0009 0.0004 0.1170 7.53E+o4 0.0537 0.0000 0.0419 0.0007 0.0003 0.0966 8.33E+o4 0.0593 0.0000 0.0464 0.0008 0.0003 0.1068 9.15E+o4 0.0652 0.0000.

0.0509 0.0009 0.0004 0.1174 9.71E+04

. 0.0692 0.0000 0.0541 0.0009 0.0004 0.1247 8.50E+o4 0.0606 0.0000 0.0473 0.0008 0.0004. 0.1090 8.08E+04 0.0576 0.0000 0.0450 0.0008 0.0003 0.1037 6.27E+o4 0.0447 0.0000 0.0349 0.0006 0.0003 0.0804 9.09E+04 0.0648 0.0000 0.0506 0.0009 0.0004 0.1167

, 1.04E+o5 0.0739 0.0000 0.0578 0.0010 0.0004 0.1331 1.20E+o5 0.0855 0.0000 0.0668 0.0011 0.0005 0.1540 1.10E+o5 0.0787 0.0000 0.0614 0.0010 0.0005 0.1416 1.24E+o5 0.0880 0.0000 0.0688 0.0012 0.0005 0.1585 l.36E+o5 0.0970 0.0000 0.0758 0.0013 0.0006 0.1747 1.32E+o5 0.0942 0.0000 0.0736 0.0013 0.0005 0.1696 1.30E+o5 0.0923 0.0000 0.0721 0.0012 0.0005 0.1662

.6.48E+o4 0.0462

• o.oooo 0.0361 0.0006 0.0003 0.0832 6.42E+o4 0.0458 0.0000 0.0358 0.0006 0.0003 0.0824 6.37E+o4 0.0454 0.0000 0.0355 0.0006 0.0003 0.0817

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Gamma PiPe Section Swnp Activity rnCilm2l SeCtion E3 to E2 Position 30 OB 2.48E+-08 Section E3 to E2 Position 3*1 OB 2.21E+-07 Section E3 to E2 Position 32 OB 6.62E+-07 Section E2 to EI Position 0 OB l.SIE+-08 Section E2 to El Position I OB 2.40E+-08 Section E2 to El Position 2 '

OB 3.65E+08 Section E2 to El Position 3 OB 5.35E+08 Section E2 to El Position 4 OB 6.79E+-08 Section E2 to El Position 5 OB 9.66E+-08 Section E2 to E 1 Position 6 OB 6.20E+08 Section E2 to El Position 7 OB 5.28E+-08 Section E2 to Et Position 8 OB 7.39E+-08 Section E2 to E 1 Position 9 OB 7.65E+-08 Section E2 to EI Position 10 OB l.06E+-09 Section E2 to El PositiOn 11 OB I.06E+09 Section E2 to EI Position 12 OB 9.29E+-08 Section E2 to E 1 Position 13 OB 5.87E+-08 Section E2 to EI Position I 4 OB 5.SIE+-08 Section E2 to EI Position I 5 OB 5.47E+08 Section E2 to EI Position 16

. OB 6.64E+-08 Section E2 to EI Position 17 OB 6.36E+-08 Section E2 to EI Position 18 OB 6.36E+-08 Section E2 to EI Position 19 OB 5.94E+-08 Section E2 to E 1 Position 20 OB 6.84E+-08 Section E2 to El Position 21 OB 6.96E+08 Section E2 to El Position 22 OB 7.12E+-08 Section E2 to El Position 23 OB 7.96E+08 Section E2 to El Position 24 OB 8.85E+-08 Section E2 to El Position 25 OB 8.62E+-08 Section E2 to EI Position 26 OB 8.23E+-08 Section E2 to El Position 27 OB 6.97E+-08 Section E2 to El Position 28 OB 6.77E+-08 Section E2 to Et Position 29 OB 6.82E+08 Section E2 to EI Position 30 OB 7.43E+08 Section E2 to EI Position 31 OB 6.54E+08 Section E2 to El Position 32 OB 4.74E+-08 Section E2 to EI Position 33 OB 3.88E+08 Section E2 to EI Position 34 OB 5.0IE+-08 Section E2 to EI Position 35 OB 5.26E+08 Section E2 to EI Position 36 OB 5.43E+-08 Section E2 to El Position 37 OB 5.16E+-08 Section E2 to E 1 Position 38 OB 5.43E+08 Section E2 to EI Position 39 OB 6.28E+08 Mixture UIFD UIFD UIFD UIFD UlFD UIFD UlFD UIFD UlFD UlFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD.

UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD Co-60 Cs-134 cs:1n Ni-63.

Conp.

Cone.

Cone.

Cone.

lnCi/rn2l lnCilrn2l (nCilm'l rnCilrn2) l.93E+-08 0.00E+-00 5.50E+07 9.72E+-07 l.72E+-07 O.OOE+-00 4.90E+-06 8.67E+06 5.15E+-07 0.00E+-00 l.47E+-07 2.60E+-07 l.l 7E+-08 0.00E+OO 3.35E+07 5.92E+-07

• 1.87E+-08 O.OOE+OO.

5.33E+-07 9.42E+-07 2.84E+-08 O.OOE+OO 8.1 IE+07 1.43E+08 4.. 16E+-08 0.00E+-00 1.19E+-08 2.IOE+-08 5.28E+-08 0.00E+-00 l.51E+08 2.67E+-08 7.52E+-08 0.00E+-00 2.15E+-08 3.79E+-08 4.82E+-08 0.00E+-00 l.38E+-08 2.43E+-08 4.1 IE+-08 O.OOE+-00 I.I 7E+-08 2,07E+-08 5.74E+-08 0.00E+OO 1.64E+-08 2.90E+-08 5.95E+-08 O.OOE+-00 l.70E+-08 3.00E+-08 8.27E+-08 O.OOE+OO 2.36E+08 4.18E+08 8.27E+-08 O.OOE+-00 2.36E+-08 4.18E+-08 7.22E+-08 O.OOE+-00 2.06E+08 3.65E+08 4.57E+08 O.OOE+-00 l.30E+-08 2.30E+08 4.29E+-08 0.00E+-00 l.22E+08 2:J6E+08 4.26E+-08 0.00E+-00 1.22E+08 2.15E+08 5.16E+-08 0.00E+-00 1.47E+08 2.61E+08 4.95E+-08 O.OOE+-00 l.41E+-08 2.SOE+-08 4.95E+-08 0.00E+-00 1.41E+08 2.50E+-08 4.62E+-08 0.00E+-00 l.32E+-08 2.33E+08 5.32E+08 O.OOE+-00 l.52E+08 2.68E+-08 5.42E+-08 O.OOE+OO l.55E+08 2.73E+08 5.54E+-08 O.OOE+-00 l.58E+08 2.79E+-08 6.19E+-08 O.OOE+-00 1.77E+08 3.12E+-08 6.88E+-08 0.00E+-00 1.97E+-08 3.47E+-08 6.71E+-08 O.OOE+-00 I.92E+-08 3.39E+-08 6.40E+-08 0.00E+OO l.83E+-08 3.23E+-08 5.42E+-08 O.OOE+OO I.55E+-08 2.74E+-08 5.26E+-08 O.OOE+-00 l.50E+-08 2.66E+-08 5.30E+-08 O.OOE+-00 1.51E+08 2.68E+-08 5.78E+-08 0.00E+OO 1.65E+08 2.92E+-08 5.09E+-08 O.OOE+OO l.45E+-08 2.57E+-08 3.69E+-08 O.OOE+-00 l.05E+-08 l.86E+-08 3.02E+-08 O.OOE+-00 8.63El-07 1.52E+-08 3.90E+-08 O.OOE+-00 I.I IE+-08 l.97E+-08 4.09E+-08 O.OOE+OO l.17E+-08 2.07E+-08

. 4.22E+-08 O.OOE+-00 l.21E+-08 2.13E+-08 4.02E+-08 0.00E+OO 1.15E+-08 2.03E+-08 4.23E+-08 O.OOE+-00 l.21E+-08 2.13E+-08 4.89E+-08 O.OOE+-00 l.40E+-08 2.47E+-08

[67]

~

=ZIONSOLUTIONSuc-M---

Sr'90'**

Co-60 Cs-134 Cs-137 Ni-63 Sr-90*

Cone.

SOF SOF

'SOF SOF SOF SOF (oCi/m2) 3.69E+-04 0.0263 0.0000 0.0205 0.0004 0.0002 0.0473 3.29E+-03 0.0023 0.0000 0.0018 0.0000 0.0000 0.0042 9.86E+-03 0.0070 0.0000 0.0055 0.0001 0.0000 0.0127.

2.25E+-04 0.0160 0.0000 0.0125 0.0002 0.0001 0.0288 3.57E+-04 0.0255 0.0000 0.0199 0.0003 0.0001 0.0459 5.43E+-04 0.0387 0.0000 0.0303 0.0005 0.0002 0.0697 7.96E+-04 0.0568 0.0000 0.0443 0.0008 0.0003 0:1022 1.0IE+-05 0.0721 0.0000 0.0563 0.0010 0.0004 0.1297 l.44E+-05 0.1025 0.0000 0.0801 0.0014 0.0006 0.1846 9.22E+-04 0.0657 0.0000 0.0514 0.0009 0.0004 0.1184 7.86E+-04 0.0560 0.0000 0.0438 0.0007 0.0003 0.1009 l.lOE+-05 0.0784 0.0000 0.0612 0.0010 0.0005 0.1411 l.14E+-05 0.0812 0.0000 0.0634 0.0011 0.0005 0.1462 I.58E+-05 0.1128 0.0000 0.0882 0.0015 0.0007 0.2032 1.58E+-05 0.1129 0.0000 0.0882 0.0015 0.0007 0.2032 I.38E+-05 0.0985 0.0000 0.0770 0.0013 0.0006 0.1774 8.74E+-04 0.0623 0.0000 0.0487 0.0008 0.0004 0.1121 8.20E+-04 0.0585.

0.0000 0.0457, 0.0008 0.0003 0.1053 8.14E+-04 0.0581 0.0000 0.0454 0.0008 0.0003 0.1045 9.88E+-04 0.0704 0.0000 0.0550 0.0009 0.0004 0.1268 9.47E+-04 0.0675 0.0000 0.0527 0.0009 0.0004 0.1215 9.47E+-04 0.0675 0.0000 0.0527 0.0009 0.0004 0.1215 8.84E+-04

• 0.0630 0.0000 0.0492 0.0008 0.0004 0.1134 1.02E+-05 0.0725 0.0000 0.0567 0.0010 0.0004 0.1306 1.04E+05 0.0739 0.0000 0.0577 0.0010 0.0004 0.1330 1.06E+-05 0.0755.

0.0000 0.0590 0.0010 0.0004 0.1360 1.18E+-05 0.0844 0.0000 0.0659 0.0011 0.0005 0.1520 1.32E+-05 0.0939 0.0000 0.0734 0.0013 0.0005 0.1691 1.28E+-05 0.0915 0.0000 0.0715 0.0012 0.0005 0.1647 l.23E+-05 0.0874 0.0000 0.0682 0.0012 0.0005 0.1573 l.04E+-05 0.0740 0.0000 0.0578 0.0010

. 0.0004 0.1332 1.0IE+-05 0.0718 0.0000

'0.0561 0.0010 0.0004 0.1293 1.0IE+-05 0.0723 0.0000 0.0565 0.0010 0.0004 0.1302 l.l IE+-05 0.0788 0.0000 0.0616 0.0011 0.0005 0.1419 9.73E+-04

. 0.0694 0.0000 0.0542 0.0009 0.0004 0.1249 7.06E+-04 0.0503 0.0000 0.0393 0.0007 0.0003 0.0906 5.78E+-04 0.0412 0.0000 0.0322 0.0005 0.0002 0.0742 7.46E+-04 0.0531 0.0000 0.0415 0.0007 0.0003 0.0957 7.84E+-04 0.0558 0.0000 0.0436 0.0007 0.0003 0.1005 8.08E+-04 0.0576 0.0000 0.0450 0.0008 0.0003 0.1037 7.69E+-04 0.0548 0.0000 0.0428.

0.0007 0.0003 0.0986 8.09E+-04 0.0577 0.0000 0.0450 0.0008 0.0003 0.1038 9.35E+-04 0.0666 0.0000 0.0521 0.0009 0.0004 0.1200

FRS RELEASE RECORD

~

AUXILIARY BUILDING FLOOR DRAIN PIPE

=ZIONSOLUTiONSuc-SURVEY UNITS 05119A M---.

Gross Co-60 Cs-134 es'.131 Ni-63 Sr-90 Pipe' Section Sump

• Gamma. Mixture Cone.

Cone.

Cone.

Cone.

Cone.

Co-60 Cs-134 Cs-137 Ni-63 Sr-90 SOF Activity SOF SOF SPF

,SOF*

SOF loCi!m'i lnCi/m21 loCi/m2l loCi/m2l liiCilm'l lnCi/m2\\

Section E2 to E 1 Position 40 OB 5.67E+o8 UlFD 4.41E+o8 O.OOE+oO l.26E+08 2.23E+o8 8.45E+o4 0.0602 0.0000 0.0470 0.0008 0.0004 0:1084 Section E2 to EI Position 41 OB 5.16E+o8 UIFD 4.02E+o8 O.OOE+oO l.15E+08 2.03E+08 7.68E+o4 0.0548 0.0000 0.0428 0.0007 0.0003 0.0986 Section E2 to El Position 42 OB 5.98E+o8 UIFD 4.65E+o8 O.OOE+oO 1.33E+o8 2.35E+o8 8.91E+o4 0.0635 0.0000 0.0496 0.0008 0.0004 0.1143 Section E2 to EI Position 43 OB 4.68E+o8 UlFD 3.64E+o8 0.00E+oO 1.04E+o8 1.84E+o8 6.96E+o4 0.0496 0.0000 0.0388 0.0007 0.0003 0.0893 Section E2 to EI Position 44 OB 4.36E+o8 UIFD 3.39E+o8 O.OOE+oO 9.69E+07 1.71E+o8 6.50E+o4 0.0463 0.0000 0.0362 0.0006 0.0003 0.0834 Section E2 to EI Position 45 OB 3.77E+08 UIFD 2.93E+08 0.00E+oO 8.37E+07 1.48E+o8 5.61E+o4 0.0400 0.0000 0.0312 0.0005 0.0002 0.0720 Section E2 to E 1 Position 46 OB 5.49E+o8 UIFD 4.27E+o8 0.00E+oO l.22E+o8 2.16E+o8 8.18E+o4 0.0583 0.0000 0.0455 0.0008 0.0003 0.1049 Section E2 to EI Position it 7 OB 3.07E+o8 UIFD 2.39E+o8 0.00E+oO 6.82E+07' l.21E+o8 4.57E+o4 0.0326 0.0000 0.0255 0.0004 0.0002 0.0587 Section E2 to El Position 48 OB 8.82E+o7 UlFD 6.86E+o7 O.OOE+oO 1.96E+07 3.46E+o7 1.3!E+o4 0.0094 0.0000 0.0073 0.0001 0.0001 0.0168 Section E2 to El Position 49 OB 4.50E+o7 UIFD 3.50E+o7 O.OOE+oO 1.00E+07 1.77E+o7 6.70E+o3 0.0048 0.0000 0.0037 0.0001 0.0000 0.0086 Section E2 to EI Position 50 OB 4.77E+07 UIFD 3.71E+07 0.00E+oO l.06E+07 1.87E+o7 7.09E+o3 0.0051 0.0000 0.0039 0.0001 0.0000 0.0091 Section El to Sump B Position O OB 9.32E+o7 UIFD 7.25E+07 O.OOE+oO 2.07E+07 3.66E+o7 1.39E+o4 0.0099 0.0000 0.0077 0.0001 0.0001 0.0178 Section El to Sump B Position I OB 5.0!E+o7 UIFD *3.90E+o7 O.OOE+oO l.llE+07 1.97E+o7 7.46E+o3 0.0053 0.0000 0.0042 0.0001 0.0000 0.0096 Section El to Sumo B Position.2 OB 5.llE+o7 UIFD 3.97E+o7 O.OOE+oO l.13E+07 2.00E+o7 7.60E+o3 0.0054 0.0000 '

0.0042 0.0001 0.0000 0.0098 Section El to Sumn B Position 3 OB 6.82E+o7 UlFD. 5.31E+o7 0.00E+oO l.52E+07 2.68E+07 1.02E+o4 0.0072 0.0000 0.0057 0.0001 0.0000 0.0130 Section EI to Sump B Position 4 OB 7.09E+o7 UIFD 5.52E+o7 O.OOE+oO l.58E+07 2.78E+07

!.06E+o4 0.0075 0.0000 0.0059 0.0001 0.0000 0.0135 Section EI to Sumo B Position 5 OB 6.47E+o7 UIFD 5.03E+07 O.OOE+oO 1.44E+o7 2.54E+o7 9.63E+o3 0.0069 0.0000 0.0054 0.0001 0.0000 0.0124 Section El to Sump B Position 6 OB 9.83E+o7 UIFD 7.65E+o7 O.OOE+oO 2.18E+07 3.86E+o7.

1.46E+o4 0.0104 0.0000 0.0082 0.0001 0.0001 0.0188 Section El to Sumo B Position 7 OB 2.32E+o8 UIFD 1.80E+o8 O.OOE+oO 5.15E+o7 9.IOE+o7 3.45E+o4 0.0246 0.0000 0.0192 0.0003 0.0001 0.0443 Section El to Sump B Position 8 OB 2.26E+07 UIFD 1.76E+07 O.OOE+OO 5.03E+06 8.89E+o6 3.37E+o3 0.0024 0.0000 0.0019 0.0000 0.0000 0.0043 Sumo B to Section E 1 Position 0 OB 3.99E+o7 UlFD 3.10E+o7 0.00E+oO 8.86E+o6 l.57E+07 5.94E+o3 0.0042 0.0000 0.0033 0.0001 0.0000 0.0076 Sump B to Section El Position 1 OB 2.85E+o7 UIFD 2.22E+o7 O.OOE+oO 6.33E+06 1.12E+o7 4.24E+o3 0.0030 0.0000 0.0024 0.0000 0.0000 0.0054 Sumo B to Section E 1 Position 2 OB 4.77E+o7 UIFD 3.71E+o7 O.OOE+oO*

1.06E+07 1.87E+o7 7.IOE+o3 0.0051 0.0000 0.0040 0.0001 0.0000 0.0091 Sump B to Section El Position 3 OB 6.50E+o7 UlFD 5.06E+o7 O.OOE+oO 1.44E+07 2.55E+o7 9.68E+o3 0.0069 0.0000 0.0054 0.0001 0.0000 0.0124 Sump B to Section El Position 4 OB 1.97E+o8 UIFD 1.53E+o8 0.00E+oO' 4.37E+07 7.72E+o7 2.93E+o4.

0.0209 0.0000 0.0163 0.0003 0.0001 0.0376 Section F6 to F5 Position Zero OB 1.88E+o9 UIFD 1.46E+o9 0.00E+oO

• 4.17E+o8 7.37E+o8 2.80E+o5 0.1993 '

0.0000 0.1557 0.0027 0.0012 0.3588 Section F6 to FS Position I OB 2.04E+o9 UIFD l.59E+o9 O.OOE+oO 4.54E+o8 8.02E+o8 3.04E+o5 0.2168 0.0000 0.1694 0.0029 0.0013 0.3903 Section F6 to FS Position 2 OB 2.00E+o9 UIFD l.55E+o9 O.OOE+OO 4.44E+o8 7.84E+o8 2.97E+o5 0.2119 0.0000 0.1655 0.0028 0.0012 0.3814 Section F6 to FS Position 3 OB 1.68E+o9 UIFD 1.30E+o9 O.OOE+OO 3.73E+o8 6.58E+o8 2.50E+o5 0.1780 0.0000 0.1390 0.0024 0.0010 0.3204 Section F6 to FS Position 4 OB 7.40E+o8 UIFD 5.76E+o8 O.OOE+oO 1.64E+08 2.90E+08 l.IOE+o5 0.0785 0.0000 0.061;3 0.0010 0.0005 0.1414 Section F6 to FS Position 5 OB 3.39E+o8 UIFD 2.63E+o8 O.OOE+oO 7.52E+o7 1.33E+o8 5.04E+o4 0.0359 0.0000 0.0281 0.0005 0.0002 0.0647 Section F6 to FS Position 6 OB 3.72E+o8 UIFD 2.89E+o8 0.00E+oO 8.27E+o7 1.46E+o8 5.54E+o4 0.0395 0.0000 0.0308 0.0005 0.0002 0.0711 Section FS to F4 Position 0 OB 1.06E+o9 UIFD 8.22E+o8 O.OOE+oO 2.35E+o8 4.15E+o8 1.57E+o5 0.1121 0.0000 0.0876 0.0015 0.0007 0.2018 Section FS to F4 Position I.

OB 1.48E+o9 UIFD l.15E+o9 O.OOE+oO 3.28E+08 5.79E+o8 2.20E+o5 0.1566 0.0000 0.1223 0.0021 0.0009 0.2819 Section FS to F4 Position 2 OB 1.75E+o9 UIFD 1.36E+09 O.OOE+oO 3.90E+o8 6.88E+o8 2.6!E+o5 0.1860 0.0000 0.1453 0.0025 0.0011 0.3349 Section F5 to F4 Position 3 OB 1.54E+o9 UIFD. 1.20E+o9 O.OOE+oO 3.42E+o8 6.05E+o8 2.29E+o5 0.1635' 0.0000 0.1278 0.0022 0.0010 0.2944 Section F5 to F4 Position 4 OB 1.15E+o9 UIFD 8.93E+o8 O.OOE+oO 2.55E+08 4.51E+o8 I.71E+o5 0.1218 0.0000 0.0952 0.0016 0.0007 0.2194 Section FS to F4 Position 5 OB l.35E+o9 UIFD 1.05E+o9 O.OOE+oO 3.00E+o8 5.30E+o8 2.0IE+o5 0.1431 0.0000 0.1118 0.0019 0.0008 0.2577 Section F5 to F4 Position 6 OB 1.76E+o9 UIFD 1.37E+o9 0.00E+oO 3.92E+08 6.92E+o8 2.62E+o5 0.1870 0.0000 0.1461 0.0025 0.0011 0.3366 Section F5 to F4 Position 7 OB 1.66E+o9 UIFD 1.29E+09 O.OOE+oO 3.68E+o8 6.50E+o8 2.47E+o5 0.1758 0.0000 0.1374 0.0023 0.0010 0.3165 Section FS to F4 Position 8 OB 1.40E+o9 UIFD 1.09E+o9 O.OOE+oO 3.l IE+o8 5.50E+o8 2;09E+o5 0.1486 0.0000 0.1161 0.0020 0.0009 0.2676 Section FS to F4 Position 9 OB 1.28E+o9 UlFD 9.97E+o8 O.OOE+oO 2.85E+o8 5.03E+o8 1.91E+o5 0.1359 0.0000 0.1062 0.0018 0.0008 0.2448 Section FS to F4 Position 10 OB 1.44E+09 UIFD l.12E+o9 O.OOE+oO 3.21E+08 5.67E+o8 2.15E+o5 0.1531 0.0000 0.1196 0.0020 0.0009' 0.2757

[68]

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Gamma Pipe Sectioll "

Sunip 0Activ'ity (oCi!m'i Section F5 to F4 Position 11 OB l.57E+09 Section F5 to F4 Position 12 OB l.55E+o9 Section F5 to F4 Position 13 OB l.59E+09 Section F5 to F4 Position 14 OB I.84E+o9 Section FS to F4 Position 15 OB l.89E+o9 Section FS to F4 Position 16 OB l.72E+o9 Section FS to F4 Position 17 OB l.85E+o9 Section FS to F4 Position 18 OB l.92E+o9 Section F5 to F4 Position 19 OB 2.07E+o9 Section PS to F4 Position 20 OB 2.15E+o9 Section F5 to F4 Position 21 OB l.89E+o9 Section FS to F4 Position 22 OB l.72E+o9 Section FS to F4 Position 23 OB l.89E+o9 Section FS to F4 Position 24 OB l.94E+o9 Section FS to F4 Position 25 OB l.97E+o9 Section FS to F4 Position 26 OB 2.02E+o9 Section F5 to F4 Position 27 OB l.95E+o9 Section F5 to F4 Position 28 OB 2.IOE+o9 Section F5 to F4 Position 29 OB 2.IOE+o9 Section F5 to F4 Position 30 OB 2.05E+o9 Section F5 to F4 Position 31 OB 2.06E+o9 Section F5 to F4 Position 32 OB 2.08E+o9 Section F5 to F4 Position 33 OB 2.12E+o9 Section F5 to F4 Position 34 OB 2.13E+o9 Section F5 to F4 Position 35 OB l.99E+o9 Section F5 to F4 Position 36 OB l.94E+o9 Section F5 to F4 Position 37 OB 2.02E+09 Section F5 to F4 Position 38 OB 2.04E+o9 Section F5 to F4 Position 39 OB l.89E+o9 Section F5 to F4 Position 40 OB 1.56E+o9 Section F5 to F4 Position 41 OB 3.79E+o8 Section F5 to F4 Position 42 OB 1.43E+o8 Section F4 to F3 Position 0 OB l.04E+o9 Section F4 to F3 Position I OB 1.!0E+o9 Section F4 to F3 Position 2 OB 1.44E+o9 Section F4 to F3 Position 3 OB 8.80E+o8 Section F4 to F3 Position 4 OB 1.04E+09 Section F4 to F3 Position 5 OB 9.4IE+o8 Section F4 to F3 Position 6 OB l.IOE+o9 Section F4 to F3 Position 7 OB 1.29E+o9 Section F4 to F3 Position 8 OB l.09E+o9 Section F4 to F3 Position 9 OB l.31E+o9 Section F4 to F3 Position IO OB l.50E+o9 Mixture I

UIFD UIFD UIFD UIFD UIFD UIFD.

UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD Co-60

. Cs-134 Cs-137 Ni-63 Cone:

CobC.

Cone."

Cone.

foCi/m2l

• • 'foCi/m2l (oCi/m2)"

foCi/m2l l.22E+o9 O.OOE+OO 3.49E+o8 6.!7E+o8 l.20E+o9 O.OOE+oO 3.44E+08 6.07E+o8 1.24E+o9 0.00E+oO 3.54E+o8 6.25E+o8 l.43E+o9 0.00E+OO 4.09E+08 7.22E+o8 l.47E+o9 0.00E+oO 4.20E+o8 7.42E+o8 l.34E+o9 O.OOE+OO 3.82E+08 6.75E+o8 l.44E+o9 0.00E+oO 4.1 IE+o8 7.26E+o8 1.49E+o9 O.OOE+OO 4.26E+08 7.53E+o8 l.61E+o9 0.00E+oO 4.59E+o8 8.1 IE+o8 l.67E+o9 0.00E+oO 4.78E+08 8.44E+o8 l.47E+o9 0.00E+QO 4.19E+o8 7.40E+o8 l.34E+o9 O.OOE+oO 3.82E+o8*

6.75E+o8 l.47E+o9 O.OOE+oO 4.19E+08 7.41E+o8 l.51E+o9 0.00E+oO 4.31E+o8 7.61E+o8 l.54E+o9 O.OOE+oO 4.39E+o8*

7.75E+o8 l.57E+o9 O.OOE+oO 4.49E+08 7.93E+o8 1.52E+o9 O.OOE+oO 4.34E+08 7.67E+o8 l.64E+o9 O.OOE+oO 4.67E+08 8.25E+o8 I.63E+o9 0.00E+oO 4.67E+08 8.25E+08 1.59E+o9 0.00E+oO 4.54E+o8 8.03E+o8 l.60E+09 0.00E+oO 4.57E+o8 8.08E+o8 l.62E+o9 O.OOE+oO 4.63E+o8 8.17E+08 l.65E+09 0.00E+oO 4.70E+08 8.31E+o8 l.65E+09 0.00E+oO 4.72E+08 8.34E+o8 l.55E+09 O.OOE+oO 4.42E+08.

7.81E+08 l.51E+o9 O.OOE+oO 4.3!E+08 7.62E+o8 l.57E+o9 O.OOE+oO 4.48E+08 7.92E+08 l.59E+o9 O.OOE+oO 4.53E+o8 8.0IE+o8 1.47E+o9 O.OOE+OO 4.19E+08 7.41E+o8 l.21E+o9 O.OOE+oO 3.46E+08 6.1 IE+o8 2.95E+o8 O.OOE+oO 8.42E+07 l.49E+o8 l.llE+o8 0.00E+oO 3.18E+o7, 5.62E+o7 8.07E+o8 O.OOE+OO 2.30E+08.

4.07E+o8 8.54E+o8 O.OOE+oO 2:44E+o8 4.31E+o8 1.12E+o9 O.OOE+oO 3.21E+08 5.67E+08 6.84E+o8 O.OOE+oO 1.95E+08 3.45E+o8 8.09E+o8

• o.ooE+oo 2.31E+08 4.08E+08 7.32E+o8 O.OOE+oO 2.09E+o8 3.69E+o8 8.56E+o8 O.OOE+oO 2.44E+08 4:32E+o8 l.OIE+o9 0.00E+oO 2.88E+08 5.08E+08 8.47E+08 O.OOE+oO 2.42E+08 4.28E+o8 l.02E+o9 O.OOE+oO 2.91E+08 5.14E+o8 l.16E+o9 O.OOE+oO 3.32E+08 5.87E+o8

[69]

~

ZIONSOLUTIONSuc

M--

• .* Sr-90 Co-60 **

Cs-134 Cs-137

• Ni~63

• sr-90 Cone.

SOF SOF.

SOF SOF SOF SOF

<oCi/m2l 2.34E+o5 0.1669 0.0000 0.1304 0.0022 0.0010 0.3005 2.30E+05 0.1642 0.0000 0.1282 0.0022 0.0010 0.2955 2.37E+o5 0.1689 0.0000 0.1319 0.0023 0.0010 0.3040 2.74E+o5 0.1951 0.0000 0.1524 0.0026 0.0011 0.3513 2.81E+05 0.2006 0.0000 0.1567 0.0027 0.0012 0.3611 2.56E+o5 0-1824 0.0000 0.1425 0.0024 0.0011 0.3284 2.75E+o5 0.1963 0.0000 0.1533 0.0026 0.0011 0.3534 2.85E+o5 0.2034 0.0000 0.1589 0.0027 0.0012 0.3663 3.08E+o5 0.2193 0.0000 0.1713 0.0029 0.0013 0.3949 3.20E+o5 0.2282 0.0000 0.1783 0.0030 0.0013 0.4109 2.81E+05 0.2001 0.0000 0.1563 0.0027 0.0012 0.3602 2.56E+o5 0.1825 0.0000 0.1426 0.0024 0.0011 0.3286 2.81E+o5 0.2002 0.0000 0.1564 0.0027 0.0012 0.3605 2.89E+05 0.2057 0.0000 0.1607 0.0027 0.0012 0.3703 2.94E+o5 0.2095 0.0000 0.1637 0.0028 0.0012 0.3773 3.0IE+o5 0.2142 0.0000 0.1674 0.0029 0.0012 0.3857 2.91E+o5 0.2072 0.0000 0.1619 0.0028 0.0012 0.3731 3.13E+o5 0.2231 0.0000 0.1743 0.0030 0.0013 0.4016 3.13E+o5 0.2230 0.0000 0.1742 0.0030 0.0013 0.4014

• 3.04E+o5 0.2170 0.0000 0.1696 0.0029 0.0013 0.3908 3.06E+05 0.2184 0.0000 0.1707 0.0029 0.0013 0.3933 3.IOE+o5 0.2210 0.0000 0.1726 0.0029 0.0013 0.3978 3.15E+o5 0.2245 0.0000 0.1754 0.0030 0.0013 0.4042 3.16E+o5 0.2255 0.0000.

0.1761 0.0030 0.0013 0.4059 2.96E+o5 0.2112 0.0000 0.1650 0.0028 0.0012 0.3803 2.89E+o5 0.2060 0.0000 0.1609 0.0027 0.0012 0.3708 3.00E+o5 0.2141 0.0000 0.1672 0.0029 0.0012 0.3854 3.04E+o5 0.2165 0.0000 0.1691 0.0029 0.0013 0.3897 2.81E+o5 0.2002 0.0000 0.1564 0.0027 0.0012 0.3604 2.32E+o5 0.1652 0.0000 0.1291 0.0022 0.0010 0.2975 5.64E+o4 0.0402 0.0000 0.0314 0.0005 0.0002 0.0724 2.13E+o4 0.0152 0.0000 0.0119 0.0002 0.0001 0.0274 1.54E+05 0.1100 0.0000 0.0860 0.0015 0.0006 0.1981 1.63E+o5 0.1165 0.0000 0.0910 0.0016 0.0007 0.2098 2.15E+o5 0.1533 0.0000 0.1197 0.0020 0.0009 0.2759

!.31E+o5 0.0933 0.0000 0.0729 0.0012 0.0005 0.1680

!.55E+o5 0.1104 0.0000 0.0862 0.0015 0.0006 0.1987 1.40E+o5 0.0998 0.0000 0.0780 0.0013 0.0006 0.1797 l.64E+o5 0.1167 0.0000 0.0912 0.0016 0.0007 0.2101 1.93E+o5 0.1373 0.0000 0.1073 0.0018 0.0008 0.2472 L62E+o5 0.1156 0.0000 0.0903 0.0015 0.0007 0.2081 l.95E+o5 0.1390 0.0000 0.1086 0.0019 0.0008 0.2503 2.23E+o5 0.1588 0.0000 0.1240 0.0021 0.0009 0.2859

FRSRELEASERECORD AUXILIARY BUiLDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Garflma Pipe Section Sump Activity (pCi!m'l Section F4 to F3 Position 11 OB l.46E+o9 Section F4 to F3 Position 12 OB 1.62E+o9 Section F4 to F3 Position t 3 OB l.58E+o9 Section F4 to F3 Position 14 OB l.34E+o9 Section F4 to F3 Position 15 OB 1:42E+09 Section F4 to F3 Position 16 OB l.47E+o9 Section F4 to F3 Position 17 OB l.36E+o9 Section F4 to F3 Position 18 OB l.28E+o9 Section F4 to F3 Position 19 OB l.43E+o9 Section F4 to F3 Position 20 OB l.44E+o9 Section F4 to F3 Position 21 OB 1.15E+o9 Section F4 to F3 Position 22 OB l.05E+o9 Section F4 to F3 Position 23 OB 9.92E+o8 Section F4 to F3 Position 24 OB 1.08E+o9 Section F4 to F3 *Position 25 OB 9.06E+08 Section F4 to F3 Position 26 OB l.llE+o9 Section F4 to F3 Position 27 OB 7.77E+o8 Section F4 to F3 Position 28 OB 2.99E+o8 Section F4 to F3 Position 29 OB l.OOE+o8 Section F3 to F2 Position 0 OB 8.52E+o8 Section F3 to F2 Position l OB I.39E+o9 Section F3 to F2 Position 2 OB I.49E+09 Section F3 to F2 Position 3 OB l.48E+09 Section F3 to F2 Position 4 OB l.55E+o9 Section F3 to F2 Position 5 OB l.41E+o9 Section F3 to F2 Position 6 OB l.43E+o9 Section F3 to F2 Position 7 OB I.47E+o9 Section F3 to F2 Position 8 OB l.69E+o9 Section F3 to F2 Position 9 OB l.36E+o9 Section F3 to F2 Position 10 OB 8.98E+o8 Section F3 to F2 Position 11 OB l.54E+o9 Section F3 to F2 Position 12 OB l.67E+o9 Section F3'to F2 Position 13 OB l.89E+o9 Section F3 to F2 Position 14 OB l.06E+o9 Section F3 to F2 Position t S OB l.46E+o9 Section F3 to F2 Position 16 OB l.46E+o9 Section F3 to F2 Position 17 OB 1.89E+o9 Section F3 to F2 Position 18 OB 1.56E+o9 Section F3 to F2 Position 19 OB 1.37E+o9 Section F3 to F2 Position 20 OB I.49E+o9 Section F3 to F2 Position 21 OB I.58E+o9 Section F3 to F2 Position 22 OB l.91E+o9 Section F3 to F2 Position 23 OB l.73E+09 Mixture UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UlFD UlFD UIFD UlFD UIFD UlFD UIFD UIFD UlFD UIFD UIFD UIFD UlFD UIFD UIFD UIFD Co-60 '

Cs-134 Cs-137 Ni-63 Cone.

Cone.

Cone.

Cone.

(pCi/m2l (pCi/m2l (pCi/m2l (pCifm'l l.14E+o9 0.00E+oO 3.25E+o8 5.74E+o8 l.26E+o9 O.OOE+OO 3.59E+08 6.35E+08 l.23E+o9 0.00E+OO 3.52E+08 6.22E+08 l.04E+o9 0.00E+OO 2.98E+08 5.27E+08 1.11E+09 O.OOE+oO 3.16E+o8 5.58E+08 1.14E+09 0.00E+OO 3.26E+08 5.76E+08 l.06E+o9 O.OOE+oO 3.03E+08 5.35E+o8 9.96E+o8 O.OOE+OO 2.84E+o8 5.03E+o8 l.l IE+o9 0.00E+oO 3.18E+o8 5.62E+o8 l.12E+o9 0.00E+oO 3.21E+o8 5.67E+o8 8.94E+o8 O.OOE+OO 2.55E+o8 4.51E+o8 8.21E+o8 0.00E+oO 2.34E+o8 4.14E+o8 7.72E+o8 0.00E+OO 2.20E+08 3.90E+o8 8.38E+o8

. 0.00E+oO 2.39E+08 4.23E+o8 7.05E+o8 0.00E+OO 2.0IE+08 3.56E+o8 8.66E+o8 O.OOE+OO 2.47E+08 4.37E+o8 6.04E+o8

. 0.00E+OO l.73E+o8 3.05E+o8 2.33E+o8 0.00E+oO 6.64E+o7 1.17E+o8 7.80E+o7 0.00E+oO 2.23E+o7 3.94E+o7 6.63E+o8 0.00E+OO 1.89E+08 3.34E+o8 l.08E+o9 O.OOE+oO 3.09E+o8 5.47E+o8 1.16E+o9 0.00E+oO 3.32E+o8 5.87E+o8 1.15E+o9 0.00E+oO 3.28E+08 5.79E+08 l.21E+o9 0.00E+oO 3.44E+o8 6.08E+08 l.IOE+o9 O.OOE+OO 3.13E+08 5.54E+08 1.1 IE+o9 0.00E+OO 3.18E+o8 5.62E+08 1.14E+o9 O.OOE+oO 3.27E+o8 5.77E+o8 1.3IE+o9 O.OOE+oO 3.75E+o8 6.63E+o8 1.05E+o9 O.OOE+oO 3.01E+o8 5.32E+08 6.99E+o8 O.OOE+oO 2.00E+08 3.53E+08 1.20E+o9 O.OOE+OO 3.42E+08 6.04E+08 l.30E+o9 0.00E+OO 3.71E+08 6.55E+08 1.47E+o9 O.OOE+OO 4.19E+08. '7.41E+08 8.27E+o8 0.00E+oO.

2.36E+o8 4.18E+o8 1.14E+09 O.OOE+oO 3.25E+08 5.75E+08 1.14E+09 O.OOE+oO 3.25E+08 5.75E+o8

• l.47E+o9 0.00E+oO 4.19E+o8 7.40E+o8 l.22E+o9 O.OOE+oO 3.47E+08 6.14E+o8 l.07E+o9 O.OOE+oO 3.05E+08 5.38E+08 1.16E+o9 O.OOE+OO 3.31E+o8 5.85E+08 1.23E+o9 0.00E+OO 3.51E+08 6.19E+08 l.49E+o9 0.00E-100 4.25E+08 7.52E+08 1.35E+o9 0.00E+OO 3.85E+o8 6.80E+08

[70]

~

=ZlONSOLUTIONSw:-

M--...

Sr-90

-Co-60 Cs-134 Cs-137 Ni-63 Sr-90 Cone.

SOF SOF SOF SOF SOF SOF (pCifm'l 2.17E+05 0.1550 0.0000 0.1211 0.0021 0.0009 0.2791 2.41E+o5 0.1716 0.0000 0.1340 0.0023 0.0010 0.3089

'2.36E+o5 0.1681 0.0000 0.1313 0.0022 0.0010 0.3027 2.00E+05 0.1425 0.0000 0.1113 0.0019 0.0008 0.2565 2.12E+05 0.1509 0.0000 0.1179 0.0020 0.0009 0.2718 2.19E+05 0.1558 0.0000 0.1217 0.0021 0.0009 0.2804 2.03E+05 0.1447 0.0000 0.1130 0.0019 0.0008 0.2605 l.91E+o5 0.1358 0.0000 0.1061 0.0018 0.0008 0.2446 2.13E+o5 0.1518 0.0000 0.1186 0.0020 0.0009 0.2733 2.15E+o5 0.1532 0.0000 0.1197 0.0020 0.0009 0.2759 l.71E+o5 0.1220 0.0000 0.0953 0.0016 0.0007 0.2196 1.57E+o5 0.1119 0.0000 0.0874 0.0015 0.0007 0.2015 1.48E+05 0.1053 0.0000 0.0823 0.0014 0.0006 0.1896 l.60E+o5 0.1143 0.0000 0.0893 0.0015 0.0007 0.2058 l.35E+o5 0.0961 0.0000 0.0751' 0.0013 0.0006' 0.1730 1.66E+05 0.1181 0.0000 0.0923

'0.0016 0.0007 0.2126 l.16E+o5 0.0824 0.0000 0.0644 0.0011 0.0005 0.1484 4.45E+o4 0.0317 0.0000 0.0248 0.0004 0.0002 0.0571 I.49E+o4 0.0106 0.0000 0.0083 0.0001 0.0001 0.0191 1.27E+o5 0.0904 0.0000 0.0706 0.0012 0.0005 0.1628 2.07E+o5 0.1477 0.0000 0.1154 0.0020 0.0009 0.2660 2.23E+o5 0.1586 0.0000 0.1239 0.0021 0.0009 0.2856 2.20E+o5 0.1566 0.0000 0.1223 0.0021 0.0009 0.2819 2.31E+o5 0.1644 0.0000 0.1284 0.0022 0.0010 0.2959 2.IOE+05 0.1497 0.0000 0.1170 0.0020 0.0009 0.2695 2.13E+o5 0.1518 0.0000 0.1186 0.0020 0.0009 0.2733 2.19E+o5 0.1561 0.0000 0.1219 0.0021 0.0009 0.2810 2.51E+o5 0.1792 0.0000 0.1400 0.0024 0.0010 0.3227 2.02E+-05 0.1439 0.0000

'0.1124 0.0019 0.0008 0.2591 l.34E+o5.

0.0953 0.0000 0.0745 0.0013*

0.0006 0.1716 2.29E+05 0.1632 0.0000 0.1275 0.0022 0.0010 0.2938 2.48E+o5 0.1771 0.0000 0.1383 0.0024 0.0010 0.3188 2.81E+o5 0.2003 0.0000 0.1565 0.0027 0.0012 0.3606 l.58E+o5 0.1129 0.0000 0.0882 0.0015 0.0007 0.2032 2.18E+o5 0.1554 0.0000 0.1214 0.0021 0.0009 0.2798 2.18E+o5 0.1554 0.0000 0.1214 0.0021 0.0009 0.2798 2.81E+o5 0.2001 0.0000 0.1563 0.0027 0.0012 0.3603 2.33E+o5 0.1659 0.0000 0.1296 0.0022 0.0010 0.2986 2.04E+o5 0.1455

• 0.0000 0.1137 0.0019 0.0008 0.2620 2.22E+o5 0.1582 0.0000 0.1236 0.0021 0.0009 0.2848 2.35E+o5 0.1674 0.0000 0.1308 0.0022 0.0010 0.3014 2.85E+o5 0.2032 0.0000; 0.1587 0.0027 0.0012 0.3658 2.58E+o5 0.1837 0.0000 0.1435 0.0024.

0.0011 0.3307

FRS RELEASE.RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Section Sump Gamma Acti;ity

<nCi/m2)

Section F3 to F2 Position 24 OB l.80EM9 Section F3 to F2 Position 25 OB I.78EM9 Section F3 to F2 Position 26 OB l.80EM9 Section F3 to F2 Position 27 OB l.80EM9 Section F3 to F2 Position 28 OB l.89EM9 Section F3 to F2 Position 29 OB l.91E+09 Section F3 to F2 Position 30 OB l.75EM9 Section F3 to F2 Position 31 OB l.69EM9 Section F3 to F2 Position 32 OB I.75EM9 Section F3 to F2 Position 33 OB l.71EM9 Section F3 to F2 Position 34 OB 1.68EM9 Section F3 to F2 Position 35 OB l.52EM9.

Section F3 to F2 Position 36 OB l.55EM9 Section F3 to F2 Position 37 OB 1.52EM9 Section F3 to F2 Position 38 OB l.52EM9 Section F3 to F2 Position 39 OB l.62EM9 Section F3 to F2 Position 40 OB 1.23EM9 Section F3 to F2 Position 41 OB 5.59EM8 Section F3 to F2 Position 42 OB 2.41EM8 Section F3 to F2 Position 43 OB 3.llE<-08 Section F3 to F2 Position 44 OB l.05EM8 Section F3 to F2 Position 45 OB 8.69EM7 Section F2 to F'l Position 0 OB 2.60EM8 Section F2 to Fl Position 1 OB 2.09EM8 Section F2 to Fl Position 2 OB l.54EM8 Section F2 to Fl Position 3 OB l.54EM8 Section F2 to F1 Position 4 OB 2.23EM8 Section F2 to Fl Position 5 OB 3.08EM8 Section F2 to Fl Position 6 OB 3.07EM8 Section F2 to Fl Position 7 OB 2.79EM8 Section F2 to FI Position 8 OB 2.66EM8.

Section F2 to Fl Position 9 OB 3.73EM8 Section F2 to FI Position I 0 OB 3.51EM8 Section F2 to FI Position 11 OB 3.71EM8 Section F2 to FI Position 12 OB 3.94EM8 Section F2 to Fl Position 13 OB 5.0IE<-08 Section F2 to Fl Position 14 OB 7.96EM8 Section F2 to Fl Position 15 OB 1.04EM9' Section F2 to FI Position 16 OB l.02EM9 Section F2 to Fl Position 17 OB l.25EM9 Section F2 to Fl Position 18 OB

'l.32EM9 Section F2 to Fl Position 19 OB l.54EM9 Section F2 to Fl Position 20 OB l.59EM9 Co-60 Cs-134 Cs-137 Mixture Cone~

• Cone.

Cone.

1nci!m'i

lnCi/m2l CnCi/m2l UlFD 1.40EM9 0.00E<-00 4.0IE+08 UIFD l.39E+09 O.OOE<-00 3.96E+08 UIFD l.40EM9 O.OOE<-00 4.00E+08 UIFD l.40EM9

'0.00E<-00 4.00E+08 UIFD l.47EM9 O.OOE<-00 4.20E+08 UIFD 1.48EM9 O.OOEMO 4.23E+08 UIFD l.36EM9 O.OOEMO 3.90E+08 UIFD l.31EM9 O.OOE<-00 3.74E+08 UIFD l.36EM9 0.00E<-00 3.88E+08 UIFD l.33E+09 O.OOE<-00 3.80E+08 UIFD 1.30E+09 O.OOE<-00 3.73E+08 UIFD 1.18EM9 O.OOE<-00 3.37E+08 UIFD 1.20EM9 O.OOEMO 3.44E+08 UIFD l.18EM9 O.OOE<-00 3.38EM8 UIFD 1.18EM9 0.00E<-00 3.38E+08 UlFD l.26EM9 0.00E<-00 3.61EM8 UlFD 9.58EM8 0.00E<-00 2.74E+08 UIFD 4.35EM8 O.OOE<-00 l.24EM8 UlFD l.88EM8 O.OOE<-00 5.36EM7 UIFD 2.42EM8 O.OOE<-00 6.90EM7 UIFD 8.14E+07 O.OOE<-00 2.32E+07 UIFD 6.76EM7 0.00E<-00 l.93E+07 UIFD 2.02E+08 0.00E<-00 5.78E+07 UIFD l.62EM8 0.00E<-00 4.64E+07 UIFD l.20E+08 O.OOE<-00 3.42E+07 UIFD l.20EM8 0.00E<-00 3.42E+07 UIFD l.73EM8 O.OOEMO 4.95E+07 UIFD 2.40EM8 O.OOE<-00 6.85E+07 UIFD 2.39E+08 O.OOE<-00 6.82E+07 UIFD 2.17EM8 O.OOE<-00 6.20EM7 UIFD 2.07E+08 0.00EMO 5.92E+07 UIFD 2.90EM8 O.OOEMO 8.29E+07 UIFD 2.73EM8 O.OOE<-00 7.81E+07 UIFD 2.88EM8 O.OOEMO 8.23EM7 UlFD 3.06EM8 0.00E<-00 8.75E+07 UIFD 3.90EM8 0.00E<-00 l.llE<-08 UIFD 6.19EM8 O.OOEMO 1.77EM8 UIFD.

8.llE<-08 O.OOE<-00 2.32EM8 UIFD 7.90EM8 O.OOEMO 2.26E+08 UIFD 9.75EM8 0.00E<-00 2.78E+08 UIFD*

l.03EM9 O.OOE<-00 2.93E+08 UIFD 1.20EM9 O.OOE<-00 3.41E+08 UIFD l.24EM9 0.00E<-00 3.54E+08

[71]

=-

ZIONSOLUTIONSuc

M----

Ni-63

• Sr-90 Cone; Cone:

Co-60 Cs-134.

Cs-137 Ni-63 Sr,90 SOF 1ncvm'i SOF SOF' SOF SOF SOF (pCi/m2) i 7.08EM8 2.69EM5 0.1915 0.0000 0.1496 0.0026 0.0011 0.3447 7.00E<-08 2.66EM5 0.1893 0.0000 0.1479 0.0025.

0.0011 0.3408 7.07EM8 2.68EM5 0.1910 0.0000 0.1492 0.0025 0.0011 0.3439 7.07E+08 2.68EM5 0.1910 0.0000 0.1492 0.0025 0.0011 0.3439 7.42EM8 2.81EM5 0.2006 0.0000 0.1567 0.0027 0.0012 0.3611 7.48EM8 2.84EM5 0.2021 0.0000 0.1579 0.0027 0.0012 0.3639 6.88EM8 2.61EM5 0.1861 0.0000 0.1454 0.0025 0.0011 0.3350 6.61EM8 2.SIE<-05 0.1788 0.0000 0.1397 0.0024 0.0010 0.3219 6.85EM8 2.60EM5 0.1853 0.0000 0.1447

.0.0025 0.0011 0.3336 6.72E+08 2.55EM5 0.1815 0.0000 0.1418 0.0024 0.0011 0.3268 6.58EM8 2.50EM5 0.1779 0.0000 0.1390 0.0024 0.0010 0.3204 5.95EM8 2.26EM5 0.1608 0.0000 0.1256 0.0021 0.0009 0.2894 6.07EM8 2.30EM5 0.1641 0.0000 0.1282 0.0022 0.0010 0.2954 5.96EM8 2.26EM5 0.1612 0.0000 0.1259 0.0021 0.0009 0.2902 5.97EM8 2.26EM5 0.1614 0.0000 0.1261 0.0022 0.0009 0.2906 6.37E+08 2.42EM5 0.1723 0.0000 0.1346 0.0023 0.0010 0.3102 4.83E+08 1.83EM5 0.1306 0.0000 0.1021 0.0017 0.0008 0.2352 2.20E+-08 8.32EM4 0.0593 0.0000 0.0464 0.0008 0.0003 0.1068 9.47EM7 3.59EM4 0.0256 0.0000 0.0200 0.0003 0.0001 0.0461' l.22EM8 4.62EM4 0.0329 0.0000 0.0257 0.0004 0.0002 0.0593 4.l IE+07 l.56E+04 0.0111 0.0000 0.0087 0.0001 0.0001 0.0200 3.41EM7 l.29EM4 0.0092 0.0000 0.0072 0.0001 0.0001 0.0166 1.02E+08 3.87EM4 0.0276 0.0000 0.0216 0.0004 0.0002 0.0497 8.19EM7 3.llE<-04 0.0221 0.0000 0.0173 0.0003 0.0001 0.0399 6.04EM7 2.29EM4 0.0163 0.0000 0.0128 0.0002 0.0001 0.0294 6.04EM7 2.29EM4 0.0163 0.0000 0.0128 0.0002 0.0001 0.0294 8.75E+07 3.32EM4 0.0236 0.0000 0.0185 0.0003 0.0001 0.0426 l.21EM8 4.59EM4 0.0327 0.0000 0.0256 0.0004 0.0002 0.0589 l.21E+08 4.57EM4 0.0326 0.0000 0.0254 0.0004 0.0002 0.0586 l.IOE<-08 4.15EM4 0.0296 0.0000 0.0231 0.0004 0.0002 0.0533 l.05EM8 3.97EM4 0.0283' 0.0000 0.0221 0.0004 0.0002 0.0509 l.47EM8 5.56EM4 0.0396 0.0000 0.0309 0.0005 0.0002 0.0713

• l.38EM8*

5.23EM4 0.0373 0.0000 0.0291' 0.0005 0.0002 0.0671 1.45EM8 5.52EM4 0.0393 0.0000 0.0307 0.0005 0.0002 0.0708 l.55EM8 5.86EM4 0.0418 0.0000 0.0326 0.0006 0.0002 0.0752 1.97EM8 7.46EM4 0.0532 0.0000 0.0416 0.0007 0.0003 0.0958 3.13EM8 1.19EM5 0.0845 0.0000 0.0660 0.0011 0.0005 0.1521 4.09EM8 l.55EM5 0.1106 0.0000 0.0864 0.0015 '

0.0006 0.1992 3.99E+OS 1.51EM5 0.1078 0.0000 0.0842 0.0014 0.0006 0.1941 4.92E+08 1.87EM5 0.1329 0.0000 0.1039 0.0018 0.0008 0.2393 5.18E+08

• l.96EM5 0.1399 0.0000 0.1093 0.0019 0.0008 0.2519 6.03EM8 2.29EM5.

0.1630 0.0000 0.1274 0.0022 0.0009 0.2935 6.26E+08 2.37EM5 0.1692 0.0000 0.1322 0.0023 0.0010 0.3047

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe,,Secti?n Sump Gamma Activity (oCi/m2)

Section F2 to FI Position 21 OB I.46E+09 Section F2 to FI Position 22 OB 9.69E+o8 Section F2 to FI Position 23 OB l.31E+o9 Section F2 to Ft Position 24 OB l.49E+o9 Section F2 to Fl Position 25 OB 1.49E+o9 Section F2 to FI Position 26 OB 1.36E+o9 Section F2 to Fl Position 27 OB 1.IOE+o9 Section F2 to Fl Position 28 OB 9.78E+o8 Section F2 to Fl Position 29 OB l.28E+o9 Section F2 to Fl Position 30 OB l.41E+o9 Section F2 to Fl Position 31 OB 1.24E+o9 Section F2 to FI Position 32 OB 9.54E+o8 Section F2 to FI Position 33 OB I.32E+o9 Section F2 to Fl Position 34 OB l.33E+o9 Section F2 to Fl Position 35 OB 1.35E+o9 Section F2 to Fl Position 36 OB l.58E+o9 Section F2 to Fl Position 37 OB 1.83E+o9 Section F2 to Ft Position 38 OB l.65E+09 Section F2 to Fl Position 39 OB 1.72E+o9 Section F2 to Fl Position 40 OB I.76E+09 Section F2 to FI Position 41 OB l.87E+o9 Section F2 to Fl Position 42 OB l.81E+o9 Section F2 to FI Position 43 OB l.74E+o9 Section F2 to Fl Position 44 OB 1.29E+o9 Section F2 to Fl Position 45 OB l.80E+09 Section F2 to Fl Position 46 OB I.28E+o9 Section F2 to Fl Position 47 OB 9.26E+o8 Section F2 to Fl Position 48 OB l.69E+o9 Section F2 to Fl Position 49 OB 1.78E+o9 Section F2 to FI Position 50 OB 1.72E+09 Section F2 to F 1 Position 51 OB I.77E+o9

• Section F2 to FI Position 52 OB l.07E+09 Section F2 to FI Position 53 OB 3.57E+o8 Section F2 to FI Position 54 OB 1.70E+o8 Section Fl to Sump B Position 0 OB 8.54E+o7 Section F 1 to Sumo B Position I OB 6.04E+o7 Section Ft to Sump B Position 2 OB 6.39E+o7 Section FI to Sumo B Position 3 OB 7.07E+o7 Section Fl to Sumo B Position 4 OB 1.13E+08 Section FI to Sump B Position 5 OB l.30E+o8 Section Fl to Sumo B Position 6 OB l.llE+o8 Section Fl to Sump B Position 7 OB 2.63E+o8 Section Fl to Sumo B Position 8 OB 2.30E+o8 Mixture UIFD UIFD UIFD UIFD UIFD UIFD*

UIFD UIFD UIFD UIFD UIFD UIFD UlFD UIFD UIFD UIFD UIFD UIFD UlFD UIFD UIFD UIFD UIFD UIFD UIFD UlFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD

• UIFD UIFD UIFD

. Co-60 Cs-134 Cs-137 Cone.

eonc.

Cone.*

loCi/m2) loCi/m2)

. loCi/m21 1.13E+09 O.OOE+OO 3.24E+08 7.54E+o8 O.OOE+oO 2.15E+o8 I.02E+o9 0.00E+oO 2.92E+o8 1.16Ef09 0.00E+oO 3.31E+08 1.16E+o9 O.OOE+OO 3.31E+08 l.06E+o9 O.OOE+oO 3.02E+08 8.59E+o8 O.OOE+oO 2.45E+08 7.61E+o8 0.00E+OO 2.17E+08 9.99E+o8 0.00E+oO 2.85E+o8 l.IOE+o9 0.00E+oO 3.14E+08 9.61E+o8 O.OOE+oO 2.74E+o8 7.42E+o8 O.OOE+oO 2.12E+o8 l.03E+o9 O.OOE+OO 2.93E+08 l.03E+o9 O.OOE+oO

• 2.95E+o8 l.05E+o9 0.00E+OO 2.99E+08 l.23E+o9 0.00E+OO 3.52E+08 l.42E+09 O.OOE+OO 4.06E+o8 l.28E+o9 O.OOE+OO 3.66E+08 1.34E+o9 0.00E+oO 3.83E+o8 l.37E+o9 O.OOE+OO 3.92E+08 I.45E+D9*

0.00E+oO 4.15E+08 l.41E+o9 0.00E+OO 4.02E+o8 1.35E+o9 O.OOE+oO 3.87E+08 l.OOE+o9 O.OOE+OO 2.87E+o8 l.40E+o9 O.OOE+OO 3.99E+08 9.97E+o8 O.OOE+OO 2.85E+08 7.21E+o8 O.OOE+oO 2.06E+08 l.31E+o9 O.OOE+oO 3.75E+o8 1.38E+o9 O.OOE+oO 3.95E+08 l.34E+09 O.OOE+OO 3.83E+08 l.38E+09 ' 0.00E+OO 3.93E+o8 8.32E+o8 0.00E+oO 2.38E+08 2.78E+o8 O.OOE+oO 7.93E+o7 1.32E+o8 O.OOE+oO 3.77E+07 6.64E+07 O.OOE+oO l.90E+07 4.70E+o7 O.OOE+oO l.34E+o7 4.97E+o7 0.00E+OO l.42E+07 5.50E+o7 O.OOE+oO l.57E+o7 8.82E+07 O.OOE+oO 2.52E+07 l.OIE+o8 O.OOE+oO 2.89E+07 8.67E+o7 O.OOE+oO 2.48E+07 2.04E+o8 0.00E+oO 5.84E+07 l.79E+08 0.00E+oO. 5.12E+07

[72]

'Ni-63

• Sr-90 Cone.

Cone.

Co-60 Cs-134.,

Cs-137

,Ni-63, Sr-90 SOF*

SOF SOF SOF

'SOF SOF loCi/m2) loCi/m2) 5.73E+08 2.17E+o5 0.1548 0.0000 0.1209 0.0021 0.0009 0.2787 3.80E+o8 l.44E+o5 0.1028 0.0000 0.0803 0.0014 0.0006 0.1851 5.15E+o8 1.95E+o5 0.1392 0.0000 0.1088 0.0019 0.0008 0.2506 5.85E+o8 2.22E+-05 0.1580 0.0000 0.1234 0.0021 0.0009 0.2845 5.84E+o8 2.22E+o5 0.1579 0.0000 0.1234 0.0021 0.0009 0.2843 5.33E+o8 2.02E+o5 0.1442 0.0000 0.1126 0.0019 0.0008 0.2596' 4.33E+o8 l.64E+o5 0.1171 0.0000 0.0915 0.0016 0.0007 0.2109 3.84E+o8 1.46E+o5 0.1038 0.0000 0.0811 0.0014 0.0006 0.1868 5.04E+o8 l.91E+o5 0.1362 0.0000 0.1064 0.0018 0.0008 0.2452 5.54E+o8 2.IOE+o5 0.1499 0.0000 0.1171 0.0020 0.0009 0.2698 4.85E+o8 l.84E+o5 0.1311 0.0000 0.1024 0.0017 0.0008 0.2360 3.74E+o8 l.42E+o5 0.1012 0.0000 0.0791 0.0013 0.0006 0.1822 5.18E+o8

• l.96E+o5 0.1399 0.0000 0.1093 0.0019 0.0008 0.2518 5.22E+o8 l.98E+o5 0.1410 0.0000 0.'1101 0.0019 0.0008 0.2538 5.29E+o8 2.00E+o5 0.1429

. 0.0000 0.1116 0.0019 0.0008 0.2573 6.21E+o8 2.36E+o5 0.1679 0.0000 0.1312 0.0022 0.0010 0:3023 7.17E+o8 2.72E+o5 0.1939 O.OOOQ 0.1515 0.0026 0.0011 0.3491 6.46E+o8 2.'45E+o5 0.1746 0.0000 0.1364 0.0023 0.0010 0.3143 6.76E+o8 2.56E+o5 0.1827 0.0000 0.1428 0.0024 0.0011 0.3290

• 6.92E+08 2.62E+o5 0.1870 0.0000 0.1461 0.0025 0.0011 0.3366 7.33E+o8 2.78E+o5 0.1981 0.0000 0.1548 0.0026 0.0012 0.3567 7.lOE+o8 2.69E+o5 0.1919 0.0000 0.1499' 0.0026 0.0011 0.3455 6.83E+o8 2.59E+o5 0.1846 0.0000 0.1442 0.0025 0.0011 0.3324 5.07E+o8 l.92E+o5 0.1370 0.0000 0.1071 0.0018 0.0008 0.2467 7.05E+o8 2.67E+o5 0.1906 0.0000 0.1489 0.0025 0.0011 0.3431 5.03E+o8 1.91E+o5 0.1359 0.0000 0.1062 0.0018 0.0008 0.2447 3.64E+o8 l.38E+o5 0.0983 0.0000 0.0768 0.0013 0.0006 0.1770 6.63E+o8 2.52E+o5 0.1793

. 0.0000 0.1401 0.0024 0.0010 0.3228 6.98E+o8 2.65E+o5 0.1887 0.0000 0.1474 0.0025 O.OOH 0.3397 6.76E+o8 2.56E+o5 0.1828 0.0000 0.1428 0.0024 0.0011 0.3291 6.95E+o8 2.63E+o5 0.1878 0.0000 0.1467 0.0025 0.0011 0.3381 4.20H08 l.59E+o5 0.1135 0.0000 0.0886 0.0015 0.0007 0.2043 l.40E+o8 5.31E+o4 0.0379 0.0000 0.0296 0.0005 0.0002 0.0682 6.67E+o7 2.53E+o4 0.0180 0.0000 0.0141 0.0002 0.0001 0.0324 3.35E+o7

• l.27E+o4 0.0091 0.0000 0.0071 0.0001 0.0001 0.0163 2.37E+o7 8.99E+o3 0.0064 0.0000 0.0050 0.0001 0.0000 0.0115 2.51E+o7 9.51E+o3 0.0068 0.0000 0.0053 0.0001 0.0000 0.0122 2.78E+o7 l.05E+o4 0.0075 0.0000 0.0059 0.0001 0.0000 0.0135 4.45E+o7 l.69E+o4 0.0120 0.0000 0.0094 0.0002 0.0001 0.0217 5.IOE+o7 1.93E+o4 0.0138 0.0000 0.0108 0.0002

'0.0001 0.0248 4.37E+o7 I.66E+o4 0.0118 0.0000

'0.0092 0.0002 0.0001 0.0213 l.03E+o8 3.91E+o4 0.0279 0.0000 0.0218 0.0004 0.0002 0.0502 9.05E+o7 3.43E+o4 0.0245 0.0000 0.0191 0.0003 0.0001 0.0440

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEYUNITS 05119A Gross Pipe S~ction Sump Gamma

Activity

• . (pCi/m2);*

Section Fl to Swno B Position 9 OB 3.l8E+-08 Section Fl to Sumo B Position IO OB 5.77E+-08 Section Fl to Sump B Position I I OB 7.09E+08 Section Fl to Sumo B Position 12 OB 2.68E+-08 Section Fl to Sump B Position 13 OB 4.l0E+08 Section Fl to Sumo B Position 14 OB 1.48E+-08 Section Fl to Sumo B Position 15 OB 3.72E+-07 Section Fl to Sump B Position 16 OB 3.87E+-07 Section G3 to 02 Position 0 OB 3.08E+-08 Section G3 to 02 Position I OB 2.96E+08 SectiOn G3 to G2 Position 2 OB 2.33E+-08 Section G3 to G2 Position 3 OB 1.97E+-08 Section G3 to 02 Position 4 OB l.94E+-08 Section G3 to G2 Position 5 OB 2.39E+08 Section G3 to G2 Position 6 OB 2.15E+-08 Section G3 to 02 Position 7 OB 2.lOE+08 Section G3 to G2 Position 8 OB 2.lOE+-08 Section G3 to G2 Position 9 OB 2.l 7E+-08 Section G3 to G2 Position I 0

.OB 2.64E+-08 Section G3 to G2 Position 11 OB

. 2.98E+08 Section G3 to G2 Position 12 OB 2.68E+-08 Section G3 to G2 Position 13 OB 2.62E+-08 Section G3 to G2 Position 14 OB 3.71E+-08 Section G3 to G2 Position 15 OB 3.45E+-08 Section G3 to G2 Position 16 OB 4.28E+-08 Section G3 to G2 Position 17 OB 4.20E+-08 Section G3 to G2 Position 18 OB 3.52E+-08 Section G3 to G2 Position 19 OB 3.95E+-08 Section G3 to G2 Position 20 OB 3.47E+08 Section G3 to G2 Position 21 OB 3.95E+-08 Section G3 to G2 Position 22 OB 3.92E+-08 Section G3 to G2 Position 23 OB 4.04E+-08 Section G3 to G2 Position 24 OB 3.24E+-08 Section G3 to G2 POsition 25 OB 3.05E+-08 Section G3 to G2 Position 26 OB 2.93E+-08 Section G3 to G2 Position 27 OB l.97E+-08 Section G3 to G2 Position 28 OB 4.22E+-07 Section G3 to G2 Position 29 OB 7.92E+-07 Section G2 to G l Position 0 OB l.l5E+09 Section G2 to GI Position I OB l.l4E+-09 Section G2 to G 1 Position 2 OB l.20E+-09 Section G2 to GI Position 3 OB 8.86E+-08 Section G2 to GI Position 4 OB 8.57E+-08 Co-60 Cs-134 Cs-137 Mixture Cone.

Cone.

Cone.

. (pCi/m2l (pCi/;,.2)

(pCi/m2l

• UlFD 2.47E+-08 O.OOE+-00 7.06E+07 UlFD 4.49E+-08 O.OOE+-00 1.28E+-08 UlFD 5.5lE+-08 0.00E+-00 l.58E+-08 UlFD 2.08E+-08 O.OOE+-00 5.95E+-07 UlFD 3.l9E+-08 0.00E+-00 9.l lE+07 UlFD l.l5E+-08 0.00E+-00 3.30E+07 UlFD 2.89E+-07 0.00E+-00 8.25E+-06 UlFD 3.0lE+-07 0.00E+-00 8.59E+-06 UlFD 2.40E+08 O.OOE+-00 6.85E+-07 UlFD 2.3lE+-08 0.00E+-00 6.59E+07 UlFD 1.8lE+-08 O.OOE+-00 5.17E+07 UlFD 1.53E+-08 0.00E+-00 4.37E+07 UlFD l.51E+-08 O.OOE+-00 4.31E+-07 UlFD 1.86E+-08 0.00E+-00 5.3lE+-07 UlFD l.67E+-08 O.OOE+-00 4.78E+07 UIFD 1.63E+-08 0.00E+-00 4.66E+-07 UIFD l.63E+-08 0.00E+-00 4.66E+-07 UIFD 1.69E+-08 0.00E+-00 4.83E+-07 UlFD 2.05E+-08 O.OOE+-00 5.85E+07 U!FD 2.32E+-08 O.OOE+-00 6.62E+-07 UIFD 2.09E+-08 O.OOE+-00 5.96E+-07 UlFD 2.04E+-08 O.OOE+-00 5.82E+-07 UlFD 2.89E+-08 0.00E+-00 8.24E'f-07 UIFD 2.69E+-08 0.00E+-00 7.67E+-07 UIFD 3.33E+-08 O.OOE+-00 9.51E+-07 UIFD 3.27E+-08 O.OOE+-00 9.34E+-07 UIFD 2.74E+-08 O.OOE+-00 7.82E+-07 UlFD.

3.07E+-08 O.OOE+-00 8.78E+-07 UIFD 2.70E+-08 O.OOE+-00 7.72E+07 UIFD 3.07E+-08 0.00E+-00 8.78E+-07 UlFD 3.05E+-08 O.OOE+-00 8.72E+-07 UIFD 3.14E+08 O.OOE+-00 8.98E+-07 UlFD 2.52E+-08 O.OOE+-00 7.20E+-07 UlFD 2.37E+08 O.OOE+-00 6.77E+-07 UIFD 2.28E+-08 0.00E+-00 6.50E+-07 UlFD 1.53E+-08 0.00E+-00 4.37E+-07 UlFD 3.29E+-07 0.00E+-00 9.38E+-06 UIFD 6.16E+-07 O.OOE+-00 1.76E+07 UIFD 8.95E-t08 O.OOE+-00 2.56E+-08 UlFD 8.86E+-08 O.OOE+-00

• 2.53E+-08 UlFD 9.30E+-08 O.OOE+-00 2.65E+08

• UIFD 6.89E+-08 O.OOE+-00 1.97E+08 UlFD 6.67E+-08. O.OOE+-00 1.90E+-08

[73]

Ni-63 Sr-90 Cone.

Cone.

Co-60 Cs-134 Cs-137 Ni-63 Sr-90 SOF SOF SOF SOF SOF SOF (pCi/ml)

(oCiim2l 1.25E+-08 4.73E+-04 0.0337 0.0000 0.0263 0.0004 0.0002 0.0607 2.27E+-08 8.59E+-04 0.0612 0.0000 0.0478 0.0008 0.0004 0.1102 2.78E+-08

. 1.06E+-05 0.0752 0.0000 0.0588 0.0010 0.0004 0.1354 l.05E+-08 3.99E+-04 0.0284 0.0000 0.0222 0.0004 0.0002 0.051 l l.61E+-08 6.lOE+-04 0.0435 0.0000 0.0340 0.0006 0.0003 0.0783 5.83E+-07 2.21E+-04 0.0157 0.0000 0.0123 0.0002 0.0001 0.0284 1.46E+-07 5.53E+-03 0.0039 0.0000 0.0031 0.0001 0.0000 0.0071 1.52E+-07 5.75E+-03 0.0041 0.0000 0.0032 0.0001 0.0000 0.0074 1.2lE+-08 4.59E+-04 0.0327 0.0000 0.0255 0.0004 0.0002 0.0589 l.l6E+-08 4.41E+-04 0.0315 0.0000 0.0246 0.0004 0.0002 0.0566 9.13E+-07 3.46E+-04 0.0247 0.0000 0.0193 0.0003 0.0001 0.0444 7.72E+-07 2.93E+-04 0.0209 0.0000 0.0163 0.0003 0.0001 0.0376 7.62E+-07 2.89E+-04 0.0206 0.0000 0.0161 0.0003 0.0001 0.0371 9.39E+-07 3.56E+-04 0.0254 0.0000 0.0198 0.0003 0.0001 0.0457 8.44E+-07 3.20E+-04 0.0228 0.0000 0.0178*

0.0003 0.0001 0.0411 8.23E+-07 3.12E+-04 0.0223 0.0000 0.0174 0.0003 0.0001 0.0401 8.23E+-07 3.12E+-04 0.0222 0.0000 0.0174 0.0003 0.0001 0.0400 8.53E+-07 3.24E+-04 0.0231 0.0000 0.0180 0.0003 0.0001 0.0415 1.03E+-08 3.92E+-04 0.0280 0.0000 0.0218 0.0004 0.0002 0.0503 l.17E+08 4.44E+-04 0.0316 0.0000 0.0247 0.0004 0.0002 0.0570 1.05E+-08 3.99E+-04 0.0284 0.0000 0.0222 0.0004

. 0.0002 0.0512 l.03E+-08 3.90E+-04 0.0278 0.0000 0.0217 0.0004 0.0002 0.0501 l.46E+-08 5.52E+-04 0.0394.

0.0000 0.0308 0.0005 0.0002 0.0709 1.36E+08 5.14E+-04 0.0366 0.0000 0.0286 0.0005 0.0002 0.0660 l.68E+-08 6.37E+-04 0.0454 0.0000 0.0355 0.0006 0.0003 0.0818 l.65E+-08 6.26E+-04 0.0446 0.0000 0.0348 0.0006 0.0003 0.0803 l.38E+-08 5.24E+-04 0.0374 0.0000 0.0292 0.0005 0.0002 0.0673 l.55E+-08 5.88E+-04 0.0419 0.0000 0.0327 0.0006 0.0002 0.0755 l.36E+-08

5. l 7E+-04 0.0368 0.0000 0.0288 0.0005 0.0002 0.0663 l.55E+-08 5.88E+-04 0.0419 0.0000 0.0328

. 0.0006 0.0002 0.0755 l.54E+-08 5.84E+-04 0.0416 0.0000 0.0325 0.0006 0.0002 0.0750 I.59E+-08 6.02E+-04 0.0429 0.0000 0.0335 0.0006 0.0002 0.0772 l.27E+-08 4.82E+-04 0.0344 0.0000 0.0269 0.0005 0.0002 0.0619 1.20E+08 4.54E+-04 0.0324 0.0000 0.0253 0.0004 0.0002 0.0582 l.l5E+-08 4.36E+-04 0.0310 0.0000 0.0243 0.0004 0.0002 0.0559 7:72E+-07 2.93E+-04 0.0209 0.0000 0.0163 0.0003 0.0001 0.0376 1.66E+-07 6.29E+-03 0.0045 0.0000 0.0035 0.0001 0.0000 0.0081 3.l IE+-07 l.l8E+-04 0.0084 0.0000 0.0066 0.0001 0.0000 0.0151 4.52E+-08 l.71E+-05 0.1220 0.0000 0.0953 0.0016 0.0007 0.2197 4.47E+-08 1.70E+-05 0.1209 0.0000 0.0945 0.0016 0.0007 0.2177 4.69E+-08. l.78E+-05 0.1268 0.0000 0.0991 0.0017 0.0007 0.2283 3.48E+-08 l.32E+-05 0.0940 0.0000 0.0734 0.0013 0.0005 0.1692 3.36E+-08 l.28E+-05 0.0909 0.0000 0.0710 0.0012 0.0005 0.1637

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS OS I I 9A Gross Gamma Pipe Se~tion S~p Activity rnci/~

21 Section 02 to G 1 Position 5 OB 7.69E+-08 Section G2 to GI Position 6 OB 6.88E+-08 Section G2 to GI Position 7 OB 8.80E+-08 Section G2 to GI Position 8 OB 7.37E+-08 Section 02 to Gl Position 9 OB 6.29E+-08 Section G2 to GI Position 10 OB 6.01E+08 Section 02 to GI Position 11 OB 6.l 8E+-08 Section 02 to GI Position 12 OB 6.00E+-08 Section G2 to GI Position 13 OB 5.62E+08 Section 02 to Gt Position 14

• OB 5.62E+-08 Section 02 to GI Position 15 OB 5.80E+-08 Section 02 to GI Position 16 OB 6.30E+-08 Section 02 to GI Position 17 OB 7.48E+-08 Section G2 to GI Position 18 OB 6.62E+-08 Section 02 to GI Position 19 OB 5.14E+-08 Section 02 to GI Position 20 OB 4.46E+-08 Section 02 to GI Position 21 OB 4.56E+-08 Section 02 to GI Position 22 OB 4.64E+-08

• Section G2 to GI Position 23 OB 4.09E+-08 Section G2 to GI Position 24 OB 4.19E+-08 Section 02 to G 1 Position 25 OB 5.58E+-08 Section 02 to GI Position 26 OB 5.05E+-08 Section G2 to GI Position 27 OB

• 3.63E+-08 Section 02 to GI Position 28 OB 4.45E+-08 Section G2 to Gt Position 29 OB 4.76E+-08 section G2 to G 1 Position 30 OB 4.ISE+-08 Section G2 to G 1 Position 31 OB 3.87E+-08 Section G2 to Gt Position 32 OB 3.94E+-08 Section 02 to Gl Position 33 OB 4.30E+-08 Section G2 to G 1 Position 34 OB 4.39E+-08 Section 02 to G 1 Position 35 OB 3.81E+-08 Section G2 to GI Position 36 OB 3.95E+-08 Section G2 to Gt Position 37 OB 4.1 IE+-08 Section 02 to G 1 Position 38 OB 3.88E+-08 Section 02 to G 1 Position 39 OB 3.54E+-08 Section G2 to G 1 Position 40 OB 3.91E+-08 Section 02 to G 1 Position 41

• OB 3.64E+-08 Section 02 to GI Position 42 OB 4.0IE+-08 Section 02 to GI Position 43 OB 4.73E+-08 Section G2 to G 1 Position 44 OB 5.41E+-08 Section 02 to G 1 Position 45 OB 5.45E+-08 Section 02 to GI Position 46 OB 3.87E+07 Section G2 to GI Position 47 OB 2.36E+-07 Co-60 Cs-134 Cs-137 Mixture

,Cone.

con~.

cOnc.

1ociim'1 loCi/m2l (nCi/m2\\

UIFD 5.98E+-08 0.00E+-00 l.71E+-08 UIFD 5.35E+08 O.OOE+-00 l.53E+-08 UIFD 6.84E+-08 0.00E+-00 l.95E+08 UIFD 5.73E+-08 O.OOE+-00 l.64E+-08 UlFD 4.89E+-08 O.OOE+-00

. 1.40E+08 UIFD 4.67E+-08 O.OOE+-00 1.33E+08 UIFD 4.81E+-08 O.OOE+-OO*

1.37E+-08 UlFD 4.67E+-08 O.OOE+-00 1.33E+-08 UlFD 4.37E+-08 0.00E+-00 l.25E+08 UIFD 4.37E+-08 0.00E+-00 l.25E+-08 UIFD 4.51E+-08 0.00E+-00 l.29E+08 UIFD 4.90E+-08 O.OOE+OO l.40E+08 UIFD 5.82E+-08 O.OOE+-00 1.66E+08 UIFD 5.15E+-08 0.00E+-00 l.47E+-08 UIFD 4.00E+-08 0.00E+-00 l.14E+-08 UIFD 3.47E+08 O.OOE+-00 9.91E+-07 UIFD 3.55E+-08 0.00E+-00 l.OIE+08 UIFD 3.61E+-08 O.OOE+-00 l.03E+08 UIFD 3.18E+08 O.OOE+-00 9.09E+07 UIFD 3.26E+-08 O.OOE+-00 9.30E+07 UIFD 4.34E+.08 O.OOE+-00 l.24E+08 UIFD 3.93E+08 0.00E+-00 1.12E+08 UIFD 2.83E+08 O.OOE+-00 8.07E+-07 UIFD 3.46E+-08 O.OOE+-00 9.88E+07 UIFD 3.70E+08 O.OOE+-00 l.06E+08 UlFD 3.23E+-08 0.00E+-00 9.23E+-07 UIFD 3.01E+08 O.OOE+-00 8.61E+-07 UIFD 3.07E+08 0.00E+-00 8.76E+-07 UIFD 3.34E+-08 0.00E+-00 9.54E+07 UIFD 3.42E+08 O.OOE+-00 9.76E+-07 UIFD 2.97E+08 O.OOE+-00 8.47E+-07 UIFD 3.07E+-08 O.OOE+-00 8.77E+07 UIFD 3.20E+08 O.OOE+-00 9.13E+-07 UIFD 3.02E+08 O.OOE+-00 8.62E+07 UIFD 2.75E+-08 O.OOE+-00 7.87E+-07 UIFD 3.05E+-08 O.OOE+-00 ' 8.70E+-07 UIFD 2.83E+08 O.OOE+-00 8.09E+-07 UIFD 3.12E+-08 O.OOE+-00 8.90E+07 UIFD 3.68E+08 0.00E+-00 I.05E+08 UlFD 4.21E+-08 0.00E+-00 l.20E+-08 UlFD 4.24E+08 0.00E+-00 l.21E+-08 UIFD 3.0IE+-07 0.00E+-00 8.59E+06 UlFD l.84E+07 O.OOE+-00 5.25E+-06

[74]

Ni-63 Sr-90 Co-60 Cs-134 Cs-137 Ni-63 Si-90 Cone.*

Cone.

SOF

, SOF; SOR**

SOF SOF

• SOF (pCiim'i (pCi/m2) 3.02E+-08 l.14E+-05 0.0816 0.0000 0.0638 0.0011 0.0005 0.1469 2.70E+-08 1.02E+-05 0.0729 0.0000 0.0570 0.0010 0.0004 0.1313 3.45E+-08 l.31E+05 0.0933 0.0000 0.0729 0.0012 0.0005 0.1681 2.89E+-08 l.IOE+-05 0.0781 0.0000 0.0610 0.0010 0.0005 0.1407 2.47E+-08 9.37E+04 0.0668 0.0000 0.0522 0.0009 0.0004 0.1202 2.36E+-08 8.94E+-04 0.0637 0.0000 0.0498 0.0008 0.0004 0.1147 2.43E+-08 9.20E+-04 0.0656 0.0000 0.0512 0.0009 0.0004 0.1181 2.36E+08 8.94E+-04 0.0637 0.0000 0.0498 0.0008 0.0004 0.1147 2.21E+-08 8.36E+-04 0.0596 0.0000 0.0466 0.0008 0.0003 0.1073 2.20E+08 8.36E+-04 0.0596 0.0000 0.0465 0.0008 0.0003 0.1073 2.28E+-08 8.64E+-04 0.0616 0.0000 0.0481 0.0008 0.0004 0.1108 2.47E+08 9.37E+04 0.0668 0.0000 0.0522 0.0009 0.0004 0.1203 2.94E+08 1.1 IE+-05 0.0793 0.0000 0.0620 0.0011 0.0005 0.1428 2.60E+-08 9.85E+-04 0.0702 0.0000 0.0549 0.0009 0.0004 0.1264 2.02E+08 7.65E+-04 0.0545

' 0.0000 0.0426 0.0007 0.0003 0.0982 1.75E+08 6.64E+-04 0.0473 0.0000 0.0370 0.0006 0.0003 0.0852 l.79E+-08 6.78E+-04 0.0484 0.0000 0.0378 0.0006 0.0003 0.0871 l.82E+-08 6.91E+-04 0.0493 0.0000 0.0385 0.0007 0.0003 0.0887 l.61E+08 6.09E+-04 0.0434 0.0000 0.0339 0.0006 0.0003 0.0781 l.64E+-08 6.23E+-04 0.0444 0.0000 0.0347 0.0006 0.0003 0.0800 2.19E+08 8.30E+-04 0.0592 0.0000 0.0462 0.0008 0.0003 0.1066 1.98E+08 7.52E+-04 0.0536 0.0000 0.0419 0.0007 0".0003 0.0965 l.43E+-08 5;41E+-04 0.0386 0.0000.

0.0301 0.0005 0.0002 0.0694

!.75E+-08 6.62E+04 0.0472 0.0000 0.0369 0.0006 0.0003 0.0849 l.87E+-08 7.08E+-04 0.0505 0.0000 0.0394 0.0007 0.0003 0.0909 l.63E+-08 6.18E+-04 0.0441 0.0000 0.0344 0.0006 0.0003 0.0793 l.52E+-08 5.77E+-04 0.0411 0.0000 0.0321 0.0005 0.0002 0.0740

!.55E+-08 5.87E+-04 0.0418

' 0.0000 0.0327 0.0006 0.0002 0.0753

!.69E+-08 6.39E+-04 0.0456 0.0000 0.0356 0.0006 0.0003 0.0821 l.72E+-08 6.54E+-04 0.0466

' 0.0000 0.0364 0.0006 0.0003 0.0839

!.50E+08 5.68E+04

'0.0405 0.0000 0.0316 0.0005 0.0002 0.0729 1.55E+o8 5.87E+04 0.0419

'0.0000 0.0327 0.0006 0.0002 0.0754

!.61E+-08 6.12E+-04 0.0436 0.0000 0.0341 0.0006 0.0003 0.0785

• 1.52E+-08 5.77E+-04 0.0412 0.0000 0.0322 0.0005' 0.0002

'0.0741 1.39E+08 5.27E+04 0.0376 0.0000 0.0294 0.0005 0.0002 0.0676 1.54E+-08 5.83E+04 0.0415 0.0000 0.0324 0.0006 0.0002 0.0748 l.43E+08 5.42E+-04 0.0387 0.0000 0.0302 0.0005 0.0002 0.0696 1.57E+-08 5.96E+04 0.0425 0.0000 0.0332 0.0006 0.0002 0.0765 1.86E+-08 7.05E+-04 0.0502 0.0000 0.0392 0.0007 0.0003 0.0904 2.12E+-08 8.05E+-04 0.0574 0.0000 0.0449 0.0008 0.0003 0.1034 2.14E+08 8.l IE+04 0.0578 0.0000 0.0451 0.0008 0.0003 0.1040 l.52E+-07 5.76E+-03 0.0041 0.0000 0.0032 0.0001 0.0000 0.0074 9.27E+-06 3.52E4;03 0.0025 0.0000' 0.0020 0.0000 0.0000 0.0045

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

~ii)e~,~~~ti~n, i-' '

n

~

=ZIONSOLUTIONSw:-

.... ~~

Section G2 to GI Position 48 OB 2.32E+o7 UIFD l.80E+o7 O.OOE+OO 5.15E+o6 9.l IE+o6 3.45E+o3 0.0025 0.0000 0.0019 0.0000 0.0000 0.0044 Section G2 to GI Position 49 OB 2.46E+07

• UlFD 1.91E+07 O.OOE+oO 5.47E+06 9.66E+06 3.66E+o3 0.0026 0.0000 0.0020 0.0000 0.0000 0.0047 Section GI to Sumo B Position Zero OB l.05E+09 UlFD 8.15E+o8 0.00E+oO 2.33E+o8 4.12E+o8 l.56E+o5 0.1112 0.0000 0.0869 0.0015 0.0006 0.2003 Section GI to Sumo B Position I OB 9.27E+o8 UlFD 7.2 IE+o8 0.00E+oO 2.06E+08 3.64E+o8 1.38E+o5 0.0984 0.0000 0.0768 0.0013 0.0006 0.1771 Section G 1 to Sumo B Position 2 OB l.13E+o9 UIFD 8.79E+08 O.OOE+oO 2.51E+08 4.44E+08 l.68E+o5 0.1199 0.0000 0.0937 0.0016 0.0007 0.2158 Section GI to Sump B Position 3 OB l.19E+o9 UlFD 9.23E+o8 O.OOE+OO 2.64E+08 4.66E+o8 I.77E+o5 0.1259 0.0000 0.0984 0.0017 0.0007 0.2267 Section Gt to Sumo B Position 4 OB 1.07E+o9 Ul FD 8.28E+o8 O.OOE+oO*

2.37E+08 4.18E+08 1.59E+05 0.1130 0.0000 0.0883 0.0015 0.0007 0.2034 Section Gt to Suffip B Position 5 OB l.07E+o9 UIFD

• 8.32E+o8 O.OOE+oO 2.38E+o8 4.20E+o8 l.59E+o5 0.1134 0.0000 0.0886 0.0015 0.0007 0.2042 Section G 1 to Sumo B Position 6 OB 6.82E+o8 UlFD 5:3oE+08 O.OOE+oO.

l.51E+08 2.68E+08 l.01E+o5 0.0723 0.0000 0.0565 0.0010 0.0004 0.1302 Section GI to Sump B PoSition 7 OB 5.61E+o8 Ul FD 4.36E+08 0.00E+oo.

1.25E+08 2.20E+o8 8.35E+04 0.0595 0.0000 0.0465 0.0008 0.0003 0.1071 Section Gt to Sumo B Position 8 OB 8".23E+o8 UlFD 6.40E+08 O.OOE+OO l.83E+08 3.23E+08 l.23E+o5 0.0873 0.0000 0.0682 0.0012 0.0005 0.1572 Section G 1 to Sump B Position 9 OB 8.00E+o8 U1 FD 6.22E+o8 O.OOE+oO l.78E+o8 3.14E+o8 l.19E+o5 0.0849 0.0000.

0.0663 0.0011 0.0005 0.1529 Section G 1 to Sump B Position 10 OB l.IOE+o9 UIFD 8.54E+o8 0.00E+oO 2.44E+o8 4.3 IE+o8 l.63E+o5 0.1165 0.0000 0.0910 0.0016 0.0007 0.2097 Section GI to Sumo B Position 11 OB 1.08E+o9 UIFD 8.41E+08 O*OOE+oO 2.40E+08 4.24E+08 1.61E+o5 0.1147 0.0000 0.0896 0.0015 0.0001

• 0.2065 Section GI to Sump B Position 12 OB 9.34E+o8 UlFD 7.26E+o8 0.00E+oO 2.07E+o8 3.67E+o8 1.39E+o5 0.0991 0.0000 0.0774 0.0013 0.0006 0.1784 Section GI to Sumo B Position 13 OB 8.62E+o7 UIFD 6.71E+07 O.OOE+oO 1.92E+07 3.38E+07 1.28E+o4 0.0091 0.0000 0.0071 0.0001 0.0001 0.0165 Section G 1 to Sumo B Position 14 OB 3.95E+o7 UIFD 3.08E+07 O.OOE+oO 8.78E+06 1.55E+o7 5.89E+o3 0.0042 0.0000 0.0033 0.0001 0.0000 0.0076 Section GI to SumP B Position 15 OB 3.29E+o7 UIFD 2.56E+07 O.OOE+oO 7.31E+06 I.29E+o7 4.90E+03 0.0035 0.0000 0.0027 0.0000 0.0000 0.0063 Section H3 to H2 Position 0 OB 3.84E+o8 UlFD 2.99E+o8 O.OOE+oO 8.53E+07 1.51E+o8 5.72E+04 0.0407 0.0000 0.0318 0.0005 0.0002 0.0734 Section H3 to H2 Position 1 OB 5.14E+o8 UlFD 4.00E+o8 O.OOE+oO l.14E+08 2.02E+08 7.65E+04 0.0545 0.0000 0.0426 0.0007 0.0003 0.0982 Section H3 to H2 Position 2 OB 6.69E+o8 UIFD 5.20E+o8 0.00E+oO l.49E+o8 2.63E+o8 9.96E+o4 0.0710 0.0000 0.0555 0.0009 0.0004 0.1278 Section H3 to H2 Position 3 OB 6.97E+o8 UIFD 5.42E+08 O.OOE+oO l.55E+08 2.74E+o8 1.04E+o5 0.0740 0.0000 0.0578 0.0010 0.0004 0.1331 Section H3 to H2 Position 4 OB*

8.41E+o8 UlFD 6.54E+o8 0.00E+oO l.87E+o8 3.30E+o8 l.25E+o5 0.0892 0.0000 0.0697

.0.0012 0.0005 0.1606

. Section H3 to H2 Position 5 OB 6.48E+o8 UlFD 5.04E+o8 O.OOE+oO I.44E+08 2.54E+08 9.65E+04 0.0688 0.0000 0.0537 0.0009 0.0004 0.1238 Section H3 to H2 Position 6 OB 6.44E+o8 UIFD 5.01E+08 0.00E+oO I.43E+o8 2.53E+o8 9.59E+o4 0.0683 0.0000 0.0534 0.0009 0.0004 0.1230 Section H3 to H2 Position 7 OB 6:86E+o8 UIFD 5.34E+08 0.00E+oO I.52E+08 2.69E+08 l.02E+o5 0.0728 0.0000 0.0569 0.0010 0.0004 0.1310 Section H3 to H2 Position 8 OB.

5.73E+o8 UlFD 4.46E+08 O.OOE+oO 1.27E+08 2.25E+o8 8.53E+o4 0.0608 0.0000 0.0475 0.0008 0.0004 0.1095 Section H3 to H2 Position 9 OB 5.81 E+o8 Ul FD 4.52E+o8 O.OOE+oO 1.29E+08 2.28E+08 8.65E+04 0.0616 0.0000 0.0482 0.0008 0.0004 0.1110 Section H3 to H2 Position 10 OB 5.13E+o8 UlFD 3.99E+o8 O.OOE+oO l.14E+08 2.01E+o8 7.64E+o4 0.0544 0.0000 0.0425 0.0007 0.0003 0.0980 Section H3 to H2 Position 11 OB 4.57E+o8 UlFD 3.55E+o8 O.OOE+oO 1.02E+08 1.79E+08 6.80E+04 0.0485 0.0000 0.0379 0.0006 0.0003 0.0873 Section H3 to H2 Position 12 OB 3.78E+o8 UIFD 2.94E+08 O.OOE+oO 8.40E+07 1.48E+o8

• 5.63Ef-04 0.0401 0.0000 0.0313 0.0005 0.0002 0.0722 Section H3 to H2 Position 13 OB 2.31E+o8 UlFD 1.80E'+-08 O.OOE+oO 5.13E+07 9.'()7E+07 3.44E+o4 0.0245 0.0000 0.0191 0.0003 0.0001 0.0441 Section H3 to H2 Position 14 OB 3.51E+o7 UIFD 2.73E+07 O.OOE+oo*

7.80E+06 1.38E+o7 5.22E+o3 0.0037 0.0000 0.0029 0.0000 0.0000 0.0067 Section H3 to H2 Position 15 OB l.37E+o8 UlFD l.07E+o8 O.OOE+oO 3.04E+07 5.38E+o7 2.04E+o4.

0.0145 0.0000 O.ot 14 0.0002 0.0001 0.0262 Section HZ to H 1 Position 0 OB 7.69E+o8 UIFD 5.98E+o8 0.00E+oO l.71E+08 3.02E+o8 l.14E+o5 0.0816.

0.0000 0.0637 0.0011 0.0005

().1469 Section H2 to HI Position 1 OB 6.90E+o8 UlFD 5.37E+o8 O.OOE+oO I.53E+08 2.71E+o8 l.03E+o5 0.0732 0.0000 0.0572 0.0010 0.0004 0.1318 Section H2 to H 1 Position 2 OB 9.92E+o8 UlFD 7.72E+o8 O.OOE+oO 2.20E+o8 3.89E+o8 1.48E+o5 0.1053 0.0000 0.0822 0.0014 0.0006 0.1895 Section H2 to H 1 Position 3 OB 1.07E +09 U 1 FD 8.32E +o8 0.00E+oO 2.38E+o8 4.20E+o8 l.59E+05 0.1135 0.0000 0.0887 0.0015 0.0007 0.2044 Section H2 to HI Position 4 OB 9.91E+o8 UlFD 7.71E+o8 O.OOE+oO 2.20E+o8 3.89E+o8 1.48E+05 0.1051 0.0000 0.0821 0.0014 0.0006 0.1893 Section H2 to H 1 Position 5 OB 9.55E+08 UlFD 7.43E+o8 O.OOE+OO 2.12E+08 3.75E+o8' 1.42E+o5 0.1013 0.0000 0.0792 0.0014 0.0006 0.1824 Section H2 to HI Position 6 OB I.06E+09 UIFD 8.24E+o8 0.00E+OO 2.36E+o8 4.16E+o8 l.58E+05 0.1125 0.0000 0.0879

. 0.0015 0.0007 0.2025 Section H2 to HI Position 7 OB 1.01E+09 UlFD 7.86E+o8

.O.OOE+oO 2.24E+08 3.96E+08 1.50E+05 0.1072 0.0000 0.0837 0.0014 0.0006 0.1929 Section H2 to HI Position 8 OB 9.82E+08 UIFD 7.64E+o8 O.OOE+oO 2.18E+o8 3.85E+o8 l.46E+o5 0.1042 0.0000 0.0814 0.0014 0.0006 0.1876

[75]

\\

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Section Sump Gamma Activity foCilm2l Section H2 to Hl Position 9 OB l.02E+o9 Section H2 to HI Position IO OB 9.27E+o8 Section H2 fo HI Position 11 OB 8.78E+o8 Section H2 to H l Position 12 OB 8.49E+o8 Section H2 to Hl Position 13 OB 8.0IE+08 Section H2 to HI Position 14 OB.

6.57E+08 Section H2 to HI Position 15 OB 7.18E+o8 Section H2 to Ht Position 16 OB 6.38E+o8 Section H2 to HI Position 17 OB 7.13E+o8 Section H2 to HI Position 18 OB 6.61E+o8 Section H2 to HI Position 19 OB 6.58E+08 Section H2 to HI Position 20 OB 7.35E+o8 Section H2 to HI Position 21 OB 6.84E+o8 Section H2 to HI Position 22 OB 6.90E+o8 Section H2 to HI Position 23 OB 5.66E+o8 Section H2 to HI Position 24 OB 6.38E+o8 Section H2 to HI Position 25 OB 5.74E+08 Section H2 to HI Position 26 OB

.7.26E+o8 Section H2 to HI Position 27 OB 7.39E+o8 Section H2 to Ht Position 28 OB 6.20E+o8 Section HZ to HI Position Z9 OB 6.77E+o8 Section H2 to HI Position 30 OB 6.20E+o8 Section H2 to HI Position 31 OB 6.09E+o8 Section HZ to HI Position 32 OB 7.97E+o8 Section HZ to HI Position 33 OB 4.93E+o8 Section H2 to HI Position 34 OB 4.58E+o8 Section HZ to HI Position 35 OB 4.89E+o8 Section H2 to HI Position 36 OB 5.18E+o8 Section H2 to HI Position 37 OB 8.04E+o8 Section H2 to H l Position 38 OB 6.86E+o8 Section H2 to Ht Position 39 OB 6.47E+08 Section H2 to HI Position 40 OB 5.98E+o8 Section H2 to HI Position 41 OB 4.07E+o8 Section HZ to Ht Position 42 OB 5.22E+08 Section H2 to HI Position 43 OB 7.21E+08 Section H2 to HI Position 44 OB 7.19E+o8 Section H2 to Hl Position 45 OB 5.61E+08 Section H2 to HI Position 46 OB l.20E+o8 Section HZ to HI Position 47 OB 7.77E+07 Section H2 to HI Position 48 OB 5.47E+07 Section H2 to HI Position 49 OB 4.61E+o7 Section HI to Sumo B Position 0 OB 6.97E+o8 Section HI to Sumo B Position 1 OB 9.14E+o8 Co-60 Cs-134 Cs-137 Mixture Cone.

Cone.

Cone.

Cilm2l. loCilm2)

<oCilm'i UlFD 7.93E+o8 0.00E+OO 2.27E+08 UIFD 7.21E+o8 O.OOE+oO 2.06E+o8 UIFD 6.83E+o8 O.OOE+oO l.95E+o8 UIFD 6.60E+o8 0.00E+oO l.89E+o8 UlFD 6.23E+o8 O.OOE+oO l.78E+08 UlFD 5.l 1E+o8 0.00E+OO 1.46E+08 UIFD 5.58E+o8 0.00E+oO 1.60E+o8 UIFD 4.96E+o8 0.00E+oO l.42E+o8 UIFD 5.55E+o8 0.00E+oO l.58E+o8 UIFD 5.14E+o8 0.00E+oO l.47E+08 UIFD' 5.12E+o8 O.OOE+oO 1.46E+08 UIFD 5.72E+o8 0.00E+oO 1.63E+o8 UlFD 5.32E+o8 0.00E+oO 1.52E+08 UIFD 5.37E+o8 0.00E+oO l.53E+08 UIFD 4.40E+08 0.00E+oO l.26E+08 UIFD 4.96E+08 O.OOE+oO 1.42E+o8 UIFD 4.46E+o8 O.OOE+oO l.28E+08 UIFD 5.65E+o8 0.00E+oO l.61E+o8.

UIFD 5.75E+o8 0.00E+oO 1.64E+08 UIFD 4.82E+08 0.00E+oO l.38E+08 UlFD 5.27E+08 O.OOE+oO l.50E+08 UIFD 4.82E+o8 0.00E+oO l.38E+o8 UlFD 4.74E+08 O.OOE+oO l.35E+08 UlFD 6.20E+08 0.00E+oO 1.77E+08 UIFD 3.83E+o8 O.OOE+oO l.IOE+o8 UIFD 3.56E+o8 O.OOE+oO l.02E+o8 UIFD 3.80E+o8 0.00E+oO 1.09E+o8 UIFD 4.03E+o8 O.OOE+oO l.15E+o8 UlFD 6.25E+o8 O.OOE+oO l.79E+o8 UlFD 5.34E+o8 0.00E+oO l.52E+o8 UIFD 5.03E+o8 O.OOE+oO l.44E+08 UIFD 4.65E+o8 O.OOE+oO l.33E+o8 UlFD 3.17E+o8 0.00E+oO 9.04E+o7 UIFD. 4.06E+o8 O.OOE+oO

.l.16E+o8 UIFD 5.61E+o8 O.OOE+oO l.60E+08.

UlFD 5.59E+o8 O.OOE+oO l.60E+o8 UIFD 4.36E+o8 O.OOE+oO l.25E+o8 UlFD 9.33E+o7 O.OOE+oO 2.67E+o7 UIFD 6.04E+o7 0.00E+oO l.73E+07 UlFD 4.25E+o7 0.00E+oO l.22E+07 UIFD 3.59E+o7 0.00E+oO l.02E+o7 UIFD 5.42E+o8 O.OOE+oO l.55E+o8 UlFD 7.1 IE+o8 0.00E+oO 2.03E+o8

[76]

Ni-63 Sr-90' Cone.

Cone.

Co-60 Cs-134 Cs,137 Ni-63 Sr-90 SOF SOF SOF SOF SOF.

SOF loCVm'l loCilm'l

' }

4.00E+08 l.52E+o5 0.1082 0.0000 0.0845 0.0014 0.0006 0.1948 3.64E+o8 l.38E+o5 0.0984 0.0000 0.0768 0.0013 0.0006 0.1771 3.45E+o8 l.31E+o5 0.0932 0.0000 0.0728 0.0012 0.0005 0.1677 3.33E+o8 1.26E+o5 0.0901 0.0000 0.0704 0.0012 0.0005 0.1622 3.14E+o8 l.19E+o5 0.0850 0.0000 0.0664 0.0011 0.0005 0.1530 2.58E+o8 9.78E+04 0.0697 0.0000 0.0545 0.0009 0.0004 0.1255 2.82E+o8 l.07E+o5 0.0762 0.0000 0.0595 0.0010 0.0004 0.1372 2.50E+o8 9.50E+o4 0.0677 0.0000 0.0529 0.0009 0.0004 0.1219 2.80E+o8 I.06E+o5 0.0756 0.0000 0.0591 0.0010 0.0004 0.1362 2.59E+08 9.84E+04 0.0701 0.0000 0.0548 0.0009 0.0004 0.1263 2.58E+08 9.79E+o4 0.0698 0.0000 0.0545 0.0009 0.0004 0.1257 2.89E+o8 l.09E+o5 0.0780 0.0000 0.0609*

0.0010 0.0005 0.1404 2.68E+o8 l.02E+o5 0.0726 0.0000 0.0567 0.0010 0.0004 0.1307 2.71E+o8 l.03E+o5 0.0732 0.0000 0.0572 0.0010 0.0004 0.1318 2.22E+o8 8.43E+o4 0.0601 0.0000 0.0469 0.0008 0.0003 0.1081 2.50E+o8 9.50E+04 0.0677 0.0000 0.0529 0.0009 0.0004 0.1219 2.25E+o8 8.54E+04 0.0609 0.0000 0.0476 0.0008 0.0004 0.1096 2.85E+o8 l.08E+o5 0.0770

'0.0000 0.0602 0.0010 0.0004 0.1387 2.90E+o8 l.10E+o5 0.0784 0.0000 0.0613 0.0010 0.0005 0.1412 2.43E+08 9.23E+04 0.0658 0.0000 0.0514 0.0009 0.0004 0.1184 2.66E+o8 1.0IE+o5

. 0.0718 0.0000 0.0561

.0.0010 0.0004 0.1293 2.43E+o8 9.23E+o4

. 0.0658 0.0000' 0.0514 0.0009 0.0004 0.1184 2.39E+o8 9.07E+o4 0.0646 0.0000' 0.0505 0.0009 0.0004 0.1163 3.13E+o8 l.19E+o5 0.0846 0.0000 0.0661 0.0011 0.0005 0.1522 l.94E+o8 7.34E+o4 0.0523 0.0000 0.0409 0.0007 0.0003 0.0942 l.80E+o8 6.82E+o4 0.0486 0.0000 0.0380 0.0006 0.0003 0.0875 l.92E+o8 7.28E+o4 0.0519 0.0000 0.0405 0.0007 0.0003 0.0934 2.03E+o8 7.71E+o4 0.0550 0.0000 0.0429 0.0007 0.0003 0.0989 3.16E+o8 l.20E+o5 0.0853 0.0000 0.0666" 0.0011 0.0005 0.1536 2.69E+o8 l.02E+o5 0.0728 0.0000 0.0569 0.0010 0.0004 0.1310 2.54E+o8 9.63E+o4 0.0686 0.0000 0.0536 0.0009 0.0004 0.1236 2.35E+o8 8.90E+o4 0.0634 0.0000' 0.0496 0.0008 0.0004 0.1142 1.60E+o8 6.06E+o4 0.0432 0.0000 0.0337 0.0006 0.0003 0.0777 2.05E+o8 7.77E+o4 0.0554 0.0000 0.0433 0.0007 0.0003 0.0997 2.83E+o8 l.07E+o5 0.0765 0.0000 0.0598 0.0010 0.0004 0.1377 2.82E+o8 l.07E+o5 0.0763 0.0000 0.0596 0.0010 0.0004 0.1373 2.20E+o8 8.35E+o4 0.0595 0.0000 0.0465 0.0008 0.0003 0.1072 4.71E+o7 l.79E+o4 0.0127 0.0000 0.0099 0.0002 0.0001 0.0229 3.05E+o7 l.16E+04 0.0082 0.0000 0.0064 0.0001 0.0000 0.0148 2.15E+o7 8.14E+o3 0.0058

. 0.0000 0.0045 0.0001 0.0000 0.0104 I.81E+o7 6.86E+o3 0.0049 0.0000 0.0038 0.0001 0.0000.

0.0088 2.74E+o8 l.04E+o5 0.0740 0.0000 0.0578 0.0010 0.0004 0.1331 3.59E+o8 1.36E+o5 0.0970 0.0000 0.0758 0.0013 0.0006 0.1746

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe* Secti~n Sump Gamma Activity

!nCi/m2l Section HI to Sump B Position 2

, OB 9,04E+-08 Section HI to Sumo B Position 3 OB l.04E+-09 Section Hl to Sumn B Position 4 OB l.18E+-09 Section HI to Sumo B Position 5 OB 1.44E+-09 Section HI to Sumo B Position 6 OB I.SOE+-09 Section HI to Sump B Position 7 OB 9.95E+-08 Section HI to Sumo B Position 8 OB l.30E+-09 Section HI to Sumo B Position 9 OB l.19E+-09 Section HI* to Sumo B Position 10 OB l.33E+-09 Section HI to Sump B Position 11 OB

. l.63E+-09 Section Ht to Sumo B Position 12 OB l.89E+-09 Section HI to Sump B Position 13 OB l.33E+-09 Section HI to Sumo B Position 14 OB l.OOE+-09 Section HI to Sump B Position 15 OB 6.87E+08 Section HI to Sumo B Position 16 OB 3.00E+07 Section HI to Sumn B Position 17 OB 2.04E+-07 Section J2 to J3 Position Zero OB l.OIE+-09 Section J2 to J3 Position 1 OB l.13E+-09 Section J2 to J3 Position 2 QB 1.87E+-09 Section J2 to J3 Position 3 OB 2.14E+-09 Section J2 to J3 Position 4 OB 2.l 7E+-09 Section J2 to J3 Position 5 OB 2.19E+-09 Section J2 to J3 Position 6 OB 2.13E+-09 Section J2 to J3 Position 8 OB 2.l 7E+-09 Section J2 to J3 Position 9 OB 2.10E+09 Section J3 to J1 Positi6n Zero OB 6~73E+-08 Section J3 to JI Position I OB 5.67E+-08 Section J3 to J1 Position 2 OB 4.19E+-08 Section J3 to J 1 Position 3 OB 4.lOE+-08 Section J3 to J1 Position 4 OB 3.78E+-08 Section J3 to J1 Position 5 OB 7.SOE+-08 Section J3 to JI Position 6 OB 9.63E+-08 Section* J3 to J1 Position 7

• OB 7.0IE+-08 Section J3 to J 1 Position 8 OB 5.97E+08 Section J3 to J 1 Position 9 OB 5.23E+08 Section J3 to JI Position I 0 OB 4.l 7E+-08 Section J3 to JI Position 11 OB 5.41E+08 Section 13 to JI Position 12 OB 5.29E+-08 Section J3 to JI Position 13 OB 4.58E+-08 Section J3 to JI Position 14 OB 4.87E+-08 Section J3 t.o JI Position 15 OB 5.09E+-08 Section J3 to JI Position 16 OB 4.77E+-08 Section 13 to JI Position 17 OB 4.60E+08 C0-60 Cs-134 cs':m Mixture cOnc.

Cone.

Cone.

!oCi/m2)

(pCilm2)

(pCilm'l UIFD 7.03E+-08 O.OOE+-00 2.0lE+-08 UIFD 8.09E+-08 0.00E+-00 2.31E+08 UIFD 9.18E+-08 O.OOE+-00 2.62E+08 UIFD 1.12E+-09 O.OOE+-00 3.20E+-08 UIFD l.17E+09 0.00E+OO 3.33E+08' UIFD 7.74E+-08 0.00E+-00 2.21E+-08 UIFD l.OIE+-09 O.OOE+OO 2.89E+08 UIFD 9.26E+-08 0.00E+-00 2.64E+-08 UIFD l.03E+-09 0.00E+-00 2.95E+-08 UIFD l.27E+-09 0.00E+-00 3.62E+-08 UIFD l.47E+-09 0.00E+-00 4.20E+-08 UIFD l.03E+-09 O.OOE+-00 2.95E+-08 UIFD 7.78E+-08 0.00E+-00 2.22E+-08 UIFD 534E+-08 O.OOE+-00 l.53E+08 UIFD 2.33E+-07 O.OOE+-00 6.67E+06 UIFD l.59E+-07 0.00E+-00 4.53E+06 UIFD 7.86E+-08 O.OOE+-00 2.24E+-08 UIFD 8.79E+-08 O.OOE+-00 2.51E+08 UIFD l.45E+-09 0.00E+-00 4.15E+-08 UIFD l.66E+-09 0.00E+-00 4.75E+-08 UIFD l.69E+-09 O.OOE+-00 4.82E+08 UIFD l.70E+-09 O.OOE+-00 4.87E+-08 UIFD l.66E+-09 0.00E+-00 4.73E+-08 UlFD l.69E+09 O.OOE+-00 4.82E+-08 UIFD l.63E+-09 0.00E+-00 4.67E+08 UIFD 5.23E+-08 0.00E+-00 I.SOE+-08 UIFD 4.41E+-08 O.OOE+OO l.26E+-08 UIFD, 3.26E+-08 O.OOE+-00 9.3 IE+-07 UIFD 3.19E+-08 O.OOE+-00 9.l IE+-07 UIFD 2.94E+-08 O.OOE+OO 8.40E+-07 UIFD 5.83E+-08 0.00E+-00 1.67E+-08 UIFD 7.49E+-08 0.00E+OO 2.14E+-08 UIFD 5.45E+08 0.00E+-00 l.56E+-08 UIFD 4.64E+-08 O.OOE+OO l.33E+08 UIFD 4.07E+-08 0.00E+OO 1.16E+08 UIFD 3.24E+-08 0.00E+OO 9.26E+07 UIFD 4.21E+-08 O.OOE+-00 l.20E+-08 UIFD 4.1 IE+-08 0.00E+-00 l.18E+-08 UIFD 3.56E+-08 0.00E+-00 I.02E+-08 UIFD 3.79E+-08 O.OOE+-00 l.08E+-08 UtFD 3.96E+-08 O.OOE+OO.

l.13E+-08 UlFD 3.71E+-08 O.OOE+OO 1.06E+-08 UlFD 3.58E+-08 O.OOE+OO l.02E+08

[77]

~

ZlONSOLUTIONStu

111.~C-.-,

Ni-63 Sr'90 '

• cone.

Cone.

Co-60

,Cs-134 Cs-137 Ni-63 Sr-90 SOF SOF SOF SOF SOF SOF (pCilm'l (oCi/m2) 3.55E+08 1.35E+-05 0.0959 0.0000 0.0749 0.0013 0.0006 0.1727 4.08E+-08 l.55E+-05 0.1103 0.0000 0.0862 0.0015 0.0006 0.1987 4.63E+-08 l.76E+-05 0.1252 0.0000 0.0978 0.0017 0.0007 0.2254 5.65E+08 2.14E+-05 0.1528 0.0000 0.1194 0.0020 0.0009 0.2751 5.89E+08 2.23E+-05 0.1591 0.0000 0.1243 0.0021 0.0009 0.2865 3.91E+08 l.48E+05 0.1056 0.0000 0.0825 0.0014 0.0006

, 0.1901 5.IOE+-08 l.94E+-05 0.1379 0.0000 0.1078 0.0018 0.0008 0.2483 4.67E+-08 1.77E+-05 0.1263 0.0000 0.0986 0.0017 0.0007 0.2273 5.22E+-08 l.98E+-05 0.1411 0.0000 0.1102 0.0019 0.0008 0.2541 6.40E+-08 2.43E+-05 0.1729 0.0000 0.1351 0.0023 0.0010 0.3114 7.42E+-08 2.81E+-05 0.2005 0.0000 0.1567 0.0027 0.0012 0.3610 5.22E+-08 l.98E+-05 0.1411

-0.0000 0.1102 0.0019 0.0008 0.2541 3.93E+-08 l.49E+-05 0.1061 0.0000 0.0829 0.0014 0.0006 0:1910 2.70E+-08 l.02E+-05 0.0729 0.0000 0.0569 0.0010 0.0004 0.1312 l.18E+07 4.47E+-03 0.0032 0.0000 0.0025 0.0000 0.0000 0.0057 8.0IE+06 3.04E+-03 0.0022 0.0000 0.0017 0.0000 0.0000 0.0039 3.96E+08 I.50E+-05 0.1072 0.0000 0.0837 0.0014 0.0006 0.1929 4.44E+-08 l.68E+-05 0.1199 0.0000 0.0937 0.0016 0.0007 0.2159 7.34E+08 2.78E+-05 0.1984 0.0000 0.1550 0.0026 0.0012 0.3572 8.40E+-08 3.19E+-05 0.2271 0.0000 0.1774 0.0030 0.0013 0.4088 8.52E+-08 3.23E+-05 0.2302 0.0000 0.1799 0.0031.

0.0013 0.4145 8.60E+-08 3.26E+-05*

0.2324 0.0000 0.1815 0.0031 0.0014 0.4183 8.36E+-08 3.l 7E+-05 0.2260 0.0000 0.1766 0.0030 0.0013 0.4069 8.52E+-08 3.23E+-05 0.2302 0.0000 0.1799 0.0031 0.0013 0.4145 8.24E+-08 3.13E+05

.0.2228 0.0000 0.1741 0.0030 0.0013 0.4011 2.64E+-08 1.00E+05 0.0714 0.0000 0.0558 0.0010 0.0004 0.1286 2.23E+-08 8.44E+-04 0.0602 0.0000 0.0470 0.0008 0.0004 0.1083 l.64E+-08 6.24E+-04 0.0445 0.0000 0.0347 0.0006 0.0003 0.0800 1.61E+-08 6.IOE+-04 0.0435 0.0000 0.0340 0.0006 0.0003 0.0783 l.48E+-08 5.63E+-04 0.0401 0.0000 0.0313 0.0005 0.0002 0.0722 2.94E+-08 l.12E+-05 0.0796 0.0000 0.0622 0.0011 0.0005 0.1433 3.78E+-08 l.43E+-05 0.1022 0.0000 0.0798 0.0014 0.0006 0.1840 2.75E+08 1.04E+-05 0.0744 0.0000 0.0581 0.0010 0.0004 0.1339 2*.34E+08 8.89E+-04 0.0633 0.0000 0.0495 0.0008 0.0004 0.1140 2.05E+08 7.79E+04 0.0555 0.0000 0.0434 0.0007 0.0003 0.0999 l.64E+-08 6.21E+-04 0.0442 0.0000 0.0346-0.0006' 0.0003 0.0797 2.12E+-08 8.05E+-04 0.0574 0.0000 0.0448 0.0008 0.0003 0.1033 2.08E+08 7.87E+-04 0.0561 0.0000 0.0438 0.0007 0.0003 0.1010 1.80E+-08 6.82E+-04 0.0486 0.0000 0.0380 0.0006 0.0003 0.0875 l.91E+-08 7.25E+-04 0.0517 0.0000 0.0404 0.0007 0.0003 0.0930 2.00E+-08 7.58E+-04 0.0540 0.0000 0.0422 0.0007 0.0003 0.0972 1.87E+08 7.lOE+-04 0.0506 0.0000 0.0395 0.0007 0.0003 0.0911 l.81E+08 6.85E+-04 0.0488 0.0000 0.0381 0.0007 0.0003 0.0879

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Gamma Pipe SectiOn Sump Activity (pCiim'l Section J3 to J 1 Position 18 OB 4.26E+o8 Section J3 to Jl Position 19 OB 2.90E+o8 Section J3 to JI Position 20 OB 2.62E+o8 Section J3 to J1 Position 21 OB 2.04E+o8 Section J3 to Jl Position 22 OB 2.03E+08 Section J3 to JI Position 23 OB l.98E+o8 Section J3 to JI Position 24 OB 2.29E+o8 SectiOn J3 to JI Position 25 OB 2.97E+o8 Section J3 to JI Position 26 OB 4.09E+o8 Section J3 to JI Position 27 OB 4.14E+o8 Section J3 to Jl Position 28 OB 3.90E+o8 Section J3 to JI Position 29 OB 3.86E+08 Section 13 to JI Position 30 OB 4.91E+o8 Section J3 to JI Position 31 OB 7.26E+08 Section J3 to JI Position 32 OB 7.41E+08 Section J3 to JI Position 33 OB

• 9.06E+o8 Section J3 to JI Position 34 OB 9.50E+o8 Section J3 to JI Position 35 OB 9.57E+o8 Section J3 to JI Position 36 OB 1.09E+o9 Section J3 to J1 Position 37 OB 1.05E+o9 Section J3 to Jl Position 38 OB 9.34E+o8 Section J3 to JI Position 39 OB 7.33E+o8 Section J3 to JI Position 40 OB l'.06E+o9 Section J3 to JI' Position 41 OB l.41E+09 Section J3 to JI Position 42 OB l.42E+o9 Section J3 to JI Position 43 OB 1.07E+09 Section J3 to JI Position 44 OB 1.34E+o9 Section J3 to J 1 Position 45 OB 1.83E+o9 Section J3 to J 1 Position 46 OB 2.06E+o9 Section J3 to Jl Position 47 OB 2.10E+o9 Section J3 to J 1 Position 48 OB 5.88E+o8 Section J3 to Jl Position 49 OB 2.44E+o8 Section Jl to Sumo B Position 0 OB 3.93E+o8 Section JI to Sump B Position 1 OB 2.18E+o8 Section J1 to Sumo B Position 2 OB 3.74E+o8 Section J 1 to Sumo B Position 3 OB 4.99E+o8 Section JI to Sump B Position 4 OB 5.81E+o8 Section JI to Sumo B Position 5 OB 4.63E+o8 Section J 1 to Sump B Position 6 OB 3.77E+o8 Section JI to Sumo B Position 7 OB 2.96E+o8 Section J 1 to Sumo B Position 8 OB 3.86E+o8 Section JI to Sump B Position 9 OB 2.92E+o8 Section Jl to Sumo B Position 10 OB 4.13E+08 Mixture UlFD

• UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UIFD UlFD UlFD UIFD UIFD UIFD UlFD UIFD UlFD UlFD UIFD UlFD UlFD UlFD UlFD UIFD UlFD UlFD UlFD UlFD UlFD UlFD UlFD UlFD UlFD UIFD UIFD UlFD UlFD Co-60*

Cs-134

~s-137

,Cone.

Cone.

Coric;,

(pCi/m2l foCiim2l (pCi/m'l 3.31E+o8 0.00E+oO 9.46E+o7 2.26E+o8 O.OOE+OO 6.44E+o7 2.04E+o8 0.00E+oO 5.82E+o7 1.59E+o8 O.OOE+oO 4.53E+o7 1.58E+o8 0.00E+oO 4.51E+07 1.54E+08 O.OOE+oO 4.40E+o7 1.78E+08 0.00E+oO 5.09E+07 2.31E+o8 O.OOE+oO 6.60E+o7 3.18E+o8 o:ooE+oo 9.09E+o7 3.22E+o8 0.00E+oO 9.20E+07 3.03E+o8 O.OOE+oO 8.66E+07 3.00E+o8 0.00E+oO.

8.58E+07 3.82E+o8 O.OOE+oO 1.09E+08.

5.65E+o8 O.OOE+oO 1.61E+08.

5.76E+o8 0.00E+OO 1.65E+08 7.05E+o8 O.OOE+oO

.2.01E+08 7.39E+o8 O.OOE+oO 2.l IE+o8 7.44E+o8 O.OOE+OO 2.13E+o8 8.48E+o8 O.OOE+oO 2.42E+o8 8.17E+o8 O.OOE+oO 2.33E+o8 7.26E+o8 O.OOE+oO 2.08E+08 5.70E+08 0.00E+oO

• l.63E+Q8 8.24E+08 0.00E+oO 2.36E+o8 1.IOE+o9 0.00E+oO 3.13E+o8 1.IOE+o9 0.00E+oO 3.15E+o8 8.32E+o8 O.OOE+OO 2.38E+08 l.04E+o9 o,ooE+oo 2.98E+o8 1.42E+o9 O.OOE+oO

'4.07E+o8 1.60E+o9 O.OOE+oO 4.58E+o8 l.63E+o9 0.00E+oO 4.67E+o8 4.57E+o8 O.OOE+oO l.31E+o8 l.90E+o8 O.OOE+OO 5.42E+07 3.06E+08 O.OOE+oO 8.73E+o7 1.70E+08*

O.OOE+oO 4.84E+07 2.91E+o8 O.OOE+oO 8.31E+07 3.88E+o8 O.OOE+oO I.I 1E+08 4.52E+o8 0.00E+oO 1.29E+08 3.60E+o8 O.OOE+oO 1.03E+o8 2.93E+o8 O.OOE+oO 8.38E+o7 2.30E+o8 O.OOE+OO 6.58E+o7 3.00E+o8 O.OOE+OO 8.58E+o7 2.27E+o8 O.OOE+oO 6.49E+07' 3.21E+08 O.OOE+oO 9.18E+07

[78]

Ni-63 Sr-90 Co-60 Cs-134 :

C~-137 Ni-63 Sr-90 Cone.

Cone.*

SOF SOF

• SOF SOF SOF

'SOF (pCiim'l (oCi/m2) 1.67E+o8 6.34E+o4 0.0452 0.0000 0.0353 0.0006 0.0003 0.0814 1.14E+o8 4.32E+o4 0.0308 0.0000 0.0240 0.0004 0.0002 0.0554 1.03E+o8 3.90E+o4 0.0278 0.0000 0.0217 0.0004 0.0002 0.0500 8.0IE+o7 3.04E+o4 0.0216 0.0000 0.0169 0.0003 0.0001 0.0390 7.97E+o7 3.02E+o4 0.0215 0.0000 0.0168 0.0003 0.0001 0.0388 7.77E+07 2.95E+04 0.0210 0.0000 0.0164 0.0003 0.0001 0.0378 8.99E+07 3.41E+o4 0.0243 0.0000 0.0190 0.0003 0.0001 0.0437 1.17E+08 4.42E+o4 0.0315 0.0000 0.0246 0.0004 0.0002 0.0567 1.61E+o8 6.09E+o4 0.0434 0.0000 0.0339 0.0006 0.0003 0.0781 1.63E+08 6.16E+o4 0.0439 0.0000 0.0343 0.0006 0.0003 0.0791 1.53E+o8 5.81E+o4 0.0414 0.0000 0.0323 0.0006 0.0002 0.0745 1.52E+o8 5.75E+o4 0.0410 0.0000 0.0320.

0.0005 0.0002 0.0737 1.93E+08 7.31E+o4 0.0521 0.0000 0.0407 0.0007 0.0003 0.0938 2.85E+08 1.08E+o5 0.0770 0.0000 0.0602 0.0010 0.0004 0.1387 2.91E+o8 l.IOE+o5 0.0786 0.0000

.0.0614 0.0010 0.0005 0.1415 3.56E+o8 1.35E+o5 0.0961 0.0000 0.0751 0.0013 0.0006 0.1731 3.73E+o8 1.41E+o5 0.1008 0.0000 0.0787 0.0013 0.0006 0.1815 3.76E+o8 1.42E+o5 0.1015 0.0000 0.0793 0.0014 0.0006 0.1828 4.28E+o8 1.62E+o5 0.1156 0.0000 0.0903 0.0015 0.0007 0.2082 4.12E+o8 l.56E+o5 0.1114 0.0000 0.0870 0.0015 0.0006 0.2006 3.67E+o8 1.39E+o5 0.0991 0.0000 0.0774 0.0013 0.0006 0.1784 2.88E+o8 1.09E+o5 0.0778 0.0000 0.0608 0.0010 0.0005 0.1400 4.16E+o8 1.58E+o5 0.1125 0.0000 0.0879 0.0015 0.0007 0.2025 5.53E+08 2.10E+o5 0.1496 0.0000 0.1169 0.0020

• 0.0009 0.2693 5.57E+08 2.1 IE+o5 0.1507 0.0000 0.1177 0.0020 0.0009 0.2712 4.20E+08 1.59E+o5 0.1135 0.0000 0.0887 0.0015 0.0007 0.2044 5.26E+o8 l.99E+o5 0.1422 0.0000 0.1111 0.0019 0.0008 0.2560 7.18E+o8 2.72E+o5 0.1942 0.0000 0.1517 0.0026 0.0011 0.3496 8.09E+o8 3.07E+o5 0.2186 0.0000 0.1707 0.0029 0.0013 0.3935 8.24E+o8 3.13E+o5 0.2228 0.0000 0.1741 0.0030 0.0013 0.4011 2.31E+08 8.75E+o4 0.0624 0.0000 0.0487 0.0008 0.0004 0.1123 9.58E+07 3.63E+o4 0.0259 0.0000 0.0202 0.0003 0.0002 0.0466 1.54E+o8 5.85E+o4 0.0417 0.0000 0.0326 0.0006 0.0002 0.0751

• 8.56E+o7 3.25E+o4 0.0231 0.0000 0.0181 0.0003 0.0001 0.0416 1.47E+o8 5.57E+04 0.0397 0.0000 0.0310 0.0005 0.0002 0.0714 1.96E+o8 7.43E+o4 0.0529 0.0000 0.0414 0.0007 0.0003 0.0953 2.28E+o8 8.65E+o4 0.0616 0.0000 0.0482 0.0008 0.0004 0.1110 1.82E+o8 6.89E+o4 0.0491 0.0000 0.0384 0.0007 0.0003 0.0884 1.48E+o8 5.61E+o4 0.0400 0.0000 0.0312 0.0005.

0.0002 0.0720 1.16E+o8

• 4.41E+04 0.0314 0.0000 0.0245 0.0004 0.0002 0.0565 1.52E+o8 5.75E+o4 0.0410 0.0000 0.0320 0.0005 0.0002 0.0737 1.15E+o8 4.35E+o4 0.0310 0.0000 0.0242 0.0004 0.0002 0.0558 1.62E+08 6.15E+o4 0.0438 0.0000 0:0342 0.0006 0.0003 0.0789

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pip~ Section Sump Gamma f

Activity

• loCi/m2l Section JI to Sump B Position 11 OB 4.07E+o8 Section Jl to Sumo B Position 12 OB 6.24E+o8 Section JI to Sumo B Position 13 OB 8.82E+o8 Section JI to Sumo B Position 14 OB 5.50E+08 Section JI to Sumo B Position 15 OB 1.17E+o8 Section JI to Sump B Position 16 OB 5.39E+07 Section J 1 to Sumo B Position 17 OB 7.72E+o7 Section K2 to KI Position Zero OB 3.55E+o8 Section K2 to KI PoSition 1 OB 3.66E+o8 Section K2 to Kl Position 2 OB 3.04E+o8 Section K2 to K 1 Position 3 OB 2.82E+o8 Section K2 to Kl Position 4 OB 2.95E+o8 Section K2 to KI Position 5 OB 2.83E+o8 Section K2 to Kl Position 6 OB 2.93E+o8*

Section K2 to K 1 Position 7 OB 3.37E+o8 Section K2 to K 1 Position 8 OB 4.17E+o8 Section K2 to Kl Position 9 OB 4.27E+o8 Section K2 to KI Position l 0 OB 4.53E+08 Section K2 to Kl Position 11 OB 4.27E+o8 Section K2 to K 1 Position 12

'OB 4.05E+o8 Section K2 to Kl Position 13 OB 4.36E+08 Section K2 to KI Position 14 OB 3.88E+o8 Section K2 to Kl Position 15 OB 3.79E+o8 Section K2 to Kl Position 16 OB 3.86E+o8 Section K2 to KI Position 17 OB 3.IOE+08 Section K2 to Kl Position 18 OB 2.80E+o8 Section K2 to Kl Position 19 OB 3.13E+o8 Section K2toK1 Position 20 OB 2.93E+08 Section K2 to Kl Position 21 OB 2.72E+o8 Section K2 to Kl Position 22 OB 2.89E+o8 Section K2 to K 1 Position 23 OB 2.47E+o8 Section K2 to K 1 Position 24 OB 2.86E+o8 Section K2 to KI Position 25 OB 2.61E+o8 Section K2 to K 1 Position 26 OB 2.07E+o8 Section K2 to K 1 Position 27 OB 3.08E+o8 Section K2 to KI Position 28 OB' 3.54E+o8 Section K2 to Kt Position 29 OB 5.03E+o8 Section K2 to KI Position 30 OB 4.57E+o8 Section K2 to K 1 Position 31 OB 5.37E+o8 Section K2 to Kl Position 32 OB 5.18E+o8 Section Kt to Sumo B Position O OB 4.23E+o8 Section Kl to Sumo B Position 1 OB 4.26E+08 Section Kl to Sump B Position 2 OB 4.25E+o8 Co-60 Cs-134 Cs-137 Mixture Cone.

Cone.

Cone.

(pCi/m2)

(pCi/m2l (oCi/m2l UIFD 3.17E+08 0.00E+OO 9.04E+o7 UIFD 4.85E+o8 0.00E+oO 1.39E+08 UIFD 6.86E+o8 O.OOE+OO 1.96E+o8 UIFD 4.28E+o8 O.OOE+OO l.22E+o8 UIFD g.IOE+o7 0.00E+OO 2.60E+o7 UlFD 4.19E+o7 0.00E+OO l.20E+07 UIFD 6.00E+o7 0.00E+oO 1.72E+o7 UIFD 2.76E+08 O.OOE+OO 7.89E+o7 UIFD 2.85E+o8 0.00E+oO 8.13E+07 UIFD 2.36E+o8 0.00E+OO 6.75E+o7 UIFD 2.19E+o8 0.00E+OO 6.27E+07 UIFD 2.29E+o8 O.OOE+OO 6.55E+o7 UIFD 2.20E+08 O.OOE+OO 6.29E+07 UIFD 2.28E+o8 0.00E+oO 6.51E+o7 UIFD 2.62E+o8 O.OOE+oO 7.49E+07 UIFD 3.24E+08 0.00E+oO 9.26E+07 UIFD 3:32E+o8 0.00E+oO 9.49E+o7 UIFD 3.52E+08 0.00E+OO l.01E+08 UIFD 3.32E+08 O.OOE+oO 9.49E+07 UIFD 3.15E+08 O.OOE+oO 9.00E+07 UIFD 3.39E+o8 0.00E+oO 9.69E+07 UIFD 3.02E+o8 O.OOE+oO 8.62E+07 UIFD 2.95E+o8 O.OOE+OO 8.42E+07 UlFD 3.00E+o8 O.OOE+oO 8.58E+o7 UIFD 2.41E+o8 0.00E+oO 6.89E+07 UIFD 2.18E+o8 O.OOE+OO 6.22E+o7 UIFD 2.43E+o8 0.00E+oO 6.95E+o7 UIFD 2.28E+o8 O.OOE+oO 6.51E+07 UlFD 2.12E+o8 O.OOE+OO 6.04E+o7 UIFD 2.25E+o8 0.00E+OO 6.42E+07 UIFD 1.92E+o8 0.00E+oO 5.49E+o7 UIFD 2.22E+o8 0.00E+OO 6.35E+07 UIFD 2.03E+o8 O.OOE+OO 5.80E+07 UIFD l.61E+08 O.OOE+oO 4.60E+07 UIFD 2.40E+08 0.00E+oO 6.84E+07 UIFD 2.75E+08 0.00E+oO 7.86E+07 UIFD 3.91E+08 O.OOE+oO l.12E+08 UIFD 3.55E+08 O.OOE+oO l.02E+08 UIFD 4.18E+08 0.00E+oO.

l.19E+08 UIFD 4.03E+08 O.OOE+oO l.15E+08.

UIFD 3.29E+o8 O.OOE+oO 9.40E+07 UIFD 3.31E+08 O.OOE+OO 9.46E+07 UIFD 3.31E+o8 O.OOE+oO 9.44E+07

[79]

y:=-

ZIONSOLUTIONSuc

M--

Ni-63 Sr-90 COnc.

Cone.

Co-60 Cs-134

. Cs,137 Ni-63.

Sr-90 SOF*

• • • . SOF

-SOF SOF SOF SOF

'loCi/~2)

(pCilm'l l.60E+08 6.06E+04 0.0432 0.0000 0.0337 0.0006 0.0003 0.0777 2.45E+o8 9.29E+o4 0.0662 0.0000 0.0517 0.0009 0.0004 0.1192 3.46E+o8 l.31E+o5 0.0936 0.0000 0.0731 0.0012 0.0005 0.1685 2.16E+o8 8.19E+o4 0.0584 0.0000 0.0456 0.0008 0.0003 0.1051 4.59E+o7 l.74E+o4 0.0124 0.0000 0.0097 0.0002 0.0001 0.0223 2.12E+o7 8.02E+03 0.0057 0.0000 0.0045 0.0001 0.0000 0.0103 3.03E+o7 1.15E+o4 0.0082 0.0000 0.0064 0.0001 0.0000 0.0147 1.39E+o8 5.28E+04 0.0377 0.0000 0.0294 0.0005 0.0002 0.0678 l.44E+o8 5.45E+04 0.0388 0.0000 0.0303 0.0005 0.0002 0.0699 1.19E+o8 4.53E+o4 0.0323 0.0000 0.0252 0.0004 0.0002 0.0581 l.llE+08 4.20E+04 0.0299 0.0000 0.0234 0.0004 0.0002 0.0539 1.16E+o8 4.39E+o4 0.0313 0.0000 0.0245 0.0004 0.0002 0.0564 l.llE+o8 4.21E+04 0.0300 0.0000 0.0235 0.0004 0.0002 0.0541 1.15E+o8 4.36E+o4 0.0311 0.0000 0.0243 0.0004 0.0002 0.0560 l.32E+o8 5.02E+04 0.0358 0.0000 0.0279 0.0005 0.0002 0.0644 1.64E+o8 6.21E+04 0.0442 0.0000 0.0346 0.0006 0.0003 0.0797 l.68E+o8 6.36E+o4 0.0453 0.0000 0.0354 0.0006 0.0003 0.0816 l.78E+08 6.74E+04 0.0481 0.0000 0.0375 0.0006 0.0003

. 0.0865 l.68E+o8 6.36E+o4 0.0453 0.0000 0.0354 0.0006 0.0003 0.0816 1.59E+o8 6.03E+o4 0.0430 0.0000 0.0336 0.0006 0.0003 0.0774 1.71E+o8 6.49E+o4 0.0463 0.0000 0.0361 0.0006 0.0003 0.0833 1.52E+08 5.78E+o4 0.0412 0.0000 0.0322 0.0005.

0.0002 0.0741 1.49E+08 5.64E+o4 0.0402 0.0000 0.0314 0.0005 0.0002 0.0724 l.52E+o8 5.75E+o4 0.0410 0.0000 0.0320 0.0005 0.0002 0.0737 l.22E+o8 4.61E+o4 0.0329 0.0000 0.0257 0.0004

.0.0002 0.0592 1.IOE+o8 4.17E+o4 0.0297 0.0000.

0.0232 0.0004 0.0002 0.0535 1.23E+o8 4.66E+o4 0.0332 0.0000 0.0259 0.0004 0.0002 0.0598 l.15E+o8 4.36E+o4 0.0311 0.0000 0.0243 0.0004 0.0002 0.0560.

1.07E+o8.

4.05E+o4 0.0289 0.0000 0.0225 0.0004 0.0002 0.0520 l.13E+o8 4.30E+04 0.0307 0.0000 0.0240 0.0004 0.0002 0.0552 9.70E+o7 3.68E+o4 0.0262 0.0000 0.0205 0.0003 0.0002 0.0472 1.12E+o8 4.26E+04 0.0303 0.0000 0.0237 0.0004 0.0002 0.0546 1.02E+o8 3.89E+o4 0.0277 0.0000 0.0216 0.0004 0.0002 0.0499 8.13E+o7 3.08E+o4 0.0220 0.0000 0.0172 0.0003.

0.0001 0.0395 l.21E+o8 4.58E+o4 0.0327 0.0000 0.0255 0.0004 0.0002 0.0588 l.39E+o8 5.27E+o4

. 0.0376 0.0000 0.0293 0.0005 0.0002 0.0676 l.97E+o8 7.49E+o4 0.0534 0.0000 0.0417 0.0007 0.0003 0.0961 1.79E+08 6.80E+o4.

0.0485 0.0000 0.0379 0.0006 0.0003 0.0873 2.1 IE+o8 7.99E+o4 0.0570 0.0000 0.0445 0.0008 0.0003 0.1026 2.03E+o8 7.71E+o4, 0.0550 0.0000 0.0429 0.0007 0.0003 0.0989 1.66E+o8 6.30E+o4 0.0449 0.0000 0.0351 0.0006 0.0003 0.0808 l'.67E+o8 6.34E+o4 0.0452 0.0000 0.0353 0.0006 0.0003 0.0814 1.67E+o8 6.33E+o4

• 0.0451 0.0000 0.0352 0.0006 0.0003 0.0812

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05 l l 9A Gross Pipe Sect~on Sump Gamma Activity loCi/m2f Section KI to Sump B Position 3 OB 4.0IE+-08 Section K 1 to Swno B Position 4 OB 4.99E+08 Section Kl to Sumo B Position 5 OB 4.05E+-08 Section KI to Sumo B Position 6 OB 4.55E+-08 Section K 1 to Sumo B Position 7 OB 4.67E+08 Section KI to Sump B Position 8 OB 4.77E+-08 Section K 1 to Sumo B Position 9 OB 4.24E+-08 Section* K 1 to Sump B Position 10 OB 4.54E+-08 Section K 1 to Sumo B Position 11 OB 4.61E+-08 Section K 1 to Sumn B Position 12 OB 4.28E+08 Section Kl to Sumo B Position 13 OB 4.32E+-08 Section Kl to Sump B Position 14 OB 4.81E+08 Section K 1 to Sumo B Position 15 OB 4.26E+-08 Section Kl to Sumo B Position 16 OB 3.70E+-08 Section Kl to Sump B Position 17 OB

' 3.75E+08 Section KI to Sumo B Position IS OB' 3.62E+-08 Section Kl to Sump B Position 19 OB 3.94E+-08 Section Kl to Sumo B Position 20 OB 6.36E+-08 Section K 1 to Sump B Position 21

'OB I.56E+-08 Section L9 to LS Position Zero OB I.47E+-07 Section L9 to LS Position I OB I.71E+-08 Section L9 to LS Position 2 OB l.76E+-08 Section L9 to LS Position 3 OB 1.94E+-08 Section L9 to LS Position 4 OB I.03E+-08 Section L9 to LS Position 5 OB 4.IOE+-07*

Section L9 to LS Position 6 OB 5.99E+-07 Section L9 to LS Position 7 OB 2.81E+-07 Section L9 to LS Position S OB 6.64E+-07 Section L9 to LS Position 9 OB 1.74E+-07 Section L9 to LS Position I 0 OB I.60E+-07 Section LS to L7 Position 0 OB I.83E+-08 Section LS to L 7 Position I OB I.57E+08 Section LS to L 7 Position 2 OB 1.19E+-08 Section LS to L 7 Position 3 OB 1.00E+-08 Section LS to L 7 Position 4 OB

• 8.44E+-07 Section LS to L 7 Position 5 OB 4.62E+07 Section LS to L 7 Position 6 OB 3.74E+07 Section LS to L 7 POsition 7 OB I.86E+-07 Section LS to L 7 Position S OB I.25E+07 Section LS to L 7 Position 9 OB 1.31 E+-07 Section LS to L 7 Position 10 OB 1.34E+07

. Section L 7 to L6 Position Zero OB 2.38E+-08 Section L 7 to L6 Position I OB 1.74E+-08

. Co-60 Cs-134 Cs-137 Mixiure Cone.

Cone.

cone.

• l~Ci/m 2l lnCi/m2l

,lnCi/m2l UIFD 3,12E+-08 O.OOE+-00 8.91E+07 UIFD 3.88E+08 O.OOE+-00 l.l IE+08 UIFD 3.15E+-08 O.OOE+-00 9.00E+-07 UIFD 3.54E+-08 0.00E+-00 l.OIE+-08 UIFD 3:63E+-08 O.OOE+-00 1.04E+08 UIFD 3.71E+08 O.OOE+-00 1.06E+08 UIFD 3.30E+-08 O.OOE+-00 9.42E+-07 UIFD 3.53E+-08 O.OOE+-00 l.01E+08 UlFD 3.59E+-08 0.00E+-00 l.02E+-08 UlFD 3.33E+-08 0.00E+-00 9.51E+07 UlFD 3.36E+-08 O.OOE+-00 9.60E+07 UIFD 3.74E+-08 0.00E+-00 1.07E+08 UIFD 3.31E+-08 O.OOE+-00 9.46E+07 UIFD 2.88E+-08 0.00E+-00 8.22E+07 UlFD 2.92E+-08 0.00E+OO 8.33E+07 UIFD 2.82E+-08 O.OOE+-00 8.04E+-07 UIFD 3.06E+-08 O.OOE+-00 8.75E+-07 UIFD 4.95E+-08 0.00E+-00 l.41E+-08 UIFD l.21E+-08 O.OOE+-00 3.47E+-07' U2FD 6.36E+-06 O.OOE+OO 8.34E+06 U2FD 7.40E+-07 0.00E+-00 9.70E+07 U2FD 7.62E+-07 O.OOE+-00 9.98E+-07 U2FD 8.39E+-07 0.00E+-00 l.IOE+-08 U2FD 4.46E+07 0.00E+-00 5.84E+-07 U2FD 1.77E+07 O.OOE+-00 2.33E+07 U2FD 2.59E+-07 0.00E+-00 3.40E+-07 U2FD I.22E+-07 O.OOE+-00 l.59E+07 U2FD 2.87E+-07 O.OOE+-00 3.77E+07 U2FD 7.53E+-06 O.OOE+-00 9.87E+-06 U2FD. 6.92E+06 O.OOE+-00 9.08E+06 U2FD 7.92E+-07 0.00E+-00.

l.04E+08 U2FD 6.79E+-07 O.OOE+-00 8.91E+07 U2FD 5.15E+-07 0.00E+-00 6.75E+-07 U2FD 4.33E+-07 O.OOE+-00 5.67E+07 U2FD 3.65E+-07 O.OOE+-00 4.79E+07 U2FD 2.00E+07 0.00E+-00 2'62E+-07 U2FD 1.62E+-07 0.00E+-00 2.12E+-07 U2FD 8.05E+-06 O.OOE+-00 1.06E+-07 U2FD 5.41E+-06 O.OOE+-00 7.09E+06 U2FD 5.67E+-06 O.OOE+OO 7.43E+-06 U2FD 5.SOE+-06

• o.OOE+-00 7.60E+-06.

U2FD I.03E+-08 O.OOE+-00 1.35E+-08 U2FD 7.53E+-07 0.00E+-00 9.87E+-07

[80]

Ni-63 Sr-90 Cone.

Cone.-

Co-60 Cs-134 SOF SOF lnCi/m~l lnCi/m;l 1.57E+08 5.97E+-04 0.0425 0.0000 1.96E+-08 7.43E+-04 0.0529 0.0000 1.59E+-08 6.03E+-04 0.0430 0.0000 l.79E+-08 6.77E+-04 0.0483 0.0000 I.83E+-08 6.95E+-04 0.0495 0.0000 1.87E+08 7.IOE+-04 0.0506 0.0000 1.66E+-08 6.3 IE+-04 0.0450 0.0000 1.78E+-08 6.76E+-04 0.0482 0.0000 l.81E+-08 6.86E+-04 0.0489 0.0000 l.68E+-08 6.37E+-04 0.0454 0.0000 l.70E+08 6.43E+o4 0.0458 0.0000 I.89E+-08 7.16E+-04 0.0510 0.0000 1.67E+-08 6.34E+-04 0.0452 0.0000 1.45E+-08 5.5 IE+-04 0.0393 0.0000 l.47E+-08 5.58E+-04 0.0398 0.0000 l'.42E+-08 5.39E+-04 0.0384 0.0000 I.55E+08 5.86E+-04 0.0418 0.0000 2.50E+-08 9.47E+-04 0.0675 0.0000 6.12E+-07 2.32E+-04 0.0166 0.0000 3.21E+-06 5.59E+-03 0.0009 0.0000 3.73E+-07 6.SOE+-04 0.0101.

0.0000 3.84E+-07 6.69E+-04 0.0104 0.0000 4.24E+-07 7.37E+-04 O.QI 15 0.0000 2.25E+-07 3.91E+-04 0.0061 0.0000 8.95E+-06 I.56E+04 0.0024 0.0000 I.31E+-07 2.28E+-04 0.0035 0.0000 6.14E+-06 I.07E+-04 0.0017 0.0000 1.45E+-07 2.52E+-04 0.0039 0.0000 3.80E+-06 6.61E+-03 0.0010 0.0000 3.49E+-06 6:08E+03 0.0009 0.0000 4.00E+-07 6.96E+-04 0.0108 0.0000 3.43E+-07 5.97E+-04 0.0093 0.0000 2.60E+-07 4.52E+-04 0.0070 0.0000 2.18E+-07 3.80E+-04 0.0059 0.0000 1.84E+07 3.21E+-04 0.0050 0.0000 1.0IE+07 1.76E+-04 0.0027 0.0000 8.17E+-06 1.42E+-04 0.0022 0.0000.

4.06E+-06 7.07E+-03 0.0011 0.0000 2.73E+-06 4.75E+-03 0.0007 0.0000 2.86E+-06 4.98E+-03 0.0008 0.0000 2.93E+-06 5.09E+-03 0.0008 0.0000 5.20E+-07 9.05E+-04 0.0140 0.0000 3.SOE+-07 6.61E+-04 0.0103 0.0000

~

ZIONSOLJ!J!f!!Y§uc

Cs-137 Ni-63 Sr-90 SOF SOF SOF SOF 0.0332 0.0006 0.0002

• 0.0766 0.0414 0.0007 0.0003 0.0953 0.0336 0.0006 0.0003 0.0774 0.0377 0.0006 0.0003 0.0869 0.0387 0.0007 0.0003 0.0892 0.0395 0.0007 0.0003 0.0911 0.0351 0.0006 0.0003 0.0810 0.0376 0.0006 0.0003 0.0867 0.0382 0.0007 0.0003 0.0881 0.0355 0.0006 0.0003 0.0818 0.0358 0.0006 0.0003 0.0825 0.0399 0.0007 0.0003 0.0919 0.0353 0.0006 0.0003 0.0814.

0.0307 0.0005 0.0002 0.0707 0.0311 0.0005 0.0002 0.0716 0.0300.

0.0005 0.0002 0.0691 0.0327 0.0006 0.0002 0.0753 0.0527 0.0009 0.0004 0.1215 0.0129 0.0002 0.0001 0.0298 0.0031 0.0000 0.0000 0.0040 0.0362 0.0001 0.0003 0.0467 0.0373 0.0001 0.0003 0.0481 0.0411 0.0002 0.0003 0.0530 0.0218 0.0001 0.0002 0.0281 0.0087 0.0000 0.0001 0.0112 0.0127 0.0000 0.0001 0.0164 0.0059 0.0000 0.0000 0.0077 0.0141 0.0001 0.0001 0.0181 0.0037 0.0000 0.0000 0.0048 0.0034 0.0000 0.0000 0.0044 0.0387 0.0001 0.0003 0.0500 0.0332 0.0001 0.0002 0.0429 0.0252 0.0001 0.0002 0.0325 0.0212 0.0001 0.0002 0.0273 0.0179 0.0001 0.0001 0.0230 0.0098 0.0000 0.0001 0.0126 0.0079 0.0000 0.0001.

0.0102 0.0039 0.0000 0.0000 0.0051 0.0026 0.0000 0.0000 0.0034.

0.0028 0.0000 0.0000 0.0036 0.0028 0.0000 0.0000 0.0037 0.0504 0.0002 0.0004 0.0650 0.0368 0.0001 0.0003 0.0475

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Sectio~

Sump Gamma Activit)I 4

rnCilm~l*

Section L 7 to L6 Position 2 OB I.95E+o8 Section L 7 to L6 Position 3 OB 2.03E+o8 Section L7 to L6 Position 4 OB l.58E+o8 Section L 7 to L6 Position 5 OB 1.37E+o8 Section L 7 to L6 Position 6 OB l.49E+08 Section L 7 to L6 Position 7 OB l.47E+o8 Section L 7 to L6 Position 8 OB l.56E+o8 Section L 7 to L6 Position 9 OB 1.49E+o8 Section L 7 to L6 Position 10 OB l.69E+08 Section L 7 to L6 Position 11 OB l.75E+08 Section L 7 to L6 Position 12 OB

• 2.08E+o8 Section L 7 to L6 Position 13 OB l.97E+o8 Section L 7 to L6 Position 14 OB l.86E+o8 Section L 7 to L6 Position 15 OB I.64E+o8 Section L 7 to L6 Position 16 OB 8.41E+o7 Section L 7 to L6 Position t 7 OB I.09E+o8 Section L 7 to L6 Position 18 OB I.03E+o8 Section L 7 to L6 Position 19 OB l.58E+o8 Section L 7 to L6 Position 20 OB l.3 IE+o8 Section L 7 to L6 Position 21 OB 1.37E+o8 Section L 7 to L6 Position 22 OB 8.67E+o7 Section L 7 to L6 Position 23 OB 3.44E+o7 Section L 7 to L6 Position 24 OB 8.48E+o7 SeCtion L7 to L6 Position 25 OB 8.75E+o7 Section L 7 to L6 Position 26 OB 9.03E+07 Section L6 to LS Position Zero OB 2.38E+o8 Section L6 to L5 Po.sition I OB I.74E+08 Section L6 to LS Position 2 OB l.95E+o8 Section L6 to LS Position 3 OB 2.03E+o8 Section L6 to LS Position 4 OB 1.58E+o8 Section L6 to LS Position 5 OB 1.37E+o8 Section L6 to LS Position 6 OB 1.49E+o8 Section L6 to L5 Position 7.

OB 1.47E+o8 Section L6 to L5 Position 8 OB l.56E+o8 Section L6 to L5 Position 9 OB l.49E+o8 Section L6 to L5 Position I 0 OB I.69E+o8 Section L6 to LS Position 11 OB l.75E+o8 Section L6 to LS Position 12 OB 2.08E+o8 Section L6 to LS Position 13 OB l.97E+08 Section L6 to LS Position 14 OB l.86E+o8 Section L6 to LS Position l S OB l.64E+o8 Section L6 to LS Position 16 OB 8.41E+o7 Section L6 to LS Position 17 OB l.09E+08 Mixiure U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD UZFD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD Co-60 Cs-'!34 Cs-137 Ni-63 Colle.

Cone.

Conf.

Cone.

rncvm'l

. (oCifrrh rn'ci!m2l

<oCi!m'i 8.44E+o7 0.00E+oO I.I JE+o8 4.26E+o7 8.78E+o7 0.00E+oO l.15E+o8 4.43E+o7 6.84E+o7 O.OOE+oO 8.96E+o7 3.45E+o7 5.93E+o7 0.00E+oO 7.77E+07 2.99E+o7 6.45E+o7 0.00E+oO 8.45E+07 3.25E+o7 6.36E+o7 O.OOE+oO 8.34E+o7 3.21E+o7 6.75E+o7 0.00E+oO 8.85E+o7 3.4IE+o7 6.45E+o7 O.OOE+oO 8.45E+o7 3.25E+o7 7.31E+o7 O.OOE+oO 9.59E+o7 3.69E-1:()7 7.57E+o7 O.OOE+oO 9.93E+07 3.82E+o7 9.00E+o7 O.OOE+oO l.18E+o8 4.54E+o7 8.52E+o7 O.OOE+oO 1.12E+o8 4.30E+o7 8.05E+o7 O.OOE+oO l.06E+08 4.06E+o7 7.!0E+o7 O.OOE+oO 9.30E+07 3.58E+o7 3.64E+o7 O.OOE+oO 4.77E+07 l.84E+o7 4.72E+o7 O.OOE+oO 6.18E+o7 2.38E+o7 4.46E+o7 O.OOE+oO 5.84E+o7 2.25E+-07 6.84E+o7 0.00E+oO 8.96E+o7 3.45E+o7 5.67E+o7 O.OOE+oO 7.43E+o7 2.86E+o7 5.93E+o7 O.OOE+oO 7.77E+07 2.99E+o7 3.75E+o7 0.00E+oO 4.92E+o7 l.89E+o7 l.49E+o7 0.00E+oO 1.95E+o7.

7.51E+o6 3.67E+o7 0.00E+oO 4.81E+07 l.85E+o7 3.79E+o7 O.OOE+oO 4.96E+07 l.91E+o7 3.91E+o7 O.OOE+oO 5.12E+07 l.97E+o7 l.03E+o8 O.OOE+oO l.35E+08 5.20E+o7 7.53E+o7 O.OOE+oO 9.87E+o7 3.80E+o7 8.44E+07 O.OOE+oO l.llE+08 4.26E+o7 8.78E+07 O.OOE+oO 1.15E+08 4.43E+07 6.84E+07, 0.00E+oO

• 8.96E+07 3.45E+o7 5.93E+o7 0.00E+oO 7.77E+07 2.99E+o7 6.45E+o7 O.OOE+oO 8.45E+o7 3.25E+o7 6.36E+07 O.OOE+oO 8.34E+o7 3.21E+o7 6.75E+07 0.00E+oO 8.85E+07 3.41E+o7 6.45E+o7

.0.00E+oO 8.45E+o7 3.25E+o7 7.31E+o7 0.00E+oO 9.59E+o7 3.69E+o7 7.57E+o7 O.OOE+oO 9.93E+o7 3.82E+o7 9.00E+o7 0.00E+oO l.18E+o8 4.54E+07 8.52E+07 O.OOE+oO 1.12E+o8 4.30E+o7 8.05E+07 O.OOE+oO l.06E+o8 4.06E+o7 7.IOE+o7.

O.OOE+oO 9.30E+o7 3.58E+o7 3.64E+o7 O.OOE+oO 4.77E+o7 l.84E+o7 4.72E+o7 0.00E+OO 6.18E+o7 2.38E+07

[81]

~

ZlONSOLUTIONSuc

M_.......

Sr-90 Cone.

Co-60 Cs-134 Cs-137 Ni-63 Sr-90 SOF SOF SOF SOF.

SOF SOF:

lnCi/m2l*

7.41E+o4 0.0115 0.0000 0.0413 0.0002 0.0003 0.0532 7.72E+o4 0.0120 0.0000 0.0430 0.0002 0.0003 0.0554 6.0IE+o4 0.0093 0.0000 0.0334 0.0001 0.0002 0.0431 5.21E+o4 0.0081 0.0000 0.0290 0.0001 0.0002 0.0374 5.66E+o4 0.0088 0.0000 0.0315 0.0001 0.0002 0.0407 5.59E+o4 0.0087 0.0000 0.0311 0.0001 0.0002 0.0401 5.93E+o4 0.0092 0.0000 0.0330 0.0001 0.0002 0.0426 5.66E+o4 0.0088 0.0000 0.0315 0.0001 0.0002 0.0407 6.42E+04 0.0100 0.0000 0.0358 0.0001 0.0003 0.0461 6.65E+04 0.0103 0.0000 0.0370.

0.0001 0.0003 0.0478 7.91E+o4

• 0.0123 0.0000 0.0440 0.0002 0.0003 0.0568 7.49E+o4 O.Ql 16 0.0000 0.0417 0.0002 0.0003 0.0538

• 7.07E+o4 O.oI IO 0.0000 0.0394.

0.0001 0.0003 0.0508 6.23E+o4 0.0097 0.0000 0.0347 0.0001 0.0003 0.0448 3.20E+o4 0.0050 0.0000 0.0178 0:0001 0.0001 0.0230 4.14E+o4 0.0064 0.0000 0.0231 0.0001 0.0002 0.0298 3.91E+o4 0.0061 0.0000 0.0218 0.0001 0.0002 0.0281 6.0IE+o4 0.0093 0.0000 0.0334 0.0001 0.0002 0.0431 4.98E+o4 0.0077 0.0000 0.0277 0.0001 0.0002 0.0358 5.21E+o4 0.0081 0.0000 0.0290 0.0001 0.0002 0.0374 3.30E+o4 0.0051.

0.0000 0.0184 0.0001 0.0001 0.0237 l.31E+o4 0.0020 0.0000 0.0073 0.0000 0.0001

. 0.0094 3.22E+o4 0.0050 0.0000 0.0179 0.0001 0.0001 0.0232 3.33E+o4 0.0052 0.0000 0.0185 0.0001 0.0001 0.0239 3.43E+o4 0.0053

' 0.0000 0.0191 0.0001 0.0001 0.0247 9.05E+o4 0.0140 0.0000.

0.0504 0.0002 0.0004 0.0650 6.61E+04 0.0103 0.0000 0.0368 0.0001 0.0003 0.0475 7.41E+o4 O.QI 15 0.0000 0.0413 0.0002 0.0003 0.0532 7.72E+o4 0.0120 0.0000 0.0430 0.0002 0.0003 0.0554 6.0IE+o4 0.0093 0.0000 0.0334 0.0001 0.0002 0.0431 5.21E+o4 0.0081 0.0000 0.0290 0.0001 0.0002 0.0374 5.66E+o4 0.0088 0.0000 0.0315 0.0001 0.0002 0.0407 5.59E+o4 0.0087 0.0000 0.0311 0.0001 0.0002 0.0401 5.93E+o4 0.0092 0.0000 0.0330 0.0001 0.0002 0.0426 5.66E+o4 0.0088 0.0000 0.0315 0.0001 0.0002 0.0407 6.42E+o4 0.0100 0.0000 0.0358 0.0001 0.0003 0.0461 6.65E+o4 0.0103 0.0000 0.0370 0.0001 0.0003 0.0478 7.91E+04 0.0123 0.0000 0.0440 0.0002 0.0003 0.0568 7.49E+o4 0.0116 0.0000 0.0417 0.0002 0.0003 0.0538 7.07E+o4 0.0110 0.0000 0.0394 0.0001 0.0003 0.0508 6.23E+o4 0.0097 0.0000 0.0347 0.0001 0.0003 0.0448 3.20E+o4 0.0050 0.0000 0.0178 0.0001 0.0001 0.0230 4.14E+o4 0.0064 0.0000 0.0231 0.0001 0.0002 0.0298

i, I

I FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Section Sump Gamma Activity foCilm2l Section L6 to L5 Position 18 08 1.03E+-08 Section L6 to LS Position 19 08 1.58E+-08 Section L6 to LS Position 20 08 l.3 IE+-08 Section L6 to LS Position 21 08 1.37E+-08 Section L6 to LS Position 22 08 8.67E+-07 Section L6 to LS Position 23 08 3.44E+07 Section L6 to LS Position 24 08 8.48E+-07 Section L6 to LS Position 25 08 8.75E+-07 Section L6 to LS Position 26 08 9.03E+-07 Section LS to LI Header Position 0 08*

6.73E+-08 Section LS to Lt Header Position I 08 5.66E+08 Section LS to LI Header Position 2 08 4.88E+-08 Section LS to L 1 Header Position 3 08 3.0IE+-08 Section LS to LI Header Position 4 08 2.89E+08 Section LS to LI Header PositiOn 5 08 2.57E+08 Section LS to LI Header Position 6 08 2.69E+-08 Section LS to LI Header Position 7 08 2.53E+08 Section LS to LI Header Position 8 08 2.51E+-08 Section LS to LI Header Position 9 08 2.79E+-08 Section LS to LI Header Position 10 08 2.64E+-08 Section LS to L 1 Header Position 11 08 l.62E+-08 Section L5 to LI Header Position 12 08 2.00E+-08 Section LS to Lt Header Position 13 08 2.21E+-08 Section L5 to Lt Header Position 14 08 2.16E+-08 Section L5 to LI. Header Position IS 08 2.29E+-08 Section L5 to L 1 Header Position 16 08 2.19E+-08 Section L5 to Lt Header Position 17 08 2.0IE+-08 Section LS to LI Header Position 18 08 2.50E+-08 Section LS to LI Header Position 19 08

!.63E+-08 Section LS to LI Header Position 20 08 2.36E+-08 Section LS to LI Header Position 21 08 2.23E+-08 Section L5 to 1:.1 Header Position 22 08 l.84E+08 Section L5 to LI Header Position 23 08 1.38E+-08 Section L5 to L 1 Header Position 24 08 l.09E+-08 Section L5 to Lt Header Position 25 08 l.26E+-08 Section L5 to LI Headei" Position 26 08 9.68E+-07 Section L5 to LI Header Position 27 08 l.IOE+-08 Section L5 to LI Header Position 28 08 l.14E+-08 Section L5 to L 1 Header Position 29 08 9.25E+-07 Section LS to LI Header Position 30 08 3.33E+-08 Section L5 to LI Header Position 31 08 l.45E+-08 Section L5 to LI Header Position 32 08 l.45E+-08 Section L3 to L2 Position Zero 08 2.l 7E+-09 Co-60 Cs-134

• es'.131 Mixture

, Coric.

Cone.

Cone.

(pCi/m2) lnCi/m2l (0Cilm'1 U2FD 4.46E+-07 0.00E+-00 5.84E+-07 U2FD 6.84E+-07 0.00E+-00 8.96E+-07 U2FD 5.67E+-07 O.OOE+-00 7.43E+-07 U2FD 5.93E+-07 O.OOE+-00 7.77E+07 U2FD 3.75E+07 O.OOE+-00 4.92E+-07 U2FD 1.49E+07 0.00E+-00 l.95E+07 U2FD 3.67E+07 O.OOE+-00 4.81E+-07 U2FD 3.79E+07 O.OOE+-00 4.96E+07 U2FD 3.91E+07 0.00E+-00 5.12E+07 U2FD 2.91E+08 O.OOE+-00 3.82E+08 U2FD 2.45E+-08 0.00E+-00 3.21E+-08 U2FD 2.1 IE+-08 0.00E+-00 2.77E+08 U2FD 1.30E+-08 O.OOE+-00 I.71E+-08 U2FD l.25E+-08 0.00E+-00 l.64E+-08 U2FD

l. llE+-08 O.OOE+OO 1.46E+08 U2FD 1.16E+-08 0.00E+-00 l.53E+08 U2FD I.09E+-08 O.OOE+-00 IA4E+08 U2FD l.09E+-08 O.OOE+OO 1.42E+-08 U2FD

• t.21E+-08 0.00E+OO I.58E+-08 U2FD 1.14E+-08 0.00E+-00 I.50E+-08 U2FD 7.0IE+-07 0.00E+-00 9.19E+07 U2FD 8.65E+-07 0.00E+-00 1.13E+08 U2FD 9.56E+-07 O.OOE+-00 1.25E+-08 U2FD 9.35E+-07

.O.OOE+OO 1.23E+08 U2FD 9.91E+-07 0.00E+-00 l.30E+08 U2FD 9.48E+-07 O.OOE+-00 l.24E+08 U2FD 8.70E+-07 0.00E+-00 1.14E+08 U2FD l.08E+-08 O.OOE+OO 1.42E+-08 U2FD 7.05E+-07 O.OOE+-00 9.25E+-07 U2FD

!.02E+-08 0.00E+-00 l.34E+-08 U2FD 9.65E+-07 0.00E+-00 l.27E+-08*

U2FD. 7.96E+-07 0.00E+-00 l.04E+08 U2FD 5.97E+-07 O.OOE+-00 7.83E+07 U2FD 4.72E+-07 O.OOE+-00 6.18E+07 U2FD 5.45E+-07 O.OOE+-00 7.15E+-07 U2FD 4.19E+-07 0.00E+-00 5.49E+07 U2FD 4.76E+-07 O.OOE+-00. 6.24E+-07 U2FD 4.93E+-07 0.00E+-00 6.47E+-07 U2FD 4.00E+-07 O.OOE+-00 5.25E+-07 U2FD l.44E+-08 O.OOE+OO I.89E+-08 U2FD 6.27E+-07 O.OOE+-00 8.23E+-07 U2FD 6.27E+-07 O.OOE+-00 8.23E+-07 U2FD 9.39E+08 O.OOE+-00 I.23E+-09

[82]

~

=ZlONSOLUTIONSur.

M----

Ni-63 Sr-90 Cone.

• Cone.

Co-60 Cs-134*

Cs-137 Ni-63 Sr-90 SOF SOF SOF SOF SOF SOF lnCi/m2)

(pCi/m2) 2.25E+-07 3.91E+-04 0.0061 0.0000 0.0218 0.0001 0.0002 0.0281 3.45E+-07 6.0IE+-04 0.0093 0.0000 0.0334 0.0001 0.0002 0.0431 2.86E+-07 4.98E+-04

. 0.0077 0.0000 0.0277 0.0001 0.0002 0.0358 2.99E+-07 5.21E+-04

• 0.0081 0.0000.

0.0290 0.0001 0.0002 0.0374 l.89E+-07 3.30E+-04 0.0051 0.0000 0.0184 0.0001 0.0001 0.0237 7.51E+06 1.3 IE+-04 0.0020 0.0000 0.0073 0:0000 0.0001 0.0094 l.85E+-07 3.22E+-04 0.0050 0.0000 0.0179 0.0001 0.0001 0.0232

!.91E+07 3.33E+-04 0.0052 0.0000 0.0185 0.0001 0.0001 0.0239 l.97E+-07 3.43E+-04 0.0053 0.0000 0.0191 0.0001 0.0001 0.0247 l.47E+-08 2.56E+-05 0.0397 0.0000 0.1424 0.0005 0.0011 0.1838 1.24E+08 2.15E+-05 0.0334 0.0000 0.1198 0.0004 0.0009 0.1545 l.07E+08 I.85E+-05 0.0288 0.0000 0.1033 0.0004 0.0008 0.1332 6.57E+-07 1.14E+-05 0.0178 0.0000 0.0637 0.0002

• 0.0005 0.0822 6.3 IE+-07 l.IOE+-05 0.0171 0.0000 0.0612 0.0002 0.0005 0.0789 5.61E+-07 9.77E+-04 0.0152 0.0000 0.0544 0.0002 0.0004 0.0702 5.87E+07 1.02E+-05 0.0159 0.0000 0.0569 0.0002 0.0004 0.0734 5.52E+-07 9.62E+04*

0.0149 0.0000 0.0535 0.0002 0.0004 0.0691 5.48E+-07 9.54E+-04 0.0148 0.0000 0.0531 0.0002 0.0004 0.0685 6.09E+-07

!.06E+-05 0.0165 0.0000 0.0591 0.0002 0.0004 0.0762 5.76E+-07 1.00E+-05 0.0156 0.0000 0.0559 0.0002 0.0004 0.0721 3.54E+-07 6.16E+-04 0.0096 0.0000 0.0343 0.0001 0.0003 0.0442 4.37E+-07 7.60E+-04*

0.0118 0.0000 0.0423 0.0002 0.0003 0.0546 4.83E+-07 8.40E+-04 0.0130 0.0000 0.0468 0.0002 0.0003 0.0603 4.72E+07 8.21E+-04 0.0127 0.0000 0.0457 0.0002

. 0.0003 0.0590 5.00E+-07 8.70E+-04.

0.0135 0.0000 0.0485 0.0002, 0.0004 0.0625 4.78E+-07 8.32E+-04 0.0129 0.0000 0.0464 0.0002

.0.0003 0.0598 4.39E+-07 7.64E+-04 0.0119

.0.0000 0.0425 0.0002 0.0003 0.0549 5.46E+07 9.50E+-04 0.0148 0.0000 0.0529 0.0002 0.0004 0.0683 3.56E+-07 6.20E+-04 0.0096 0.0000 0.0345 0.0001 0.0003 0.0445 5.15E+-07 8.97E+-04 0.0139 0.0000 0.0499 0.0002 0.0004 0.0644 4.87E+-07 8.48E+-04 0.0132 0.0000 0.0472 0.0002 0.0004 0.0609 4.02E+07 6.99E+-04 0.0109 0.0000 0.0389 0.0001 0.0003 0.0502 3.0IE+07 5.25E+-04 0.0081 0.0000 0.0292 0.0001 0.0002 0.0377 2.38E+07 4.14E+-04 0.0064 0.0000 0.0231 0.0001 0.0002 0.0298 2.75E+07 4.79E+-04 0.0074 0.0000 0.0267 0.0001 0.0002 0.0344 2.l lE+-07 3.68E+-04 0.0057 0.0000 0.0205 0.0001 0.0002 0.0264 2.40E+-07 4.l 8E+-04.

0.0065 0.0000 0.0233 0.0001 0.0002 0.0300 2.49E+-07 4.33E+-04 0.0067 0.0000 0.0241 0.0001 0.0002 0.0311 2.02E+-07 3.52E+-04 0.0055 0.0000 0.0196

'0.0001 0.0001 0.0253 7.27E+-07 l.27E+-05 0.0197 0.0000 0.0705 0.0003 0.0005 0.0909 3.l 7E+-07 5.5!E+-04 0.0086 0.0000 0.0307 0.0001 0.0002 0.0396 3.l 7E+-07 5.51E+-04 0.0086 0.0000 0.0307 0.0001 0.0002 0.0396 4.74E+08 8.25E+-05 0.1281 0.0000 0.4593 0:0017 0.0034 05925

FRSRELEASERECORD

. AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

""i

'. !." ::~;;¥£ i'

'.l~'i

' : *Qross'

/,*,

~~**l*S~l':

• Gam!lla

• 1po,~"'"'?~

• ~.;~ ;;,*11,\\

~~-Activjty.:'

'loCi!ni'\\*

Section L3 to L2 Position 1 OB 2.30E+o9 Section L3 to L2 Position 2 OB 2.28E+09 Section L3 to L2 Position 3 OB 2.25E+o9 Section L3 to L2 Position 4 OB 2.25E+o9 Section L3 to L2 Position 5 OB 2.18H09 Section L31o L2 Position 6 OB 2.31E+o9 Section L3 to L2 Position 7 OB 2.38E+09 Section L3 to L2 Position 8 OB 2.23E+09

• Section L3 to L2 Position 9 OB 2.IOE+09 Section L3 to L2 Position I 0 OB 2.28E+09 Section L3 to L2 Position 11 OB 2.39E+09 Section L3 to L2 Position 12

'OB.

2.48E+09' Section L3 to L2 Position 13 OB 2.40E+o9 Section L3 to L2 Position 14 OB L74E+o9 Section L3 to L2 Position 15 OB l.28E+o9 Section L2 to L1 Position 0 OB 7.05E+o8 Section L2 to L 1 Position I OB 3.45E+o8 Section L2 to L1 Position 2 OB 5.26E+o8 Section LI to Sumo B Position 0 OB 5.44E+o8 Section Lt to* Sump B Position 1 OB 4.09E+o8 Section LI to Sumo B Position 2 OB 3.38E+o8 Section LI to Swnp B Position 3 OB 4.24E+o8 Section Lt to Sumo B Position 4 OB 4.05E+o8 Section Lt to Sump B Position 5 OB 4.18E+08 Section LI to Sumo B Position 6 OB 3.47E+08 Section LI to Sumn B Position 7 OB 3.42E+08 Section Lt to Sumo a.Position 8 OB 2.64E+o8 Section LI to Sumn B Position 9 OB 2.28E+o8 Section LI to Sumo B Position 10 OB 2.40E+o8 Section LI to Sump B Position 1 I OB 5.00E+o8 Section LI to Sumo B Position 12 OB 8.48E+o8 Section Lt to Sumo B Position 13 OB 4.29E+o8 Section LI to Sump B Position 14 OB 5.34E+o8 Section Lt to Sumo B Position 15 OB 6.28E+o8 Section LI to Sumn B Position 16 OB 6.06E+08 Section Lt to Sumo B Position 17 OB 5.84E+o8 Section Ll to Swno B Position 18 OB 5.78E+o8 Section LI to.Sumo B Position 19 OB 6.77E+o8 Section LI to Sumo B Position 20 OB 4.50E+o8 Section LI to Sumn B Position 21 OB 9.42E+o8 Section LI to Sump B Position 22 OB 1.36E+o9 Section LI to Sumo B Position 23 OB l.60E+o9 Section L 1 to Sump B Position 24 OB 2.37E+o8 h~~6o c?:137*;

MixWr~

'co~c.*** *

'Cs:,134' Cone;**

,,Cone.'.,

"/' "a+/ I; loCi/m21 loCllm'\\".. II tnl'ifmJi*.

U2FD 9.95E+o8 O.OOE+oO

.l.30E+09 U2FD 9.87E+o8 O.OOE+oO L29E+09

• U2FD 9.74E+o8 0.00E+oO 1.28E+09 U2FD 9.74E+o8 0.00E+OO 1.28E+09 U2FD 9.43E+o8 O.OOE+oO L24E+o9 U2FD LOOE+o9 O.OOE+oO l.31E+09 U2FD l.03E+o9 O.OOE+oO 1.35E+o9 U2FD 9.65E+o8 O.OOE+oO L27E+o9 U2FD 9.09E+o8 O.OOE+oO 1.19E+09 U2FD 9.87E+o8 O.OOE+oO L29E+09 U2FD l.03E+o9 0.00E+oO l'.36E+09 U2FD 1.07E-t-09 O'.OOE+oO 1.41E+09 U2FD l.04E+o9 0.00E+oO 1.36E+09 U2FD 7.53E+o8

• 0.00E+oO 9.87E+08 U2FD 5.54E+o8 0.00E+oO

'7.26E+08 U2FD 3.05E+o8 0.00E+oO 4.00E+o8 U2FD l.49E+o8 O.OOE+oO L96E+08 U2FD 2.28E+o8 0.00E+oO 2.98E+08 U2FD 2.35E+o8 0.00E+oO 3.09E+08 U2FD L77E+o8 O.OOE+oO 2.32E+08 U2FD l.46E+o8 0.00E+oO 1.92E+08 U2FD L83E+o8 O.OOE+oO 2.41E+o8.

U2FD 1.75E+o8 O.OOE+oo*

2.30E+08 U2FD l.81E+o8 0.00E+oO 2.37E+08 U2FD l.50E+o8 0.00E+oO

.L97E+08 U2FD 1.48E+o8 O.OOE+oO L94E+08 U2FD 1.14E+o8 O.OOE+oO 1.50E+08 U2FD 9.87E+o7 O.OOE+oO L29E+08 U2FD l.04E+o8 0.00E+oO 1.36E+o8 U2FD 2.16E+o8 O.OOE+oO 2.84E+08 U2FD 3.67E+08 O.OOE+oO 4.81E+08 U2FD

!.86E+o8 0.00E+oO 2.43E+08 U2FD 2.31E+o8*

0.00E+oO 3.03E+08 U2FD 2.72E+o8 O.OOE+oO 3.56E+o8 U2FD 2.62E+o8 O.OOE+oO 3.44E+08 U2FD 2.53E+o8 O.OOE+oO 3.31E+08 U2FD 2.50E+o8 0.00E+oO 3.28E+08 U2FD 2.93E+o8 O.OOE+oO 3.84E+o8 U2FD L95E+o8

.O.OOE+oO 2.55E+08 U2FD 4.08E+o8 O.OOE+oO 5.34E+08 U2FD 5.88E+08 O.OOE+oO 7.72E+08 U2FD 6.92E+o8 O.OOE+oO 9.08E+08 U2FD L03E+o8 O.OOE+oO l.34E+08

[83]

~

=ZIONSOLUTIONSw:-

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i>, * ' :ii°9~6:*r :i~~~ ~:~~f;.~

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• Cone~;~ I<

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, ct:Jcif.:ii1 * '!!JCii~i1:* 1 *.'Y

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5.02E+o8 8.74E+o5 0.1358 0.0000 0.4868 0.0018 0.0036 0.6280 4.98E+o8 8.67E+o5 0.1346 0.0000 0.4826 0.0018 0.0036 0.6225 4.91E+o8 8.55E+05 0.1328 0.0000 0.4762 0.0018 0.0036 0.6143 4.91E+o8 8.55E+05 0.1328 0.0000 0.4762 0.0018 0.0036 0.6143 4.76E+o8 8.29E+o5 0.1287 0.0000 0.4614 0.0017 0.0034 0.5952 5.04E+o8 8.78E+o5 0.1363 0.0000 0.4889 0.0018 0.0036 0.6307 5.20E+o8 9.05E+o5 0.1405 0.0000 0.5037 0.0019 0.0038 0.6498 4.87E+o8 8.48E+o5 0.1316 0.0000 0.4720 0.0018 0.0035 0.6089 4.59E+o8 7.98E+o5 0.1239 0.0000 0.4445 0.0017 0.0033 0.5734 4.98E+o8 8.67E+o5 0.1346 0.0000 0.4826 0.0018 0.0036 0.6225 5.22E+o8 9.08E+o5 0.1411 0.0000 0.5058 0.0019 0.0038 0.6526 5.42E+o8 9.43E+o5 0.1464 O.GOOO 0.5249 0.0020 0.0039 0.6771 5.24E+o8 9.12E+o5 0.1417 0.0000 0.5080 0.0019 0.0038 0.6553 3.80E+08 6.61E+o5 0.1027 0.0000 0.3683 0.0014 0.0027 0.4751 2.80E+o8 4.87E+o5 0.0755 0.0000 0.2709 0.0010 0.0020 0.3495 l.54E+o8 2.68E+o5 0.0416 0.0000 0.1492 0.0006 0.0011 0.1925 7.53E+07 l.31E+o5 0.0204 0.0000 0.0730 0.0003 0.0005' 0.0942 1.15E+o8 2.00E+o5 0.0310 0.0000 0.1113 0.0004 0.0008 0.1436 1.19E+o8 2.07E+o5 0.0321 0.0000 0.1151 0.0004 0.0009 0.1485 8.93E+o7 l.55E+o5 0.0241 0.0000 0.0866 0.0003 0.0006 0.1117 7.38E+o7 1.28E+o5 0.0199 0.0000 0.0715 0.0003 0.0005 0.0923 9.26E+o7 L61E+o5 0.0250 0.0000 0.0897

,0.0003 0.0007 0.1158 8.84E+07 l.54E+o5 0.0239 0.0000 0.0857 0.0003 0.0006 0.1106 9.13E+o7 1.59E+o5 0.0247 0.0000 0.0885 0.0003 0.0007 0.1141 7.58E+07 l.32E+o5 0.0205 0.0000 0.0734 0.0003 0.0005 0.0947 7.47E+07

. 1.30E+05 0.0202 0.0000 0.0724 0.0003 0.0005 0.0934 5.76E+o7 l.OOE+o5 0.0156 0.0000 0.0559 0.0002 0.0004 0.0721 4.98E+07 8.67E+o4 0.0135 0.0000 0.0483 0.0002 0.0004 0.0623 5.24E+o7 9.12E+o4 0.0142 0.0000 0.0508 0.0002 0.0004 0.0655 L09E+o8 L90E+o5 0.0295 0.0000 0.1058 0.0004 0.0008 0.1365 L85E+o8 3.22E+o5 0.0501 0.0000 0.1795 0.0007 0.0013 0.2315 9.37E+o7 l.63E+o5 0.0253 0.0000 0.0908 0.0003 0.0007 0.1171 1.17E+o8 2.03E+o5 0.0315 0.0000 0.1130 0.0004 0.0008 0.1458 1.37E+o8 2.39E+o5 0.0371 0.0000 0.1329 0.0005 0.0010 0.1715 l.32E+o8 2.30E+o5 0.0358 0.0000 0.1283 0.0005 0.0010 0.1655

• t.28E+o8 2.22E+o5 0.0345

. 0.0000 0.1236 0.0005 0.0009 0.1595 l.26E+o8 2.20E+o5 0.0341 0.0000 0.1223 0.0005 0.0009 0.1578 L48E+o8 2.57E+o5 0.0400 0.0000 0.1433 0.0005 0.0011 0.1848 9.83E+o7 1.71E+o5 0.0266 0.0000 0.0952 0.0004 0.0007 0.1229 2.06E+08 3.58E+05 0.0556 0.0000 0.1994 0.0007 0.0015 0.2572 2.97E+o8 5,17E+o5 0.0803 0.0000 0.2878 0.0011 0.0021 0.3713 3.49E+o8 6.08E+o5 0.0944 0.0000 0.3386 0.0013 0.0025 0.4369 5.18E+o7 9.0IE+04 0.0140 0.0000 0.0502 0.0002 0.0004 0.0647

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Section Sump.

Gamma

,ActiVity

!DCilm2l Section LI to Sump B Position 25 OB 5.05E+o7 Section L 1 to Sumo B Position 26 OB 4.67E+o7 Section LI to LI Position 0 ES TIM A TE OB 2.54E+o9 Section LI to LI Position 0 ESTIMATE OB 2.54E+o9 Section LI to LI Position 0 ESTIMATE OB 2.54E+o9.

Section LI to Lt Position 0 ESTIMATE OB 2.54E+o9 Section M2 to Sumo B Position O OB 3.82E+o8 Section M2 to Sumo B Position 1 OB 3.42E+o8 Section M2 to Sumo B Position 2

.OB 4.41E+o8 Section M2 to Sumo B Position 3 OB 3.42E+o8 Section M2 to Sumo B Position 4 OB 3.68E+o8 Section M2 to Sumo B Position 5 OB 3.14E+o8 Section M2 to Sump B Position 6 oB*

2.85E+o8 Section M2 to Sumo B Position 7 OB 2.84E+o8 Section M2 to Sump B Position 8 OB 2.76EJ-08 Section M2 to Sumo B Position 9 OB 2.63E+o8 Section M2 to Sumo B Position I 0 OB 2.57E+o8 Section M2 to Sump B Position 11 OB 2.69E+o8 Section M2 to Sumo B Position 12 OB 2.65E+o8 Section M2 to Sump B Position 13 OB 2.39E+o8 Section M2 to Sumo B Position 14 OB 2.62E+o8 Section M2 to Sump B Position 15 OB 2.77E+o8 Section M2 to Sumo B Position 16 OB 2.49E+o8 Section M2 to Sump B Position 17 OB 2.27E+o8 Section M2 to Sumo B Position 18 OB 2.30E+08 Section M2 to Sumo B Position 19 OB 2.26E+o8 Section M2 to Sump B Position 20 OB 2.30E+o8

• Section M2 to Sumo B Position 2 t OB 2.97E+08, Section M2 to Sumo B Position 22 OB 2.0IE+o8 Section M2 to Sump B Position 23 OB 5.83E+o7 Section N2 to Sumo B Position 0 OB l.20E+o8 Section N2 to Sump B Position I OB 4.75E+o7 Section N2 to Sumo B Position 2 OB 5.25E+o7 Section N2 to Sumo B Position 3 OB 4.59E+o7 Section N2 to Sump B Position 4 OB 9.16E+o7 Section N2 to Sumo B Position 5 OB 2.44E+o8 Section N2 to Sump B Position 6 OB 5.77E+o8 Section N2 to Sumo B Position 7 OB 6.34E+o8 Section N2 to Sumo B Position 8 OB 7.78E+o8 Section N2 to Sump B Position 9 OB 9.05E+o8 Section N2 to Sumo B Position 10 OB 1.04E+09 Section N2 to Sumo B Position 1 t OB 7.95E+o8 Section N2 to Sump B Position 12 OB 5.09E+o8 Co-60 Cs-134 Cs-137 Mixture Cone.

, Cone.

Cone..

1~cvm21*

!nCi/m2)

'(oCi/m2l U2FD 2.19E+o7 O.OOE+oO 2.86E+07 U2FD 2.02E+07 O.OOE+oO 2.65E+07 U2FD 1.10E+09

. O.OOE+oO 1.44E+09 U2FD 1.10E+09 O.OOE+oO 1.44E+09 U2FD 1.IOE+09 0.00E+oO 1.44E+o9 U2FD 1.10E+09 O.OOE+oO l.44E+09 U2FD 1.65E+08 O.OOE+oO 2.17E+08 U2FD 1.48E+o8 0.00E+oO 1.94E+08 U2FD 1.91E+08 0.00E+oO 2.50E+08 U2FD l.48E+08 O.OOE+oO 1.94E+08 U2FD 1.59E+08. 0.00E+oO 2.09E+o8 U2FD 1.36E+o8 O.OOE+oO 1.78E+08 U2FD 1.23E+o8 O.OOE+oO 1.62E+08 U2FD 1.23E+o8 O.OOE+oO

. l.61E+o8 U2FD 1.19E+o8 0.00E+oO 1.57E+08 U2FD 1.14E+o8 O.OOE+OO 1.49E+08 U2FD 1.llE+-08 O.OOE+oO 1.46E+o8 U2FD l.16E+o8 O.OOE+OO 1.53E+08 U2FD l.15E+o8

. O.OOE+oO 1.50E+o8 U2FD.

1.03E+o8 O.OOE+oO 1.36E+o8 U2FD 1.13E+o8

• 0.00E+oO 1.49E+o8 U2FD 1.20E+o8 0.00E+oO 1.57E+08 U2FD 1.08E+o8 0.00E+oO 1.41E+o8 U2FD 9.82E+o7 O.OOE+oO 1.29E+o8 U2FD 9.95E+o7 0.00E+oO 1.30E+08 U2FD 9.78E+o7 0.00E+oO l'.28E+o8 U2FD 9.95E+o7 O.OOE+OO 1.30E+o8 U2FD l.29E+o8 O.OOE+oO 1.68E+08 U2FD 8.70E+o7 O.OOE+oO 1.14E+08 U2FD 2.52E+o7 0.00E+oO 3.31E+o7 U2FD 5.19E+o7 0.00E+oO 6.81E+o7 U2FD 2.06E+o7 O.OOE+OO 2.69E+07 U2FD 2.27E+o7 O.OOE+oO 2.98E+07 U2FD 1.99E+o7 O.OOE+oO 2.60E+07 U2FD 3.96E+o7 O.OOE+oO 5.20E+07 U2FD l.06E+o8 O.OOE+oO 1.38E+08 U2FD 2.50E+o8 O.OOE+oO 3.27E+08 U2FD 2.74E+08 O.OOE+-00 3.60E+08 U2FD 3.37E+08 0.00E+oO 4.41E+o8 U2FD.

3.92E+o8 O.OOE+oO 5.13E+08 U2FD 4.50E+o8 O.OOE+oO

• 5.90E+08 U2FD 3.44E+o8 O.OOE+oO 4.51E+o8 U2FD 2.20E+o8 O.OOE+oO.

2.89E+o8

[84]

~

ZIONSOLUTIONSu.c

M---

Ni-63 Sr-90 Cone.

Cone.

Co-60 Cs-134 Cs-13Z Ni-63 Sr-90 SOF lnCi/m2l I;. SOF SOF SOF*

. SOF SOF foCilm2l 1.IOE+-07 1.92E+o4 0.0030 0.0000 0.0107 0.0000 0.0001 0.0138 1.02E+o7 1.78E+o4 0.0028

• 0.0000 0.0099

'0.0000 0.0001 0.0128 5.55E+o8 9.65E+o5 0.1499 0.0000 0.5376 0.0020 0.0040 0.6935 5.55E+o8 9.65E+o5 0.1499 0.0000 0.5376

• 0.0020 0.0040 0.6935 5.55E+o8 9.65E+o5 0.1499 0.0000 0.5376 0.0020 0.0040 0.6935 5.55E+08 9.65E+o5 0.1499 0.0000 0.5376 0.0020 0.0040 0.6935 8.34E+o7 1.45E+o5 0.0225 0.0000 0.0809 0.0003 0.0006 0.1043 7.47E+o7 1.30E+o5 0.0202 0.0000 0.0724 0.0003 0.0005 0.0934 9.63E+07 1.68H05 0.0260 0.0000 0.0933 0.0003 0.0007 0.1204 7.47E+o7

• 1.30E+o5 0.0202 0.0000 0.0724 0.0003 0.0005 0.0934 8.04E+07 1.40E+o5 0.0217 0.0000 0.0779 0.0003 0.0006 0.1005 6.86E+o7 1.19E+o5 0.0185 0.0000 0.0665 0.0002 0.0005 0.0857 6.22E+07 1.08E+o5 0.0168 0.0000 0.0603 0.0002 0.0004 0.0778 6.20E+07 l.08E+-05 0.0168 0.0000 0.0601 0.0002 0.0004 0.0775 6.03E+o7 l.05E+o5 0.0163 0.0000 0.0584 0.0002 0.0004 0.0754 5.74E+o7 1.00E+-05 0.0155 0.0000 0.0557 0.0002 0.0004 0.0718 5.61E+o7 9.77E+o4 0.0152 '

0.0000 0.0544 0.0002 0.0004 0.0702 5.87E+07 1.02E+o5 0.0159 0.0000 0.0569 0.0002 0.0004 0.0734 5.79E+o7 1.0IE+-05 0.0156 0.0000 0.0561 0.0002 0.0004 0.0724 5.22E+o7 9.08E+o4 0.0141 0.0000 0.0506 0.0002 0.0004 0.0653 5.72E+o7 9.96E+o4 0.0155 0.0000 0.0555 0.0002 0.0004 0.0715 6.05E+o7 1.05E+o5 0.0163 0.0000 0.0586 0.0002 0.0004 0.0756 5.44E+o7 9.46E+o4 0.0147 0.0000 0.0527 0.0002 0.0004 0.0680 4.96E+07 8.63E+o4 0.0134 0.0000 0.0480 0.0002 0.0004 0.0620 5.02E+o7 8.74E+o4 0.0136 0.0000 0.0487 0.0002

'0.0004 0.0628 4.94E+o7 8.59E+o4 0.0133 0.0000 0.0478 0.0002 0.0004 0.0617 5.02E+o7 8.74E+o4 0.0136 0.0000 0.0487 0.0002 0.0004 0.0628 6.49E+07 1.13E+o5 0.0175 0.0000 0.0629 0.0002 0.0005 0.0811 4.39E+o7 7.64E+o4 0.0119 0.0000 0.0425 0.0002 0.0003 0.0549 1.27E+o7 2.22E+o4 0.0034 0.0000 0.0123 0.0000 0.0001 0.0159 2.62E+o7 4.56E+o4 0.0071 0.0000 0.0254 0.0001 0.0002 0.0328 1.04E+o7 1.81E+o4 0.0028 0.0000 0.0101 0.0000 0.0001 0.0130 1.15E+o7 2.00E+-04 0.0031 0.0000 0.0111 0.0000 0.0001 0.0143 l.OOE+07 1.74E+o4 0.0027 0.0000 0.0097 0.0000 0.0001 0.0125 2.00E+07 3.48E+o4 0.0054 0.0000 0.0194 0.0001 0.0001 0.0250

' 5.33E+07 9.27E+o4 0.0144 0.0000 0.0516 0.0002 0.0004 0.0666 1.26E+o8 2.19E+o5 0.0341 0.0000 0.1221 0.0005 0.0009 0.1575 l.38E+o8 2.41E+o5 0.0374 0.0000 0.1342 0.0005 0.0010 0.1731 1.70E+o8 2.96E+o5 0.0459 0.0000 0.1647 0.0006 0.0012 0.2124 1.98E+o8 3.44E+o5 0.0534 0.0000 0.1915 0.0007 0.0014 0.2471 2.27E+08 3.95E+05 0.0614 0.0000 0.2201 0.0008 0.0016 0.2840 1.74E+o8 3.02E+o5 0.0469 0.0000 0.1683 0.0006 0.0013 0.2171 1.llE+-08 1.93E+o5 0.0300 0.0000 0.1077 0.0004 0.0008 0.1390

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05 l l 9A Gross

'Gamma Pipe.Section Sump Activity '

(oCilm'l*

Section N2 to* Sumo B Position 13 OB 4.38E+08 Section N2 to Sump B Position 14 OB 3.72E+o8 Section N2 to Sumo B Position 15 OB 4.33E+o8 Section N2 to Sump B Position 16 OB 1.05E+o9 Section N2 to Sumo B Position 17 OB 6.22E+o8 Section N2 to Sumo B Position 18 OB 6.13E+o8 Section N2 to Sumo B Position 19 OB 2.16E+o8 Section N2 to Sump B Position 20 OB 5.10E+o8 Section N2 to Sumo B Position 21 OB 6.83E+o8 Section N2 to Sumo B Position 22 OB 4.51E+o8 Section N2 to Sumo B Position 23 OB 4.62E+o8 Section N2 to Sump B Position 24 OB 3.97E+o8 Section N2 to Sumo B Position 25 OB 7.31E+o8 Section N2 to Sumo B Position 26 OB 6.17E+o8 Section N2 to Sump B Position 27 OB 5.59E+o8 Section N2 to Sumo B Position 28 OB, 4.92E+08 Section N2 to Sump B Position 29 OB 4.75E+o8 Section N2 to Sumo B Position 30 OB 3.40E+o8 Section N2 to Sump B Position 31 OB 3.99E+o8 Section N2 to Sumo B Position 32 OB 3.18E+o8 Section N2 to Sumo B Position 33 OB

• 3.25E+08 Section N2 to Sump B Position 34 OB 2.54E+o8 Section N2 to Sumo B Position 35 OB 2.17E+o8 Section N2 to Sump B Position 36 OB 4.38E+08 Section N2 to Sumo B Position 3 7 OB 3.67E+o8 Section.NZ to Sumo B Position 38 OB 2.84E+o8 Section N2 to Sumo B Position 39 OB 2.76E+o8 Section N2 to Sumo B Position 40 OB 3.94E+o8 Section N2 to Sumo B Position 41 OB 6.58E+08 Section N2 to Sump B Position 42 OB 2.0IE+08 Section N2 to Sumo B Position 43 OB l.82E+o8 Section P2 to Sump B Position Zero OB 6.18E+o8 Section P2 to Sumo B Position I OB 3.16E+o8 Section P2 to Sumo B Position 2 OB 4.97E+o8 Section P2 to Sumo B Position 3 OB 3.50E+08 Section P2 to Sumo B Position 4 OB 4.28E+o8 Section P2 to Sump B Position 5 OB 6.36E+o8 Section P2 to Sumo B Position 6

• oB 8.54E+o8 Section P2 to Swno B Position 7 OB 6.37E+o8 SectiOn P2 to Sump B Position 8 OB 9.87E+08 Section P2 to Sumo B PoSition *9 OB 7.19E+o8 Section P2 to Sump B Position I 0 OB 6.82E+o8 Section P2 to Sumo B Position 11 OB 7.96E+o8 Mixture U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD V2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD C0:60 c;-134 Cs-137 Ni-63 Cone.

Cone.

Cone.

Cone.

foCi!m'l roci!m'l foCi/m2l foCi!m'i l.90E+o8 O.OOE+oO 2.48E+o8 9.56E+o7 1.61E+o8 O.OOE+oO 2.l IE+o8 8.12E+o7 1.87E+o8 O.OOE+OO 2.46E+o8 9.46E+o7 4.54E+o8 0.00E+oO 5.96E+o8

• 2.29E+o8 2.69E+o8 O.OOE+oO 3.53E+o8 l.36E+o8 2.65E+o8 0.00E+OO 3.48E+08 I.34E+o8 9.35E+o7 0.00E+oO 1.23E+o8 4.72E+o7

• 2.21E+-08 O.OOE+oO 2.89E+o8*

1.l IE+o8 2.96E+o8 O.OOE+OO 3.87E+08 1.49E+o8 l.95E+o8 0.00E+OO 2.56E+08 9.85E+o7 2.00E+o8 0.00E+oO 2.62E-!;08 l.OIE+o8 1.72E+08 O.OOE+OO 2.25E+o8 8.67E+o7 3.16E+o8 0.00E+OO 4.15E+o8 L60E+o8 2.67E+o8 O.OOE+oO 3.SOE+-08 1.35E+o8 2.42E+o8 O.OOE+oO 3.17E+08 l.22E+o8 2.13E+o8 O.OOE+oO 2.79E+08 l.07E+o8 2.06E+o8 O.OOE+oO 2.69E+o8 l.04E+o8 1.47E+o8 0.00E+oO 1.93E+o8 7.42E+07 1.73E+o8*

0.00E+oO 2.26E+08 8.7!E+o7 l.38E+o8 0.00E+oO 1.80E+08 6.94E+o7 l.41E+o8 O.OOE+oO 1.84E+o8 7.10E+o7 l.IOE+o8 0.00E+oO 1.44E+o8 5.55E+o7 9.39E+o7 0.00E+oO 1.23E+o8 4.74E+o7 1.90E+o8 O.OOE+oO 2.48E+08 9.56E+o7 1.59E+o8 0.00E+oO 2.08E+08 8.0IE+o7

!.23E+08 O.OOE+oO 1.61E+08 6.20E+o7 1.19E+o8 O.OOE+oO 1.57E+o8 6.03E+o7 l.70E+o8 O.OOE+oO 2.24E+o8 8.60E+o7 2.85E+o8 O.OOE+oO 3.73E+08 1.44E+o8 8.70E+o7 O.OOE+oO 1.14E+o8 4.39E+o7 7.88E+o7 0.00E+oO 1.03E+o8 3.97E+o7 2.67E+o8 0.00E+oO 3.51E+08 l.35E+o8 1.37E+o8 0.00E+OO 1.79E+o8 6.90E+o7 2.15E+o8 O.OOE+oO 2.82E+08 l.09E+o8 1.5!E+o8 O.OOE+oO 1.99E+o8 7.64E+-07 1.85E+o8 O.OOE+oO 2.43E+o8 9.35E+o7 2.75E+o8 O.OOE+oO 3.61E+o8 l.39E+o8 3.70E+o8 O.OOE+oO 4.84E+o8 1.86E+o8 2.76E+o8 O.OOE+OO 3.61E+o8 l.39E+Q8 4.27E+o8 O.OOE+oO 5.60E+o8 2.16E+o8 3.1 IE+o8 O.OOE+oO 4.08E+o8 1!57E+o8 2.95E+o8 O.OOE+oO 3.87E+o8 l.49E+o8 3.44E+o8 O.OOE+oO 4.52E+08 1.74E+o8

[85]

~

=ZIONSOLUTIONSuc=.

M---

Sr-90 Co-60 Cs-134 Cs-137 Ni-63 sr:90 Cone.

SOF SOF SOF SOF SOF SOF foCi/m2l 1.66E+o5 0.0259 0.0000 0.0927 0.0003 0.0007 0.1196

!.41E+o5 0.0220 0.0000 0.0787 0.0003 0.0006 0.1016 1.65E+o5 0.0256 0.0000 0.0916 0.0003 0.0007 0.1182 3.99E+o5 0.0620 0.0000 0.2222 0.0008 0.0017 0.2867 2.36E+o5 0.0367 0.0000 0.1316 0.0005 0.0010 0.1698 2.33E+o5 0.0362 0.0000 0.1297 0.0005 0.0010 0.1674 8.21E+o4 0.0127 0.0000 0.0457 0.0002 0.0003 0.0590 1.94E+o5 0.0301 0.0000 0.1079 0.0004 0.0008 0.1392 2.60E+o5 0.0403 0.0000 0.1446 0.0005 0.0011 0.1865 l.71E+o5 0.0266 0.0000 0.0955 0.0004 0.0007 0.1231

• t.76E+o5 0.0273 0.0000 0.0978 0.0004 0.0007 0.1261 1.51E+o5 0.0234 0.0000 0.0840 0.0003 0.0006 0.1084 2.78E+o5 0.0431 0.0000 0.1547 0.0006 0.0012 0.1996 2.35E+o5 0.0364 0.0000 0.1306 0.0005 0.0010 0.168.5 2.12E+o5 0.0330 0.0000

. 0.1183 0.0004 0.0009 0.1526 l.87E+o5 0.0290 0.0000 0.1041 0.0004 0.0008 0.1343 1.81E+o5 0.0280 0.0000 0.1005 0.0004 0.0007 0.1297 1.29E+o5 0.0201 0.0000 0.0720 0.0003 0.0005 0.0928 1.52E+o5 0.0235 0.0000 0.0844 0.0003 0.0006 0.1089 1.21E+o5 0.0188 0.0000 0.0673 0.0003 0.0005 0.0868 l.24E+o5 0.0192 0.0000 0.0688 0.0003 0.0005 0.0887 9.65E+o4 0.0150 0.0000 0.0538 0.0002 0.0004 0.0694 8.25E+o4 0.0128 0.0000 0.0459 0.0002 0.0003 0.0592 l.66E+o5 0.0259 0.0000

. 0.0927 0.0003 0.0007 0.1196 1.39E+o5 0.0217 0.0000

• 0.0777 0.0003 0.0006 0.1002 l.08E+o5 0.0168 0.0000 0.0601 0.0002 0.0004 0.0775 I.05E+o5

• 0.0163 0.0000 0.0584 0.0002 0.0004 0.0754 1.50E+o5 0.0233 0.0000 0.0834 0.0003 0.0006 0.1076 2.50E+o5 0.0388 0.0000 0.1393 0.0005 0.0010 0.1797 7.64E+o4 0.0119 0.0000 0.0425 0.0002 0.0003 0.0549 6.92E+o4 0.0107 0.0000 0.0385 0.0001 0.0003 0.0497 2.35E+o5 0.0365 0.0000 0.1308 0.0005 0.0010 0.1687 1.20E+o5 0.0187 0.0000 0.0669 0.0002 0.0005 0.0863 l.89E+05 0.0293 0.0000 0.1052 0.0004 0.0008 0.1357 1.33E+o5 0.0207 0.0000 0.0741 0.0003 0.0006 0.0956 I.63E+o5 0.0253 0.0000 0.0906 0.0003 0.0007 0.1169 2.42E+o5 0.0375 0.0000 0.1346 0.0005 0.0010 0.1737 3.25E+o5 0.0504 0.0000 0.1807 0.0007 0.0013 0.2332 2.42E+o5 0.0376 0.0000 0.1348 0.0005 0.0010 0.1739 3.75E+05 0.0583 0.0000 0.2089.

0.0008 0.0016 0.2695 2.73E+o5 0.0424 0.0000 0.1522 0.0006 0.0011 0.1963 2.59E+o5 0.0403 0.0000 0.1443 0.0005 0.0011 0.1862 3.03E+o5 0.0470 0.0000 0.1685 0.0006 0.0013 0.2173

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe section Siimp

• Ganima

'Activity rociim'l Section P2 to Sump B Position 12 OB 8.55E+-08 Section P2 to Sumo B Position 13 OB.

6.37E+-08 Section P2 to Sump B Position 14 OB 7.65E+-08 Section P2 to Sumo B Position 15 OB 6.59E+-08 Section P2 to Sump B Position 16 OB 5.58E+-08 Section P2 to Sumo B Position 17

• oB*

5.21E+-08 Section P2 to Sumo B Position 18 OB 4.57E+-08 Section P2 to Sumo B Position 19 OB 3:96E+08 Section P2 to Sumo B Position 20 OB 4.19E+-08 Section P2 to Sumo B Position 21 OB 6.62E+08 Section P2 to Sumo B Position 22 OB 6.lOE+-08 Section P2 to Sump B Position 23 OB 4.51E+-08 Section P2 to Sumo B Position 24 OB 3.55E+-08 Section P2 to Sumo B Position 25 OB 3.83E+08 Section P2 to Sump B Position 26

. OB' 3.74E+-08 Section P2 to Sumo B Position 27 OB 3.40E+-08 Section P2 to Sump B Position.28 OB 2.72E+08 Section P2*to Sumo B Position 29 OB 3.43E+-08 Section P2 to Sumo B Position 30 OB 3.27E+08 Section P2 to Sumo B Position 31 OB 2.72E+-08 Section P2 to Sumo B Position 32 OB 3.77E+-08 Section P2 to Sumo B Position 33 OB 3.59E+-08 Section P2 to Sump B Position 34 OB 3.17E+-08 Section P2 to Sumo B Position 35 OB 2.44E+-08 Section P2 to Sumo B Position 36 OB 3.46E+-08 Section P2 to Sumo B Position 3 7 OB 3.25E+-08 Section P2 to Swno B Position 38 OB 2.47E+-08 Section P2 to Swno B Position 39 OB 2.02E+-08 Section P2 to Sump B Position 40 OB 2.14E+-08 Section P2 to Sumo B Position 41 OB l.81E+-08 Section P2 to Sump B Position 42 OB 1.65E+08 Section P2 to Sumo B Position 43 OB 1.91E+-08 Section P2 to Sumo B POsition 44 OB 1.96E+-08 Section P2 to'Sumo B Position 45 OB

. l.72E+-08 Section P2 to Sumo B Position 46 OB l.79E+08 Section P2 to,Sumo B Position 47 OB 2.65E+-08 Section P2 to Sumo B Position 48 OB 3.13E+-08 Section P2 to Sumo B Position 49 OB 2.52E+-08 Section P2 to Swno B Position 50 OB 2.53E+-08 Section P2 to Sump B Position 51 OB 2.26E+-08 Section P2 to Sumo B Position 52 OB 2.48E+-08 Section P2 to Swno B Position 53 OB 2.49E+08 Section P2 to Sumo B Position 54 OB

. 3.14E+-08 Mixture U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD

• U2FD U2FD U2FD U2FD U2FD U2FD C0'60 Cs-134

.6.'.131.

• Cone.

Cone.

"Coric.

(pCi/m2) foCi/m2l*

foCi/m2l 3.70E+-08 O.OOE+-00 4.85E+-08 2.76E+-08 O.OOE+-00 3.61E+-08 3.31E+-08 0.00E+-00 434E+-08 2.85E+08 0.00E+-00 3.74E+-08 2.41E+-08 0.00E+-00

• 3.l 7E+-08 2.25E+08 O.OOE+-00 2.96E+-08 1.98E+08 O.OOE+-00 2.59E+08 l.71E+-08 O.OOE+-00 2.25E+08 l.81E+-08 0.00E+-00 2.38E+08 2.86E+-08 O.OOE+-00 3.76E+08 2.64E+-08 0.00E+-00

. 3.46E+-08

• l.95E+-08 O.OOE+-00 2.56E+08 l.54E+-08 O.OOE+-00 2.0IE+08

!.66E+-08 0.00E+-00 2.17E+08 l.62E+-08 O.OOE+-00 2.12E+08 l.47E+-08 O.OOE+-00 l.93E+08 l.18E+-08 O.OOE+-00 1.54E+-08 1.48E+-08 0.00E+-00 l.95E+-08 1.41E+-08 0.00E+-00 l.86E+08 l.18E+-08 0.00E+-00

-1.54E+-08 l.63E+-08 O.OOE+-00 2.14E+-08 l.55E+-08 O.OOE+-00 2.04E+-08 I.37E+-08 0.00E+-00 l.80E+08 l.06E+-08 0.00E+OO l.38E+08 l.50E+-08 O.OOE+OO l.96E+08 l.41E+08 O.OOE+OO l.84E+-08

'l.07E+-08 O.OOE+OO l.40E+-08 8.74E+-07 O.OOE+-00 1.15E+08 9.26E+-07 O.OOE+-00 l.21E+-08 7.83E+-07 0.00E+-00 l.03E+08 7.14E+-07 O.OOE+-00 9.36E+07 8.26E+-07 O.OOE+-00 1.08E+08 8.48E+-07 O.OOE+-00 1.1 lE+-08 7.44E+-07 0.00E+OO 9.76E+07 7.75E+-07 O.OOE+-00 1.02E+08 l.15E+-08 0.00E+OO 1.50E+.08 1.35E+-08 O.OOE+-00 1.78E+08 l.09E+08 O.OOE+-00 1.43E+08 l.09E+-08 O.OOE+-00 1.44E+08 9.78E+-07 0.00E+-00 l.28E+08 l.07E+-08 O.OOE+-00 l.41E+-08

• l.08E+-08 O.OOE+-00 1.41E+-08 1.36E+-08 0.00E+OO l.78E+-08

[86]

~

ZlONSOLUTIONSuc

~-......

Ni-63 Sr-90 Cone.

Cone.

Co-60 Cs-134 Cs-137 Ni063 Sr-9o SOF SOF SOF.

SOF SOF SOF foCi/m1l (pCi/m1l' l.87E+-08 3.25E+-05 0.0505 0.0000 0.1810 0.0007 0.0013 0,2334 l.39E+-08 2.42E+-05 0.0376 0.0000 0.1348 0.0005 0.0010 0.1739 l.67E+-08 2.91E+-05 0.0452 0.0000 0.1619 0.0006 0.0012 0.2089 l.44E+-08 2.50E+-05 0.0389 0.0000 0.1395 0.0005 0.0010 0.1799 1.22E+08 2.12E+-05 0.0329 0.0000 0.1181 0.0004

. 0.0009 0.1524 1.14E+-08 l.98E+-05 0.0308 0.0000 0.1103 0.0004 0.0008 0.1423 9.98E+-07 1.74E+05 0.0270 0.0000 0.0967 0.0004 0.0007 0.1248 8.65E+07 l.51E+-05 0.0234 0.0000 0.0838 0.0003 0.0006 0.1081 9.15E+-07 I.59E+-05 0.0247 0.0000 0.0887 0.0003 0.0007 0.1144 1.45E+08 2.52E+-05 0.0391 0.0000 0.1401 0.0005 0.0010 0.1808 1.33E+-08 2.32E+-05 0.0360 0.0000 0.1291' 0.0005 0.0010 0.1666 9.85E+-07 l.71E+-05 0.0266 0.0000 0.0955 0.0004 0.0007

. 0.1231 7.75E+-07 l.35E+-05 0.0210 0.0000 0.0751 0.0003 0.0006 0.0969 8.36E+07 1.46E+-05 0.0226 0.0000 0.0811 0.0003 0.0006 0.1046 8.17E+07 1.42E+-05 0.0221 0.0000 0.0792 0.0003 0.0006 0.1021 7.42E+-07 l.29E+-05 0.0201 0.0000 0.0720 0.0003 0.0005 0.0928 5.94E+-07 l'.03E+-05 0.0161 0.0000 0.0576 0.0002 0.0004 0.0743 7.49E+07 1.30E+-05 0.0202 0.0000 0.0726 0.0003 0.0005 0.0937 7.14E+-07 l.24E+-05 0.0193 0.0000 0.0692 0.0003 0.0005 0.0893 5.94E+07 l.03E+-05

• 0.0161 0.0000 0.0576 0.0002 0.0004 0.0743 8.23E+-07 1.43E+-05 0.0223 0.0000 0.0798 0.0003 0.0006 0.1029 7.84E+-07 l.36E+-05 0.0212 0.0000 0.0760 0.0003 0.0006 0.0980 6.92E+07 l.20E+-05 0.0187 0.0000 0.0671 0.0002 0.0005 0.0866 5.33E+-07 9.27E+04 0.0144 0.0000 0.0516 0.0002 0.0004 0.0666 7.56E+-07 l.32E-!'05 0.0204 0.0000 0.0732 0.0003 0.0005 0:0945 7.lOE+-07 1.24E+05 0.0192 0.0000 0.0688 0.0003 0.0005

'0.0887 5.39E+-07 9.39E+04 0.0146 0.0000 0.0523 0.0002 0.0004 0.0674 4.41E+-07 7.68E+-04 0.0119 0.0000 0.0428 0.0002 0.0003 0.0552 4.67E+07 8.13E+-04 0.0126 0.0000 0.0453 0.0002 0.0003 0.0584 3.95E+-07 6.88E+-04 0.0107 0.0000 0.0383 0.0001 0.0003 0.0494 3.60E+-07

• 6.27E+-04 0.0097 0.0000 0.0349 0.0001 0.0003 0.0451 4.17E+.07 7.26E+-04 0.0113 0.0000 0.0404 0.0002 0.0003 0.0522 4.28E+-07 7.45E+-04 0.0116 0.0000 0.0415 0.0002 0.0003 0.0535 3.76E+-07 6.54E+-04 0.0102 0.0000 0.0364 0.0001 0.0003 0.0470 3.91E+-07 6.80E+-04 0.0106 0.0000 0.0379 0.0001.

0.0003 0.0489 5.79E+-07 1.0lE+-05 0.0156 0.0000 0.0561 0.0002 0.0004 0.0724 6.83E+-07 1.19E+-05 0.0185 0.0000 0.0662 0.0002 0.0005 0.0855 5.50E+07 9.58E+-04 0.0149 0.0000 0.0533 0.0002 0.0004 0.0688 5.52E+-07 9.62E+-04 0.0149 0.0000 0.0535 0.0002 0.0004 0.0691 4.94E+07 8.59E+-04 0.0133 0.0000 0.0478 0.0002 0.0004 0.0617 5.42E+-07 9.43E+-04 0.0146 0.0000 0.0525 0.0002 0.0004 0.0677 5.44E+07 9.46E+-04 0.0147 0.0000 0.0527 0.0002 0.0004 0.0680 6.86E+-07 1.19E+-05 0.0185 0.0000 0.0665 0.0002 0.0005 0.0857

FRS RELE.ASE RECORD

~

AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY.UNITS 05119A

ZIONSOLUTIONS;;;

M--

Section P2 to Sump B Position 55 OB 4.09E+08 U2FD 1.77E+o8 0.00E+OO 2.32E+08 8.93E+07 l.55E+o5 0.0241.

0.0000 0.0866 0.0003 0.0006 0.1117 Section P2 to Sumo B Position 56 OB 2.36E+o8 U2FD l.02E+o8 O.OOE+OO 1.34E+08 5.15E+07 8.97E+o4 0.0139 0.0000 0.0499 0.0002 0.0004 0.0644 Section P2 to Sumo B Position 57 OB 3.!9E+o8 U2FD 1.38E+o8 O.OOE+oO 1.81E+08 6.97E+o7 1.21E+o5 0.0188 0.0000 0.0675 0.0003 0.0005 0.0871 Section P2 to Sumo B Position 58 OB 2.75E+o8 U2FD 1.19E+o8 O.OOE+oO 1.56E+08 6.0IE+07 1.05E+o5 0.0162 0.0000 0.0582 0.0002 0.0004 0.0751 Section P2 to Sumo B Position 59 OB 3.06E+o8 U2FD l.32E+o8 0.00E+oO 1.74E+08 6.68E+07 1.16E+o5 0.0181 0.0000 0.0648 0.0002 0.0005 0.0835 Section P2 to Sump B Position 60 OB 2.99E+08 U2FD 1.29E+o8 0.00E+oO 1.70E+08 6.53E+07 1.14E+o5 0.0176 0.0000 0.0633 0.0002 0.0005 0.0816 Section P2 to Sumo B Position 61 OB 1.55E+o8 U2FD 6.71E+o7 0.00E+oO 8.79E+07 3.38E+o7 5.89E+o4 0.0091 0.0000 0.0328 0.0001 0.0002 0.0423 Section P2 to Sump B Position 62 OB 8.95E+o7 U2FD 3.87E+o7 O.OOE+oO 5.08E+07 1.95E+07 3.40E+o4 0.0053 0.0000 0.0189 0.0001 0.0001 0.0244 Section P2 to Sumo B Position 63 OB 2.03E+o7 U2FD 8.78E+o6 O.OOE+oO 1.15E+o7*

4.43E+06 7.72E+03 0.0012 0.0000 0.0043 0.0000 0.0000 0.0055 Section R3 to R2 Position Zero OB 2.67E+o8 U2FD 1.16E+o8 0.00E+oO 1.51E+08 5.83E+o7 l.01E+o5 0.0158 0.0000 0.0565 0.0002 0.0004 0.0729 Section R3 to R2 Position I OB 3.34E+o8 U2FD 1.45E+o8 O.OOE+oO 1.89E+o8 7.29E+07 1.27E+05 0.0197 0.0000 0.0707 0.0003 0.0005 0.0912 Section R3 to R2 Position 2 OB 2.68E+o8 U2FD l.16E+o8 0.00E+oO l.52E+08 5.85E+o7 l.02E+05 0.0158 0.0000 0.0567 0.0002 0.0004 0.0732 Section R3 to R2 Position 3

• OB 3.01E+o8 U2FD l.30E+o8 O.OOE+OO 1.71E+08 6.57E+07 1.14E+o5 0.0178 0.0000 0.0637 0.0002 0.0005 0.0822 Section R3 to R2 Position 4 OB 3.72E+o8 U2FD 1.61E+08 0.00E+oO 2.l IE+08 8.12E+07 1.41E+o5 0.0220 0.0000 0.0787 0.0003 0.0006 0.1016 Section R3 to R2 Position 5 OB 2.30E+o8 U2FD 9.95E+o7 0.00E+OO 1.30E+08 5.02E+07 8.74E+o4 0.0136 0.0000 0.0487 0.0002 0.0004 0.0628 Section R3 to R2 Position 6 OB 2.34E+o8 U2FD 1.01E+08 O.OOE+oO 1.33E+08 5.l 1E+o7 8.89E+o4 0.0138 0.0000 0.0495 0.0002 0.0004 0.0639 Section R3 to R2 Position 7 OB 2.33E+o8 U2FD 1.01E+08 O.OOE+OO l.32E+08 5.09E+07 8.86E+o4 0.0138 0.0000 0.0493 0.0002 0.0004 0.0636 Section R3 to R2 Position 8 OB 2.85E+o8 U2FD 1.23E+o8 O.OOE+OO 1.62E+08 6.22E+o7 1.08E+05 0.0168 0.0000 0.0603 0.0002 0.0004 0.0778 Section R3 tO R2 Position 9 OB 3.04E+o8 U2FD 1.32E+08 O.OOE+OO 1.72E+o8 6.64E+07 1.16E+o5 0.0179 0.0000 0.0643 0.0002 0.0005 0.0830 Section R3 to R2 Position 10 OB 3.56E+o8 U2FD l.54E+08 O.OOE+OO 2.02E+o8 7.77E+07 l.35E+05 0.0210 0.0000 0.0753 0.0003 0.0006 0.0972 Section R3 to R2 Position 11 OB 3.32E+o8 U2FD 1.44E+o8 O.OOE+OO

• 1.88E+08 7.25E+o7 l.26E+o5 0.0196 0.0000 0.0703 0.0003 0.0005 0.0906 Section R3 to R2 Position 12 OB 4.05E+08 U2FD l.75E+o8 0.00E+oO 2.30E+08.

8.84E+07 l.54E+o5 0.0239 0.0000 0.0857 0.0003 0.0006 0.1106 Section R3 to R2 Position 13 OB

, 3.65E+o8 U2FD l.58E+o8 O.OOE+oO 2.07E+08 7.97E+07 l.39E+o5 0.0215 0.0000 0.0773 0.0003 0.0006 0.0997 Section R3 tb R2 Position t 4 OB '

3.25E+08

U2FD, 1.41 E+o8 O.OOE+OO l.84E+08 7.IOE+o7 1.24E+o5 0.0192 0.0000 0.0688 0.0003 0.0005 0.0887 Section R3 to R2 Position 15 OB 2.50E+08 U2FD l.08E+o8 O.OOE+OO l.42E+08 5.46E+07 9.50E+04 0.0148 0.0000 0.0529 0.0002 0.0004 0.0683 Section R3 to R2 Position 16 OB 2.05E+o8 U2FD 8.87E+o7 O.OOE+oO 1.16E+o8 4.48E+07 7.79E+o4 0.0121 0.0000 0.0434 0.0002 0.0003 0.0560 Section R3 to R2 Position 17 OB l.49E+08 U2FD 6.45E+o7 0.00E+oO 8.45E+07 3.25E+07 5.66E+o4 0.0088 0.0000 0.0315 0.0001 0.0002 0.0407 Section R3 to R2 Position 18 OB 1.3 IE+o8 U2FD 5.67E+o7 O.OOE+OO 7.43E+o7 2.86E+o7 4.98E+o4 0.0077 0.0000 0.0277 0.0001 0.0002 0.0358 Section R3 to R2 Position 19 OB 7.22E+o7 U2FD 3.12E+o7 O.OOE+OO 4.1 OE+o7 l.58E+07

2. 74E+o4 0.0043 0.0000 0.0153 0.0001 0.0001 0.0197 Section R3 to R2 Position 20 OB 1.40E+07 U2FD 6.06E+o6 0.00E+oO 7.94E+06 3.06E+06 5.32E+o3 0.0008 0.0000 0.0030 0.0000 0.0000 0.0038 Section R2 to Sumo B Position Zero OB 3.72E+o8 U2FD I.61E+o8 0.00E+oO 2.l 1E+08 8.12E+07 1.41E+o5 0.0220

• o.oooo 0.0787 0.0003 0.0006 0.1016 Section R2 to Sump B Position I OB 5.14E+o8 U2FD 2.22E+o8 0.00E+oO 2.92E+08 l.12E+08 l.95E+o5 0.0303 0.0000 0.1088 0.0004 0.0008 0.1403 Section R2 to Sump B Position 2 OB 2.28E+08' U2FD 9.87E+o7 O.OOE+OO 1.29E+08 4.98E+o7 8.67E+o4 0.0135 0.0000 0.0483 0.0002 0.0004 0.0623 Section R2 to Sumn B Position 3 OB 2.12E+08 U2FD 9.17E+o7 O.OOE+oO l.20E+08 4.63E+o7 8.06E+o4 0.0125 0.0000 0.0449 0.0002 0.0003 0.0579 Section R2 to Sump B Position 4 OB 1.82E+o8 U2FD 7.88E+o7 0.00E+oO 1.03E+08 3.97E+07

'6.92E+o4 0.0107 0.0000 0.0385 0.0001 0.0003 0.0497 Section R2 to Sumo B Position 5 OB l.65E+o8 U2FD 7.14E+o7 0.00E+oO 9.36E+07 3.60E+07 6.27E+o4 0.0097 0.0000 0.0349 0.0001 0.0003 0.0451 Section R2 to Sumo B Position 6 OB 3.00E+o8 U2FD 1.30E+o8 O.OOE+oO 1.70E+08 6.55E+o7 1.14E+o5 0.0177 0.0000 0.0635 0.0002 0.0005 0.0819 Section R2 to Sumo B Position 7 OB 5.3 IE+08 U2FD 2.30E+o8 O.OOE+oO 3.01E+08 1.16E+08 2.02E+o5 0.0313 0.0000 0.1124 0.0004 0.0008 0.1450 Section R2 to Sumo B Position 8 OB 3.86E+o8 U2FD l.67E+o8 O.OOE+OO 2.19E+08 8.43E+07 l.47E+o5 0.0228' 0.0000 0.0817 0.0003 0.0006 0.1054 Section R2 to Sump B Position 9 OB 3.30E+o8 U2FD l.43E+o8 O.OOE+OO l.87E+08 7.21E+o7

!.25E+o5 0.0195 0.0000 0.0698 0.0003 0.0005 0.0901 Section R2 to Sumo B Position 10 OB 3.66E+o8 U2FD l.58E+o8 O.OOE+oO 2.08E+08 7.99E+o7 L39E+o5 0.0216 0.0000 0.0775 0.0003 0.0006 0.0999 Section R2 to Sump B Position 11 OB 2.54E+o8 U2FD l.IOE+o8 O.OOE+oO l.44E+08

'5.55E+07 9.65E+o4 0.0150 0.0000 0.0538 0.0002 0.0004 0.0694 Section R2 to Sumo B Position 12 OB 2.81E+08 U2FD

• 1.22E+o8 O.OOE+oO l.59E+08 6.14E+o7 l.07E+o5 0.0166 0.0000 0.0595 0.0002 0.0004 0.0767

[87]

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Section Sump Gamma

Activiry, foCilm2)

Section R2 to Sump B Position 13 OB 2.70E+-08 Section R2 to Sumo 8 Position 14 OB 3.13E+-08 Section R2 to Sumo B Position 15 OB 3.15E+-08 Section R2 to Sumo B Position 16 OB 3.44E+-08 Section R2 to Sumo B Position 17 OB 4.13E+-08 Section R2 to Sumo B Position 18 OB 4.49E+-08 Section R2 to Sumo B Position 19 OB 4.02E+-08 Section R2 to Sump B Position 20 OB 2.30E+-08 Section R2 to Sumo B Position 21 OB 2.82E+-08 Section R2 to Sump B Position 22 OB 4.21E+-08 Section R2 to Sumo B Position 23 OB 3.89E+-08 Section R2 to Sump B Position 24 OB 3.36E+-08 Section R2 to Sumo B Position 25 OB 2.56E+-08 Section R2 to Sumo B Position 26 OB 2.66E+-08 Section R2 to Sump B Position 27 OB 3.48E+-08 Section R2 to Sumo B Position 28 OB 4.70E+08 Section R2 to Sumo B Position 29 OB 4.35E+-08 Section R2 to Sumo 8 Position 30 OB 4.0lE+-08 Section R2 to Sumo B Position 31 OB 3.22E+-08 Section R2 to Sumo 8 Position 32 OB 4.l lE+-08 Section R2 to Sumo 8 Position 33 OB 5.l lE+-08 Section R2 to Sump B Position 34 OB 4.41E+-08 Section R2 to Sumo B Position 35

.OB 3.49E+-08 Section R2 to Sumo 8 Position 36 OB 3.06E+-08 Section R2 to Sumo 8 Position 37 OB 2.95E+-08 Section R2 to Surrio 8 Position 38 OB 3.l lE+-08 Section R2 to Sumo 8 Position 39 OB 4.25E+-08 Sectiori R2 to Sumo B Position 40 OB 4.20E+08 Section R2 to Sump B Position 41 OB 3.84E+-08 Section R2 to Sumo B Position 42 OB 3.51E+-08 Section R2 to Sump B Position 43 OB 3.43E+-08 Section R2 to Sumo B Position 44 OB 3.90E+-08 Section R2 to Sumo B Position 45 OB 4.15E+-08 Section R2 to Sump B Position 46 OB 4.00E+-08 Section R2 to Sump B Position 47 OB 3.23E+-08 Section R2 to Sumo 8 Position 48 OB 3.21E+-08 Section R2 to Sumo B Position 49 OB 3.21E+-08 Section R2 to Sumo B Position 50 OB 3.37E+08 Section R2 to Sumo B Position 51 OB 3.65E+o8 Section R2 to Sumo B Position 52 OB 3.99E+o8 Section R2 to Sump B Position 53 OB 4.28E+08 Section R2 to Sumo B Position 54 OB 2.52E+-07 Section R2 to Sump B Position 55 OB l.80E+-07 Mixture U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD

.U2FD U2FD U2FD U2FD U2FD Co-60 Cs-134 Cs-137 Ni-63 Cone.

Cone.

Cone.

,-Cone.

(oCi/m2l foCi/m':\\

(oCiim2)

(oCi/m2) 1.17E+-08 O.OOE+-00 l.53E+08 5.90E+-07 1.35E't08 0.00E+-00 1.78E+08 6.83E+-07 1.36E+08 O.OOE+-00

!.79E+08 6.88E+07 l.49E+-08 0.00E+-00 l.95E+-08 7.51E+-07 1.79E+08 O.OOE+-00 2.34E+08 9.02E+-07 l.94E+08 0.00E+-00 2.55E+08 9.80E+-07

!.74E+-08 O.OOE+-00 2.28E+-08 8.78E+-07 9.95E+-07 O.OOE+-00 1.30E+-08 5.02E+-07 l.22E+08 0.00E+-00 l.60E+08 6.16E+-07 l.82E+-08 O.OOE+-00 2.39E+-08 9.19E+o7

!.68E+08 0.00E+-00 2.21E+-08 8.49E+-07 l.45E+08 O.OOE+OO 1.91E+08 7.34E+07 l.llE+-08 O.OOE+-00 1.45E+08 5.59E+-07 1.15E+-08 0.00E+-00 l.51E+-08 5.81E+-07 l.51E+08 0.00E+-00 l.97E+08 7.60E+07 2.03E+-08 0.00E+-00 2.67E+-08 1.03E+-08 1.88E+-08 O.OOE+-00 2.47E+-08 9.SOE+-07 1.74E+08 0.00E+-00 2.27E+08 8.76E+-07 1.39E+08 0.00E+-00 l.83E+08 7.03E+-07 l.78E+08 0.00E+-00 2.33E+-08 8.97E+-07 2.21E+-08 0.00E+-00 2.90E+-08 1.12E+08 l.91E+08 O.OOE+-00 2.50E+08 9.63E+07 1.51E+08 0.00E+-00 l.98E+08 7.62E+-07 l.32E+-08 0.00E+-00 l.74E+-08 6.68E+07 1.28E+08

• O.OOE+-00 1.67E+08 6.44E+-07 l.35E+-08 O.OOE+-00 l.76E+08 6.79E+07 1.84E+-08 0.00E+-00 2.41E+08 9.28E+-07 l.82E+-08 O.OOE+OO 2.38E+08

. 9.17E+07 1.66E+08 O.OOE+OO 2.18E+-08 8.39E+-07 l.52E+-08 0.00E+-00 l.99E+-08 7.66E+07 l.48E+-08 O.OOE+-00 l.95E+08 7.49E+-07 l.69E+-08 O.OOE+-00 2.21E+08 8.52E+07 l.80E+-08 O.OOE+-00 2.35E+-08 9.06E+-07 l.73E+-08 O.OOE+-00 2.27E+-08 8.73E+o7 l.40E+-08 O.OOE+-00 l.83E+08 7.05E+-07 l.39E+-08 O.OOE+-00 1.82E+-08 7.0IE+-07 1.39E+-08 O.OOE+OO 1.82E+-08 7.0IE+-07 l.46E+-08 O.OOE+OO 1.91E+08 7.36E+07 1.58E+-08 O.OOE+OO 2.07E+-08 7.97E+-07 1.73E+-08 0.00E+-00 2.26E+-08 8.71E+-07 l.85E+-08 O.OOE+-00 2.43E+08 9.35E+07 1.09E+-07 O.OOE+-00 l.43E+07 5.SOE+-06 7.79E+-06 O.OOE+-00 l.02E+-07 3.93E+-06

[88]

~

ZIONSOLVTIONSiii

M~C-0.

Sr-90 Co~.

Co-60

'Cs-134 Cs-137 Ni-63 Sr-90 SOF SOF

!;. SOF.

SOF:

SOF SOF (oCi/.;2l l.03E+-05 0.0159 0.0000 0.0571 0.0002 0.0004 0.0737 l.19E+-05 0.0185 0.0000 0.0662 0.0002 0.0005 0.0855 1.20E+o5 0.0186 0.0000 0.0667 0.0002 0.0005 0.0860 l.31E+-05 0.0203 0.0000 0.0728 0.0003 0.0005 0.0939

!.57E+-05 0.0244 0.0000 0.0874 0.0003 0.0007 0.1128 l.71E+-05 0.0265 0.0000 0.0950 0.0004 0.0007 0.1226

!.53E+-05 0.0237 0.0000 0.0851 0.0003 0.0006 0.1098 8.74E+-04 0.0136 0.0000 0.0487 0.0002 0.0004 0.0628 l.07E+-05 0.0166 0.0000 0.0597 0.0002 0.0004 0.0770

!.60E+o5 0.0248 0.0000 0.0891 0.0003 0.0007 0.1149 l.48E+-05 0.0230 0.0000 0.0823 0.0003 0.0006 0.1062 l.28E+-05 0.0198 0.0000 0.0711 0.0003 0.0005 0.0917 9.73E+-04 0.0151 0.0000 0.0542 0.0002 0.0004 0.0699 l.OlE+-05 0.0157 0.0000 0.0563 0.0002 0.0004 0.0726 l.32E+-05 0.0205 0.0000 0.0737 0.0003 0.0005 0.0950

!.79E+-05 0.0277 0.0000 0.0995 0.0004 0.0007 0.1283 1.65E+-05 0.0257 0.0000 0.0921 0.0003 0.0007 0.1188 l.52E+-05 0.0237 0.0000 0.0849 0.0003 0.0006 0.1095 l.22E+-05 0.0190 0.0000 0.0682 0.0003 0.0005 0.0879 l.56E+-05 0.0243 0.0000 0.0870 0.0003 0.0006 0.1122 1.94E+-05 0.0302 0.0000 0.1082 0.0004 0.0008 0.1395 1.68E+-05 0.0260 0.0000.

0.0933 0.0003 0.0007 0.1204 l.33E+-05 0.0206 0.0000 0.0739 0.0003 0.0006 0.0953 l.16E+-05 0.0181 0.0000 0.0648 0.0002 0.0005 0.0835 1.12E+-05 0.0174 0.0000 0.0624 0.0002 0.0005 0.0805 1.18E+-05 0.0184 0.0000 0.0658 0.0002 0.0005 0.0849 l.62E+-05 0.0251 0.0000 0.0900 0.0003 0.0007 0.1160 1.60E+o5 0.0248 0.0000 0.0889 0.0003 0.0007 0.1147 l.46E+-05*

0.0227

. 0.0000 0.0813 0.0003 0.0006*

0.1048 l.33E+-05 0.0207 0.0000 0.0743 0.0003 0.0006 0.0958 1.30E+-05 0.0202 0.0000 0.0726 0.0003 0.0005 0.0937 l.48E+-05 0.0230 0.0000 0.0825 0.0003 0.0006 0.1065 1.58E+-05 0.0245 0.0000 0.0878 0.0003 0.0007 0.1133 1.52E+-05 0.0236 0.0000 0.0847 0.0003 0.0006 0.1092 1.23E+-05 0.0191 0.0000 0.0684 0.0003 0.0005 0.0882 l.22E+-05 0.0189 0.0000 0.0679 0.0003 0.0005 0.0876 l.22E+-05 0.0189 0.0000 0.0679 0.0003 0.0005 0.0876 1.28E+-05 0.0199 0.0000 0.0713 0.0003 0.0005 0.0920 l.39E+-05 0.0215 0.0000 0.0773 0.0003 0.0006 0.0997 1.52E+-05 0.0235 0.0000 0.0844 0.0003 0.0006 0.1089 l.63E+-05 0.0253 0.0000 0.0906 0.0003 0.0007 0.1169 9.58E+-03 0.0015 0.0000 0.0053 0.0000 0.0000 0.0069 6.84E+-03 0.0011 0.0000 0.0038 0.0000 0.0000 0.0049

. __ _J

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Section S3 to SI Position 0 08 7.97E+o7 U2FD 3.45E+07 O.OOE+oO 4.52E+o7

!.74E+o7 3.03E+o4 Section 83 to SI Position I 08 7.62E+-07 U2FD 3.30E+o7 O.OOE+oO 4.32E+07 l.66E+o7 2.90E+o4 Section SJ to SI Position 2 08 l.02E+o8 U2FD 4.41E+07 0.00E+oO 5.79E+07 2.23E+o7 3.88E+04 Section 83 to SI Position 3 08

• l.23E+o8 U2FD 5.32E+07 0.00E+oO 6.98E+07 2.69E+o7 4.68E+04 Section 83 to SI Position 4 08 1.12E+o8 U2FD 4.85E+07 O.OOE+oO 6.35E+07 2.45E+o7 4.26E+o4 Section S3 to SI Position 5 08 l.21E+o8 U2FD 5.24E+07 O.OOE+OO 6.86E+07 2.64E+o7 4.60E+04 Section S3 to SI Position 6 08 1.21 E+o8 U2FD 5.24E+o7 0.00E+oO 6.86E+07 2.64E+o7 4.60E+04

. Section 83 to SI Position 7 08 l.28E+o8 U2FD 5.54E+07 O.OOE+oO 7.26E+07 2.80E+07 4.87E+04 Section S3 to SI Position 8 08 1.01E+o8 U2FD 4.37E+o7 O.OOE+oO 5.73E+07

'2.21E+o7 3.84E+o4 Section S3 to SI Position 9 08' 9.04E+o7 U2FD 3.91E+07 O.OOE+oO 5.13E+o7 l.97E+o7 3.44E+04 Section 83 to SI Position I 0 08 9.89E+o7 U2FD 4.28E+07 0.00E+oO 5.61E+07 2.16E+07 3.76E+o4 Section S3 to SI Position 11 08 I.29E+o8 U2FD 5.58E+07 O.OOE+oO 7.32E+07 2.82E+o7 4.90E+04 Section S3 to SI Position 12 08 9.87E+o7 U2FD 4.27E+07 O.OOE+oO 5.60E+07 2.16E+07 3.75E+o4 Section SJ to SI Position 13 08 l.14E+o8 U2FD 4.93E+o7 O.OOE+oO 6.47E+o7 2.49E+o7 4.33E+o4 Section 83 to SI Position 14 08 9.97E+o7 U2FD 4.31E+07 O.OOE+oO 5.66E+07 2.18E+o7 3.79E+o4 Section S3 to SI Position 15 08 l.04E+o8 U2FD 4.50E+o7 O.OOE+oO 5.90E+07 2.27E+o7 3c95E+o4 Section SJ to SI Position* 16 08 l.08E+o8 U2FD 4.67E+07, 0.00E+oO 6.13E+07 2.36E+07 4.10E+o4 Section 83 to SI Position 17 OB 8.73E+o7 U2FD 3.78E+o7

• O.OOE+oO 4.95E+07 l.91E+o7 3.32E+o4 Section 83 to SI Position 18 OB 7.64E+o7 U2FD 3.31E+o7 0.00E+oO 4.33E+07 l.67E+o7 2.90E+o4 Section S3 to S 1 Position 19 08 8.06E+07 U2FD 3.49E+07 O.OOE+oO 4.57E+07 l.76E+07 3.06E+04 Section 83 to SI Position 20 08 l.75E+o8 U2FD

• 7.57E+07 O.OOE+oO 9.93E+o7 3.82E+o7 6.65E+o4 Section 83 to SI Position 21 08 1.12E+o8 U2FD 4.85E+07 O.OOE+oO 6.35E+07 2.45E+07 4.26E+o4 Section S3 to S 1 Position 22 08 l.32E+08 U2FD 5.71E+07 O.OOE+oO 7.49E+07 2.88E+o7 5.02E+o4 Section S3 to S l Position 2J OB 1.17E+o8 U2FD 5.06E+o7 O.OOE+oO 6.64E+o7 2.55E+07 4.45E+o4 Section SJ to S 1 Position 24 08 1.33E+o8 U2FD 5.75E+07 0.00E+oO 7.55E+o7 2.90E+o7 5.06E+o4 Section SJ to Sl Position 25.

08 l.22E+o8 U2FD 5.28E+o7 O.OOE+oO 6.92E+07 2.66E+o7 4.64E+o4 Section S3 to S 1 Position 26 08 1.70E+o8 U2FD 7.36E +o7 O.OOE+oO 9.64E+07 3.71E+o7 6.46E+o4 Section S3 to S 1 Position 27 08 1.06E+o8 U2FD 4.59E+o7 O.OOE+oO

'6.01E+o7 2.31E+o7 4.03E+o4 Section S3 to S 1 Position 28 08 8.18E+o7 U2FD 3.54E+o7 O.OOE+oO 4.64E+07 1.79E+07 3.l IE+o4 Section S3 to S 1 Position 29 08 8.30E+o7 U2FD 3.59E+07 O.OOE+oO 4.71E+07 l.81E+o7 3.15E+o4 Section S3 to SI Position JO 08 9.26E+o7 U2FD 4.0IE+o7 0.00E+oO 5.25E+07 2.02E+o7 3.52E+o4*

Section S3 to SI Position J 1 08 l.04E+o8 U2FD 4.50E +o7 O.OOE+oO 5.90E+07 2.27E+o7 3.95E+o4 Section S3 to SI Position J2 08 7.74E+07 U2FD. 3.35E+07 O.OOE+oO 4.39E+07 1.69E+o7 2.94E+o4 Section S3 to SI Position 33 08 6.95E+o7 U2FD 3.01E+o7 O.OOE+oO 3.94E+07 l.52E+o7 2.64E+o4 Section S3 to SI Position J4 08 l.05E+o8 U2FD 4.54E+o7 O.OOE+oO 5.96E+o7 2.29E+o7 3.99E+o4 Section SJ to SI Position 35 08 7.54E+o7 U2FD 3.26E+o7 O.OOE+oO 4.28E+07 I.65E+o7 2.87E+04

• Section S3 to S l Position J6 08 7.36E+o7 U2FD

3. ! 8E+o7 0.00E+oO 4.18E+07 l.61E+o7 2.80E+o4 Section S3 to SI Positiori 37 08 7.66E+o7 U2FD 3.31E+o7 O.OOE+oO 4.35E+o7 l.67E+o7 2.91E+o4 Section S3 to S 1 Position 38 08 7.37E+o7 U2FD 3.19E+o7 O.OOE+oO 4.18E+07 l.61E+07 2.80E+o4 Section S3 to SI Position J9 08 8.17E+o7 U2FD 3.54E+07 O.OOE+oO 4.63E+o7 l.78E+o7 3.1 IE+o4 Section S3 to SI Position 40 08 7.62E+o7 U2FD 3.30E+o7 O.OOE+oO 4.32E+07 l.66E+o7 2.90E+o4 Section S3 to SI Position 41 08 6.90E+07 U2FD 2.99E+07 O.OOE+oO 3.91E+07 1.5 IE+07

. 2.62E+o4 Section SJ to S 1 Position 42 08 6.30E+o7 U2FD 2.73E+o7 O.OOE+oO 3.57E+07 1.38E+o7 2.39E+o4

[89]

~

ZlONSOLUTIONSuc

.... ~-~

0.0047 0.0000 0.0169 0.0001 0.0001 0.0218 0.0045 0.0000 0.0161 0.0001 0.0001 0.0208 0.0060 0.0000 0.0216 0.0001 0.0002

. 0.0278 0.0073 0.0000 0.0260 0.0001 0.0002 0.0336 0.0066 0.0000 0.0237 0.0001 0.0002 0.0306 0.0071 0.0000 0.0256 0.0001 0.0002 0.0330 0.0071 0.0000 0.0256 0.0001 0.0002 0.0330 0.0076 0.0000 0.0271 0.0001*

0.0002 0.0349 0.0060 0.0000 0.0214 0.0001 0.0002 0.0276 0.0053 0.0000 0.0191 0.0001 0.0001 0.0247 0.0058 0.0000 0.0209 0.0001 0.0002 0.0270 0.0076 0.0000 0.0273 0.0001 0.0002 0.0352 0.0058 0.0000 0.0209 0.0001 0.0002 0.0269 0.0067 0.0000 0.0241 0.0001 0.0002 0.0311 0.0059 0.0000 0.0211 0.0001 0.0002 0.0272 0.0061 0.0000 0.0220 0.0001 0.0002 0.0284.

0.0064 0.0000 0.02W 0.0001 0.0002 0.0295 0.0052 0.0000 0.0185 0.0001 0.0001 0.0238 0.0045 0.0000 0.0162 0.0001 0.0001 0.0209 0.0048 0.0000 0.0171 0.0001 0.0001 0.0220 0.0103 0.0000 0.0370 0.0003 0.0478 0.0066 0.0000 0.0237 0.0001 0.0002 0.0306 0.0078 0.0000 0.0279 0.0001 0.0002 0.0360

.0.0069 0.0000 0.0248 0.0001 0.0002 0.0319 0.0078 0.0000 0.0281 0.0001 0.0002 0.0363 0.0072 0.0000 0.0258 0.0001 0.0002 0.0333 0.0100 0.0000 0.0360 0.0001 0:0003 0.0464 0.0063 0.0000 0.0224 0.0001 0.0002 0.0289 0.0048

• 0.0000 0.0173 0.0001 0.0001 0.0223 0.0049 0.0000 0.0176 0.0001

.0.0001 0.0227 0.0055 0.0000 0.0196 0.0001 0.0001 0.0253 0.0061 0.0000 0.0220 0.0001 0.0002 0.0284 0.0046 0.0000 0.0164 0.0001 0.0001 0.0211 0.0041 0.0000

'0.0147 0.0001 0.0001 0.0190 0.0062 0.0000 0.0222 0.0001 0.0002 0.0287 0.0045 0.0000 0.0160 0.0001 0.0001 0.0206 0.0043 0.0000

' 0.0156 0.0001 0.0001 0.0201 0.0045 0.0000 0.0162 0.0001 0.0001 0.0209 0.0043 0.0000

. 0.0156 0.0001 0.0001 0.0201 0.0048 0.0000 0.0173 0.0001 0.0001 0.0223 0.0045 0.0000 0.0161 0.0001 0.0001 0.0208 0.0041 0.0000 0.0146 0.0001 0.0001 0.0188 0.0037 0.0000 0.0133 0.0000 0.0001 0.0172

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Pipe Section

• Sump Gamma Activity foCilm'l Section SJ to SI Position 43 OB 6.48E+o7 Section SJ to SI Position 44 OB 6.48E+o7 Section S3 to SI Position 45 OB 6.05E+o7 Section S3 to SI Position 46 OB 6.43E+o7 Section S3 to SI Position 47 OB 6.82E+o7 Section S3 to SI Position 48 OB 6.82E+o7 Section 83 to SI Position 49 OB 6.70E+o7 Section S3 to SI Position 50 OB 5:93E+07 Section S3 to SI Position 51 OB 6.18E+o7 Section S3 to SI Position 52 OB*

6.65E+o7 Section S3 to SI Position 53 OB 5.27E+o7 Section S3 to SI Position 54 OB 6.15E+o7 Section S3 to SI Position 55 OB 5.93E+o7 Section S3 to SI Position 56 OB 2.74E+o7 Section S2 to Sump B Position 0 OB 1.24E+o8 Section S2 to Sumo B Position 1 OB l.25E+o8 Section S2 to Sumo B Position 2 OB 1.33E+o8 Section S2 to Sump B Position 3 OB l.31E+o8 Section S2 to Sumo B Position 4 OB 1.13E+o8 Section S2 to Sump B Position 5 OB l.IOE+o8 Section S2 to Sumo B Position 6 OB l.21E+o8 Section S2 to Sump B Position 7 OB 1.24E+o8 Section S2 to Sumo B Position 8 OB l.30E+o8 Section S2 to Sump B Position 9 OB I.84E+o8 Section S2 to Sumo B Position I a OB 1.90E+o8 Section S2 to Sumo B Position ll OB 2.09E+o8 Section S2 to Sump 8 Position 12 OB I.95E+o8 Section S2 to Sump B Position 13

.OB 1.59E+o8 Section S2 to Sumo B.Position 14 OB I.70E+o8 Section S2 to Sumo B Position 15 OB l.73E+o8 Section S2 to Sump B Position 16 OB 1.24E+o8 Section S2 to Sumo B Position 17 OB l.38E+o8 Section S2 to Sump B Position 18 OB l.46E+o8 Section S2 'to Sumo B Position 19 OB l.77E+08 Section S2 to Sump B Position 20 OB I.56E+o8 Section S2 to Sump B Position 21 OB l.99E+o8 Section S2 to Sumo B Position 22 OB 1.77E+o8 Section S2 to Sump B Position 23 OB l.40E+o8 Section S2 to Sumo B Position 24 OB 2.12E+o8 Section S2 to Sumo B Position 25 OB 1.56E+o8 Section S2 to Sump B*Position 26 OB l.48E+08 Section S2 to Sumo B Position 27 OB 1.62E+o8 Secticin S2 to Sump B Position 28 OB I.86E+o8 Mixture U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD Co-60 Cs-134

• Cs-137

"'cone.'

Cone.

Cone.

loCilm'l loCilm'l loCi/m2l 2.80E+o7 O.OOE+oO 3.68E+o7 2.80E+o7 O.OOE+oO 3.68E+07 2.62E+o7 0.00E+oO 3.43E+o7 2.78E+o7 0.00E+oO 3.65E+07 2.95E+07 O.OOE+oO 3.87E+07 2.95E+07 O.OOE+OO 3.87E+07 2.90E+o7 O.OOE+oO 3.80E+07 2.57E+o7 0.00E+OO 3.36E+o7 2.67E+o7 O.OOE+OO

. 3.51E+07 2.88E+o7

'0.00E+oO 3.77E+o7 2.28E+o7 0.00E+oO 2.99E+o7 2.66E+o7 0.00E+OO 3.49E+07 2.57E+o7 O.OOE+oO 3.36E+07 l.19E+07 O.OOE+OO 1.55E+07.

5.37E+07 0.00E+oO 7.03E+07 5.41E+o7 O.OOE+oO 7.09E+07

-5.75E+07 O.OOE+oO 7.55E+o7 5.67E+o7 O.OOE+oO 7.43E+o7 4.89E+o7 O.OOE+oO 6.41E+o7 4.76E+o7 0.00E+oO 6.24E+07 5.24E+o7 O.OOE+oO 6.86E+o7 5.37E+o7 O.OOE+oO 7.03E+07 5.63E+07 O.OOE+oO 7.37E+o7 7.96E+07.

O.OOE+oO

• 1.04E+o8 8.22E+o7. O.OOE+oO l.08E+08 9.04E+o7 O.OOE+OO l.19E+o8 8.44E+o7, O.OOE+oO l.l IE+08 6.88E+o7 O.OOE+OO 9.02E+o7 7.36E+o7 O.OOE+oO 9.64E+o7 7.49E+o7 0.00E+oO 9.81E+07 5.37E+o7 O.OOE+oO 7.03E+o7 5.97E+o7' 0.00E+oO 7.83E+o7 6.32E+o7 O.OOE+oO

• 8.28E+o7 7.66E+o7, 0.00E+OO

'l.OOE+08 6.75E+o7.'

o:ooE+oo 8.85E+07

.8.61E+o7 O.OOE+oO l.13E+08 7.66E+o7'

.O.OOE+oO l.OOE+o8 6.06E+07 O.OOE+oO 7.94E+o7 9.17E+o7 O.OOE+oO. 1.20E+o8 6.75E+o7 O.OOE+oO 8.85E+o7 6.40E+o7 0.00E+oO 8.40E+07 7.0IE+o7 O.OOE+oo 9.19E+07 8.05E+o7 O.OOE+oO l.06E+08

[90]

~

ZlONSOLUTIONSuc

~--..

Ni-63 Sr-90 Cone.

. Con~,

Co-60 Cs"l34 CsCl37 Ni-63

'g,:90 SOF SOF SOF SOF SOF SOF

<nCi!m2l

<oCi/m2l l.42E+o7 2.46E+o4 0.0038 0.0000 0.0137 0.0001 0.0001 0.0177 l.42E+o7 2.46E+o4 0.0038 0.0000 0.0137 0.0001 0.0001 0.0177 L32E+07 2.30E+o4 0.0036 0.0000 0.0128 0.0000 0.0001 0.0165

'l.40E+07 2.44E+o4 0.0038 0.0000 0.0136 0.0001 0.0001 0.0176 l.49E+07 2.59E+o4 0.0040 0.0000 0.0144 0.0001 0.0001 0.0186 l.49E+07 2.59E+o4 0.0040 0.0000 0.0144 0.0001 0.0001 0.0186 l.46E+07 2.55E+o4 0.0040 0.0000 0.0142 0.0001 0.0001 0.0183 1.29E+07 2.25E+04 0.0035 0.0000 0.0126 0.0000 0.0001 0.0162 l.35E+o7 2.35E+o4 0.0036 0.0000 0.0131 0.0000 0.0001 0.0169 l.45E+o7 2.53E+o4 0.0039 0.0000 0.0141 0.0001 0.0001 0.0182' l.15E+o7 2.00E+o4 0.0031' 0.0000 0.0112 0.0000 0.0001 0.0144 1.34E+07 2.34E+o4 0.0036 0.0000 0.0130' 0.0000 0.0001 0.0168 l.29E+o7 2.25E+o4 0.0035 0.0000 0.0126 0.0000 0.0001 0.0162 5.98E+06

• l.04E+o4 0.0016 0.0000 0.0058 0.0000 0.0000 0.0075 2.71E+07 4.71E+04 0.0073 '

0.0000 '

0.0262 0.0001 0.0002 0.0339 2.73E+07 4.75E+04 0.0074 0.0000 0.0265

• 0.0001 0.0002 0.0341 2.90E+o7 5.06E+o4 0.0078 0.0000 0.0281 0.0001 0.0002 0.0363 2.86E+07 4.98E+o4 0.0077 0.0000 0.0277

.0.0001 0.0002 0,0358 2.47E+o7 4.30E+04 0.0067 0,0000 0.0239 0.0001 0.0002 0.0309 2.40E+o7 4.18E+o4 0.0065 0.0000 0.0233 0.0001 0.0002 0.0300 2.64E+o7 4.60E+o4 0.0071 0.0000 0.0256 0.0001 0.0002 0.0330 2.71E+o7 4.71E+o4 0.0073 0.0000 0.0262 0.0001 0.0002 0.0339 2.84E+o7 4.94E+04 0.0077 0.0000. ' 0.0275 0.0001 0.0002 0.0355 4.02E+o7 6.99E+o4 0.0109 0.0000 0.0389 0.0001 0.0003 0.0502 4.15E+o7 7.22E+o4 0.0112 0.0000 0.0402 0.0001 0.0003 0.0519 4.56E+o7 7.94E+o4

'0.0123 0.0000 0.0442 0.0002 0.0003 0.0571 4.26E+o7 7.41E+o4 O.Dl 15 0.0000 0.0413 0.0002 0.0003 0.0532 3.47E+o7 6.04E+o4 0.0094 0.0000 0.0337 0.0001 0.0003 0.0434 3.71E+o7 6.46E+o4 0.0100 0.0000 0.0360 0.0001 0.0003 0.0464 3.78E+o7 6.58E+o4

'0.0102 0.0000 0.0366 0.0001 0.0003 0.0472 2.71E+o7

• 4.71E+o4 0.0073 0.0000 0.0262 0.0001 0.0002 0.0339 3.0IE+o7 5.25E+o4 0.0081 0:0000 0.0292 0.0001 0.0002 0.0377 3.19E+07 5.55E+o4 0.0086 0.0000 0.0309 0.0001 0.0002 0.0399 3.87E+07 6.73E+o4 0.0104 0.0000 0.0375 0.0001 0.0003 0.0483 3.41E+o7 5.93E+o4 0.0092 0.0000 0.0330 0.0001 0.0002 0.0426 4.35E+o7 7.56E+o4 0.0117 0.0000 0.0421 0.0002 0.0003 0.0543 3.87E+o7 6.73E+o4 0.0104 0.0000 0.0375 0.0001 0.0003 0.0483 3.06E+o7 5.32E+o4

'0.0083 0.0000 0.0296' 0.0001 0.0002 0.0382 4.63E+o7 8.06E+o4 0.0125 0.0000 0.0449 0.0002 0.0003 0.0579 3.41E+o7 5.93E+o4 0,0092 O.OQOO

• 0.0330' 0.0001 0.0002 0.0426 3.23E+o7 5.63E+o4 0.0087 0.0000' 0.0313 0.0001 0.0002 0.0404 3.54E+o7 6.16E+o4 0.0096 0.0000 0.0343 0.0001 0.0003 0.0442 4.06E+o7 7.07E+o4 0.0110 0.0000 0.0394 0.0001 0.0003 0.0508 '

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A GrOss Pipe' Section Sump Gamma Aeti~ity 1ocvm'l Section $2 to Sump B Position 29 OB l.4IE+o8 Section S2 to Sumo B Position 30 OB 1.42E+o8 Section S2 to Sumo B Position 31 OB l.22E+o8 Section S2 to Sumo B Position 32 OB

.l.28E+08 Section S2 to Sumo B Position 33 OB l.35E+o8 Section S2 to Sump B Position 34 OB l.27E+o8 Section S2 to Sumo B Position 35 OB l.20E+o8 Section S2 to Sump B Position 36 OB l.03E+o8 Section S2 to Sumo B Position 37 OB 8.84E+o7 Section S2 to Sumo B Position 38 OB 1.00E+o8 Section S2 to Sumo B Position 39 OB 4.69E+o7 Section S2 to Sump B Position 40 OB 6.35E+o6 Section S2 to Sumo B Position 41 OB 6.73E+o6 Section S2 to Sumo B Position 42 OB

. 3.02E+o6 Section S2 to Sumo B Position 43 OB 3.19E+o6 Section S2 to Sumo B Position 44 OB 7.85E+o6 Section S2 to Sump B Position 45 OB 5.61E+o6 Section S2 to Sumo B Position 46 OB 4.13E+o6

• Section S2 to Sump B Position 4 7 OB

.5.43E+o6 Section S2 to Sumo B Position 48 OB 4.42E+o6 Section S2 to Sumo B Position 49 OB 4.00E+o6

• Section* S2 to Sump B Position 50 OB l.65E+07 Section S2 to Sumo B Position 51 OB l.17E+o8 Section S2 to Sump B Position 52 OB l.51E+o8 Section S2 to Sumo B Position 53 OB l.61E+o8 Section S2 to Sumo B Position 54 OB 1.65E+o8 Section S2 to Sumo B Position 55 OB l.82E+o8 Section S2 to Sumo B Position 56 OB 1.89E+o8 Section S2 to Sumo B Position 57 OB l.89E+o8 Section S2 to Sump B Position 58 OB 2.00E+o8 Section S2 to Sumo B Position 59 OB 2.15E+o8 Section S2 to Sumo B PositiOn 60 OB l.91E+o8 Section S2 to Sumo B Position 61 OB l.82E+o8 Section S2 to Sump B Position 62 OB

• t.76E+o8

• Section S2 to Sumo B Position 63 OB l.98E+o8 Section 82 to Sump B Position 64 OB l.89E+o8 Section S2 to Sumo B Position 65 OB 1.70E+o8 Section S2 to Sumo B Position 66 OB l.49E+o8 Section S2 to Sump B Position 67 OB

• l.80E+08 Section S2 to Sump B Position 68 OB 2.16E+o8 Section S2 to Sumo B Position 69 OB l.83E+o8 Section S2 to Sump B Position 70 OB 2.07E+o8 Section S2 to Sumo B Position 71 OB 2.05E+o8 Mixture U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD*

U2FD U2FD U2FD U2FD Co-60 Cs-134 Cs-137 Cone.

Cone.

Cone.

r~Ci/m 2

l 1ocvin'l

<nCi/m2l 6.10E+o7 O.OOE+oO 8.00E+o7 6.14E+o7 O.OOE+oO 8.06E+07 5.28E+o7 0.00E+oO 6.92E+07 5.54E+07 O.OOE+oO 7.26E+o7 5.84E+o7 0.00E+oO 7.66E+07 5:50E+or 0.00E+oO 7.20E+07 5.19E+o7 O.OOE+oO 6.81E+07 4.46E+o7 0.00E+oO 5.84E+07 3.83E+o7 O.OOE+oO 5.0IE+07 4.33E+07 O.OOE+oO 5.67E+o7 2.03E+o7

• 0.00E+oo 2.66E+o7 2.75E+o6 0.00E+oO 3.60E+06 2.91E+o6 0.00E+oO 3.82E+06 l.3 IE+o6 0.00E+oO l.71E+o6 l.38E+o6 0.00E+oO l.81E+06 3.40E+o6 0.00E+oO 4.45E+06 2.43E+06 0.00E+oO 3.18E+o6 1.79E+o6 O.OOE+oO 2.34E+o6 2.35E+o6 O.OOE+oO 3.08E+06 1.91E+o6 O.OOE+oO 2.51E+06 l.73E+o6 0.00E+oO 2.27E+o6 7.14E+o6

• O.OOE+oO 9.36E+06 5.06E+o7 O.OOE+oO 6.64E+o7 6.53E+07 O.OOE+oO 8.57E+07 6.97E+o7 O.OOE+oO 9.13E+07 7.14E+07. O.OOE+oO 9.36E+07 7.88E+o7 0.00E+oO l.03E+o8 8.18E+o7 O.OOE+oO l.07E+08 8.18E+07 O.OOE+oO l.07E+o8 8.65E+o7 0.00E+oO l.13E+08 9.30E+o7 0.00E+oO l.22E+o8 8.26E+07 O.OOE+oO 1.08E+08 7.88E+o7 0.00E+oO l.03E+o8 7.62E+o7 O.OOE+oO 9.98E+07 8.57E+07 O.OOE+oO l.12E+o8 8.18E+07 0.00E+oO l.07E+08 7.36E+07 0.00E+oO 9.64E+07 6A5E+07 O.OOE+oO B.45E+07 7.79E+o7 O.OOE+oO l.02E+o8 9.35E+o7 0.00E+oO l.23E+o8 7.92E+o7 0.00E+oO l.04E+o8 8.96E+07 O.OOE+oO l.17E+08 8.87E+o7 O.OOE+oO 1.16E+08

[91]

~

ZlONSOLUTIONSuc

~---

Ni-63 Sr-90 Cone.

Cone.

Co-60 Cs-134 Cs-137 Ni-63 Sr-90 SOF

SOF SOF.

SOF'.

SOFi SOF 1ilci!m'1

!oCi/mil 3.08E+o7 5.36E+o4 0.0083 0.0000 0.0298 0.0001 0.0002 0.0385.

3.10E+07 5.40E+o4 0.0084 0.0000 0.0301 0.0001 0.0002 0.0388 2.66E+o7 4.64E+o4 0.0072 0.0000 0.0258 0.0001 0.0002 0.0333 2.80E+o7 4.87E+o4 0.0076 0.0000 0.0271 0.0001 0.0002 0.0349 2.95E+o7 5.13E+o4 0.0080 0.0000 0.0286 0.0001 0.0002 0.0369 2.77E+o7 4.83E+o4 0.0075 0.0000 0.0269 0.0001 0.0002 0.0347

• 2.62E+o7 4.56E+o4 0.0071 0.0000 0.0254 0.0001 0.0002 0.0328 2.25E+o7\\

3.91E+o4 0.0061 0.0000 0.0218 0.0001 0.0002 0.0281 1.93E+o7 3.36E+o4 0.0052 0.0000 0.0187 0.0001 0.0001 0.0241 2.18E+o7 3.80E+o4 0.0059 0.0000 0.0212 0.0001 0.0002 0.0273 1.02E+o7 l.78E+o4 0.0028 0.0000 0.0099 0.0000 0.0001 0.0128 1.39E+o6 2.41E+o3 0.0004 0.0000 0.0013 0.0000 0.0000 0.0017 l.47E+o6 2.56E+o3 0.0004 0.0000 0.0014 0.0000 0.0000 0.0018 6.59E+o5 1.15E+o3 0.0002 0.0000 0.0006 0.0000 0.0000 0.0008 6.97E+05 l.21E+o3 0.0002 0.0000 0.0007 0.0000 0.0000 0.0009 l.71E+o6 2.98E+o3 0.0005 0.0000 0.0017 0.0000 0.0000 0.0021 l.23E+o6 2.13E+o3 0.0003 0.0000 0.0012 0.0000 0.0000 0.0015 9.02E+o5 1.57E+o3 0.0002 0.0000 0.0009 0.0000 0.0000 0.0011 1.19E+o6 2.06E+o3 0.0003 0.0000 0.0011 0.0000 0.0000 0.0015 9.65E+o5

!.68E+o3 0.0003 0.0000 0.0009 0.0000 0.0000 0.0012 8.73E+o5 l.52E+o3 0.0002 0.0000 0.0008 0.0000 0.0000 0.0011 3.60E+o6 6.27E+o3 0.0010 0.0000 0.0035 0.0000 0.0000 0.0045 2.55E+o7*

4.45E+o4 0.0069 0.0000 0.0248 0.0001 0.0002 0.0319 3.30E+o7 5.74E+o4 0.0089 0.0000 0.0320 0.0001 0.0002 0.0412 3.52E+o7 6.12E+o4 0.0095 0.0000 0.0341 0.0001 0.0003 0.0440 3.60E+07 6.27E+o4 0.0097 0.0000 0.0349 0.0001 0.0003 0.0451 3.97E+o7 6.92E+o4 0.0107 0.0000 0.0385 0.0001 0.0003 0.0497

-4.13E+07 7.18E+o4*

0.0112 0.0000 0.0400 0.0001 0.0003 0.0516 4.13E+07 7.18E+o4 0.0112 0.0000 0.0400 0.0001 0.0003 0.0516 4.37E+o7 7.60E+o4 0.0118 0.0000 0.0423 0.0002 0.0003

• 0.0546 4.69E+o7 8.17E+o4 0.0127.

0.0000 O.Q455 0.0002 0.0003 0.0587 4.17E+o7 7.26E+o4 0.0113

• 0.0000 0.0404 0.0002 0.0003 0.0522 3.97E+o7 6.92E+o4 0.0107 0.0000 0.0385 0.0001 0.0003 0.0497 3.84E+o7 6.69E+o4 0.0104 0.0000 0.0373 0.0001 0.0003 0.0481 4.32E+o7 7.53E+o4 0.0117 0.0000 0.0419 0.0002 0.0003 0.0541 4.13E+o7 7.18E+o4 0.0112

• 0.0000 0.0400 0.0001 0.0003 0.0516 3.71E+o7

• 6.46E+o4 0.0100 0.0000 0.0360 0.0001 0.0003.

0.0464 3.25E+07 5.66E+04 0.0088 0.0000 0.0315 0.0001 0.0002 0.0407 3.93E+o7 6.84E+o4 0.0106 0.0000 0.0381 0.0001 0.0003 0.0491 4.72E+o7 8.21E+o4 0.0127 0.0000 0.0457 0.0002 0.0003 0.0590 4.00E+07 6.96E+04 0.0108 0.0000 0.0387 0.0001 0.0003 0.0500 4.52E+o7 7.87E+04 0.0122 0.0000 0.0438 0.0002 0.0003 0.0565 4.48E+o7 7.79E+o4 0.0121 0.0000 0.0434 0.0002 0.0003 0.0560

_J

FRSRELEASERECORD

'.A.UXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

. Gross Pipe Section Sump Gamma Acth;ity, foCi/m2)

Section S2 to Sumo B Position 72 OB 1.89E+o8 Section S2 to Sump B Position 73 OB I.78E+o8 Section S2 to Sumo B Position 74 OB l.55E+o8 Section S2 to Sumo B Position 75 OB l.73E+o8 Section S2 to Sumo B Position 76 OB l.70E+o8 Section S2 to Sumo B Position 77 OB I.83E+o8 Section S2 to Sump 8 Position 78 OB 2.13E+08 Section S2 to Sumo B Position 79 OB l.85E+08*

Section S2 to Sumo 8 Position 80 OB 1.44E+o8 Section S2 to Sump B Position 81 OB 1.40E+o8 Section S2 to Sumo 8 Position 82 OB I.61E+o8 Section S2 to Sumo B Position 83 OB l.61E+o8 Section S2 to Sumo B Position 84 OB I.61E+o8 Section S2 to Sumo B Position 85 OB l.83E+o8 Section S2 to Sumo B Position 86 OB 2.09E+o8 Section S2 to Sump' B Position 87

• OB 1.93E+o8 Section S2 to Sumo B Position 88 OB l.55E+o8 Section S2 to Sumo B Position 89 OB 1.40E+o8 Section S2 to Sumo B Position 90

• OB 1.36E+o8 Section S2 to Sump B Position 91 OB 1.13E+o8 Section S2 to Sumo B Position 92 OB l.16E+o8 Section S2 to Sumo B Position 93 OB l.27E+o8 Section S2 to Sumo B Position 94 OB l.21E+o8 Section S2 to' Sumo B Position 95 OB l.58E+o8 Section S2 to Sumo B Position 96 OB 1.56E+08 Section S2 to Sumo B Position 97 OB 1.73E+08 Section S2 to Sump B Position 98 OB l.58E+o8 Section S2 to Sump B Position 99 OB l.67E+o8 Section S2 to Sump B Position 100 OB' l.68E+o8 Section S2 to Sumo B Position 10 I OB l.53E+08 Section S2 to Sump B Position 102 OB l.06E+08 Section S2 to Sumo B Position 103 OB 5.31E+o7 Section S2 to Sumo B Position 104 OB 4.83E+o7 Section S2 to Sump B Position I 05 OB 5.06E+07 Section S2 to Sumo B Position 106 OB 4.SOE+o7 Section S2 to Sumo.a Position 107 OB

• 5.19E+o7 Section S2 to Sumo B Position I 08 OB 4.63E+o7 Section S2 to Sumo B Position I 09 OB 5.07E+o7 Section S2 to Sumo B Position 110 OB 8.40E+o7 Section S2 to Sumo B Position 11 I OB l.06E+o8 Section S2 to Sump B Position 112 OB 7.23E+o7 Section -S2 to Sumo B Position 1 I 3 OB 4.96E+o7 Section S2 to Sumo B Position 114 OB 7.94E+o7 Mixture U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD Co-60 Cs-134 i::s-137 Cone.

Cone.

Cone.

(oCi/m'l foCi/m2)

(oCi/m'l 8.18E+o7 O.OOE+-00 l.07E+o8 7.70E+o7 O.OOE+OO 1.0IE+-08 6.71E+o7 0.00E+-00 8.79E+o7 7.49E+o7 0.00E+-00 9.81E+07 7.36E+07 0.00E+-00 9.64E+07 7.92E+o7 O.OOE+OO 1.04E+08 9.22E+07 0.00E+-00 l.21E+08 8.00E+-07 O.OOE+-00 1.05E+08 6.23E+o7 0.00E+oO 8.17E+o7 6.06E+o7 0.00E+oO 7.94E+o7 6.97E+o7 O.OOE+oO 9.13E+o7 6.97E+o7 O.OOE+-00 9.13E+o7 6.97E+o7 O.OOE+OO 9.13E+o7 7.92E+o7 0.00E+-00 1.04E+08 9.04E+o7 O.OOE+oO 1.19E+o8 8.35E+o7 O.OOE+oO 1.09E+o8 6.71E+o7 0.00E+oO 8.79E+o7 6.06E+o7 O.OOE+OO 7.94E+o7 5.88E+o7 0.00E+oO 7.72E+o7 4.89E+o7 0.00E+oO 6.41E+07 5.02E+o7 0.00E+oO 6.58E+o7 5.SOE+-07 0.00E+oO 7.20E+o7 5.24E+07 0.00E+oO 6.86E+o7 6.84E+07 0.00E+oO 8.96E+07 6.75E+07 0.00E+oO 8.85E+07 7.49E+o7 0.00E+oO 9.81E+07 6.84E+o7 O.OOE+OO 8.96E+07 7.23E+o7 O.OOE+oO 9.47E+o7 7.27E+o7 O.OOE+oO 9.53E+07 6.62E+o7 0.00E+oO 8.68E+o7 4.59E+o7

. 0.00E+-00 6.0IE+07 2.30E+o7 0.00E+-00 3.0IE+-07 2.09E+o7 O.OOE+oO 2.74E+07 2.19E+o7 O.OOE+OO 2.87E+07 l.95E+o7 0.00E+OO 2.55E+07 2.25E+o7 O.OOE+oO 2.94E+o7 2.00E+o7 0.00E+OO 2.63E+o7 2.19E+o7 0.00E+oO 2.88E+o7 3.63E+o7 0.00E+oO 4.77E+07 4.59E+o7 O.OOE+oO 6.0IE+07 3.13E+o7 O.OOE+oO 4.IOE+07 2.15E+o7. O.OOE+-00 2.81E+o7 3.44E+o7 O.OOE+-00 4.SOE+07

[92]

~

ZIONSOLUTIONS!ii

M--

Ni-63 Sr-90 c.

Cone.

Cone.

Co-60

• Cs-134 Cs-137.

Ni-63

• Sr-90 SOF SOF SOF

'SOF SOF SOF foCilm'l (oCi/m2) 4.13E+o7 7.18E+o4 0.0112 0.0000 0.0400 0.0001 0.0003 0.0516 3.89E+o7 6.77E+o4 0.0105 0.0000 0.0377 0.0001 0.0003 0.0486 3.38E+o7 5.89E+o4 0.0091 0.0000 0.0328 0.0001 0.0002 0.0423 3.78E+o7 6.58E+o4 0.0102 0.0000 0.0366 0.0001 0.0003 0.0472 3.71E+o7 6.46E+04 0.0100 0.0000 0.0360 0.0001 0.0003 0.0464 4.00E+-07 6.96E+o4 0.0108 0.0000 0.0387 0.0001 0.0003 0.0500 4.65E+07 8.10E+04 0.0126 0.0000

. 0.0451 0.0002 0.0003 0.0582 4.04E+o7 7.03E+o4 0.0109 0.0000 0.0392 0.0001 0.0003 0.0505 3.14E+07 5.47E+o4 0.0085 0.0000 0.0305 0.0001 0.0002 0.0393 3.06E+o7 5.32E+o4 0.0083 0.0000 0.0296 0.0001 0.0002 0.0382 3.52E+o7 6.12E+o4 0.0095 0.0000 0.0341 0.0001 0.0003 0.0440 3.52E+o7 6.12E+o4 0.0095 0.0000 0.0341 0.0001 0.0003 0.0440 3.52E+07 6.12E+o4 0.0095 0.0000 0.0341 0.0001 0.0003 0.0440 4.00E+07 6.96E+o4 0.0108 0.0000

. 0.0387 0.0001 0.0003 0.0500.

4.56E+07 7.94E+o4 0.0123 0.0000

. 0.0442 0.0002 0.0003 0.0571 4.21E+o7 7.34E+o4 0.0114 0.0000 0.0408 0.0002 0.0003 0.0527 3.38E+o7 5.89E+o4 0.0091 0.0000 0.0328 0.0001 0.0002 0.0423 3.06E+o7 5.32E+o4 0.0083 0.0000 0.0296 0.0001 0.0002 0.0382 2.97E+o7 5.17E+o4 0.0080 0.0000 0.0288 0.0001 0.0002

• 0.0311 2.47E+o7 4.30E+o4 0.0067 0.0000 0.0239 0.0001 0.0002 0.0309 2.53E+o7 4.41E+o4 0.0068 0.0000 0.0246 0.0001 0.0002 0.0317 2.77E+o7 4.83E+o4 0.0075 0.0000 0.0269 0.0001 0.0002 0.0347 2.64E+-07 4.60E+o4 0.0071 0.0000 0.0256 0.0001 0.0002 0.0330 3.45E+07 6.0IE+o4 0.0093 0.0000 0.0334 0.0001 0.0002 0.0431 3.41E+07 5.93E+o4 0.0092 0.0000 0.0330 0.0001 0.0002 0.0426

'3.78E+o7 6.58E+o4 0.0102 0.0000 0.0366 0.0001 0.0003 0.0472 3.45E+o7 6.0IE+04 0.0093 0.0000 0.0334 0.0001 0.0002 0.0431 3.65E+o7 6.35E+o4 0.0099 0.0000 0.0353 0.0001 0.0003 0.0456 3.67E+07 6.39E+o4 0.0099 0.0000 0.0356 0.0001 0.0003 0.0459 3.34E+o7 5.82E+o4 0.0090 0.0000 0.0324 0.0001 0.0002 0.0418 2.31E+07 4.03E+o4 0.0063 0.0000 0.0224 0.0001 0.0002 0.0289 1.16E+o7 2.02E+o4 0.0031 0.0000 0.0112 0.0000 0.0001 0.0145

'1.05E+07 l.84E+o4 0.0029 0.0000 0.0102 0.0000 0.0001 0.0132 l.IOE+07 1.92E+-04 0.0030 0.0000 0.0107 0.0000 0.0001 0.0138 9.83E+o6 1.71E+04 0.0027 0.0000 0.0095 0.0000 0.0001 0.0123 1.13E+o7 1.97E+04 0.0031 0.0000 0.0110 0.0000 0.0001 0.0142 l.OIE+-07 1.76E+o4 0.0027 0.0000 0.0098 0.0000 0.0001 0.0126 l.llE+-07 l.93E+o4 0.0030 0.0000 0.0107 0.0000 0.0001 0.0138 1.83E+o7 3.19E+o4 0.0050 0.0000 0.0178 0.0001 0.0001 0.0229 2.31E+o7 4.03E+o4 0.0063 0.0000 0.0224 0.0001 0.0002 0.0289 1.58E+o7 2.75E+o4 0.0043 0.0000 0.0153 0.0001 0.0001 0.0197 l.08E+o7 1.89E+-04 0.0029 0.0000 0.0105 0.0000 0.0001 0.0135 1.73E+07 3.02E+o4 0.0047 0.0000 0.0168 0.0001 0.0001 0.0217

I FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A f",; ,'; "i *:.'x, '_;;.:<'

'l:.;;:Gross,

{p~.~f

cti~n*.

sump*

~ Gainmil 0

• 'Activity';;

t ;',>;

'4 /d. ~-

(n(;i/ml'\\*

Section S2 to Swnp B Position 115 OB 7.03E+07 Section S2 to Sumo B Position 116 OB 8.16E+o7 Section 82 to Sumo B Position 117 OB 6.21E+o7 Section 82 to Sumo B Position 11*s OB 6.22E+07 Section S2 to Swno 8 Position 119 OB 3.73E+o7 Section S2 to Sump B Position 120 OB 3.l IE+o7 Section S2 to Sumo B Position 121 OB 3.42E+07 SeCtion 82 to Sumo B Position 122 OB 2.96E+07 Section S2 to Sumo B Position 123 OB 3.09E+07 Section S2 to Swnp B Position 124 OB 3.20E+o7 Section S2 to Sumo B Position J 2S OB 3.55E+o7 Section S2 to Sump B Position 126 OB 5.43E+07 Section T6 to F4 Position Zero OB l.36E+o8 Section T6 to T4 Position 1 OB 9.68E+o7 Section T6 to T4 Position 2 OB 4.37E+07 Section T6 to T4 Position 3 OB 4.23E+o7 Section T6 to T4 Position 4 OB 4.72E+07 Section T6 to T4 Position S OB l.32E+o8 Section T6 to T4 Position 6 OB 2.31E+o8 Section T6 to T4 Position 7 OB 5.49E+o7 Section T6 to T4 Position 8 OB 3.34E+o7 Section T6'to T4 Position 9 OB 2.65E+07 Section T6 to T4 Position 10 OB l.77E+o7 Section TS to Main Hdr Position Zero OB l.07E+o8 Section T5 to Main Hdr Position 1 OB l.21E+o8 Section T5 to Main Hdr Position 2 OB 2.50E+o8 Section TS to Main Hdr Position 3 OB 2.93E+o8 Section TS to Main Hdr Position 4 OB 7.90E+o7 Section TS to Main Hdr Position 5 OB 4.39E+07 Section TS to Main Hdr Position 6 OB 2.13E+07 Section TS to Main Hdr Position 7 OB 4.63E+o7 Section TS to Main Hdr Position 8 OB l.98E+o7 Section T4 to T3 Position 0 OB l.07E+o8 Section T4 to T3 Position I OB 1.27E+o8 Section T4 to T3 Position 2 OB 8.47E+o7 Section T4 to T3 Position 3 OB 8.59E+o7 Section T4 to T3 Position 4, OB 1.17E+o8 Section T4 to T3 Position 5 OB l.IOE+o8 Section T4 to T3 Position 6 OB 8.04E+o7 Section T4 to T3 Position 7

• OB 1.06E+o8 Section T4 to T3 Position *s OB l.56E+o8 Section T4 to T3 Position 9 OB 9.93E+07 Section T4 to T3 'Position 10 OB l.28E+o8

'/} ft ;;:e:;,;60' cs:134 Mixll!'e

, C!mc:,;

<::ope::;,

'j,'O

<ilc:if.nl1.-

,,.11;;;2\\

U2FD 3.04E+o7 O.OOE+DO U2FD 3.53E+o7 0.00E+DO U2FD 2.69E+o7' O.OOE+DO U2FD 2.69E+o7 0.00E+OO U2FD 1.61E+D7 O.OOE+DO U2FD l.35E+D7 0.00E+DO U2FD 1.48E+o7 O.OOE+DO U2FD l.28E+o7 O.OOE+OO U2FD l.34E+o7 O.OOE+DO U2FD l.38E+D7 O.OOE+DO U2FD l.54E+o7 0.00E+DO U2FD 2.35E+D7 O.OOE+OO U2FD 5.87E+o7 O.OOE+DO U2FD 4.19E+o7 0.00E+DO U2FD 1.89E+o7 O.OOE+DO U2FD l.83E+o7 0.00E+DO

'U2FD 2.04E+o7 0.00E+DO U2FD 5.69E+o7 O.OOE+DO U2FD l.OOE+o8 0.00E+DO U2FD 2.38E+o7 0.00E+oO U2FD 1.44E+o7 O.OOE+DO U2FD 1.15E+o7 0.00E+DO U2FD 7.64E+06 O.OOE+DO U2FD 4.64E+o7 O.OOE+DO U2FD 5.26E+o7 O.OOE+DO U2FD 1.08E+D8 O.OOE+OO U2FD l.27E+08 0.00E+oO U2FD 3.42E+-07 O.OOE+DO U2FD 1.90E+o7 O.OOE+DO U2FD 9.23E+o6 0.00E+OO U2FD 2.0IE+o7 0.00E+OO U2FD 8.57E+o6 0.00E+OO U2FD 4.64E+D7 O.OOE+OO U2FD 5.48E+o7 O.OOE+DO U2FD 3.66E+o7 O.OOE+DO U2FD 3.72E+o7 0.00E+DO U2FD 5.08E+o7 O.OOE+OO U2FD 4.78E+o7 O.OOE+DO U2FD 3.48E+o7 O.OOE+OO U2FD 4.59E+o7.

O.OOE+OO U2FD 6.74E+o7 O.OOE+OO U2FD 4.30E+o7 O.OOE+DO U2FD 5.53E+o7 0.00E+DO

[93]

-~

ZIONSOLUTIONSuc

M--.

Cs0J;3J?;

Ni,63'

.%}~:~::* *:;*{t~:;,

f,',:: ;

\\i~J{

cone

• :

Cone.*'

_'; 1J~~~:1 i;_;3:,-i.;Ni-63:

CSQFY:t

• ',SOjl* 1, Sf)F.:

(pc:v.n~

(~c:i!O:ti +

• • -~

.,(pCi/m'.)....

3.99E+07 l.54E+o7 2.67E+o4 0.0041 0.0000 0.0149 0.0001 0.0001 0.0192 4.63E+07 l.78E+07 3.IOE+o4 0.0048 o.Oooo 0.0173' 0.0001 0.0001 0.0223 3.52E+o7 1.36E+o7 2.36E+o4 0.0037 0.0000 0.0131 0.0000 0.0001 0.0170 3.53E+07 l.36E+o7 2.36E+D4 0.0037 0.0000 0.0132 0.0000 0.0001 0.0170 2.12E+07 8.15E+06 l.42E+o4 0.0022 0.0000 0.0079 0.0000 0.0001 0.0102 l.76E+07 6.79E+o6 1.18E+o4 0.0018 0.0000 0.0066 0.0000 0.0000 0.0085 l.94E+07 7.47E+o6 1.30E+o4 0.0020 0.0000 0.0072 0.0000 0.0001 0.0093 l.68E+07 6.46E+o6 1.13E+o4 0.0017 0.0000 0.0063 0.0000 0.0000 0.0081 l.75E+07 6.75E+06 I.I 7E+o4 0.0018 0.0000 0.0065 '

0.0000 0.0000 0.0084 l.82E+07 6.99E+o6 l.22E+o4 0.0019 0.0000 0.0068 0.0000 0.0001 0.0087 2.0IE+07 7.75E+o6 l.35E+o4 0.0021 0.0000 0.0075 0.0000 0.0001 0.0097 3.08E+07 1.19E+o7 2.06E+o4 0.0032 0.0000 0.0115 0.0000 0.0001 0.0148 7.70E+07 2.96E+o7 5.16E+o4 0.0080 0.0000 0.0287 0.0001 0.0002 0.0371 5.49E+07 2.l IE+o7 3.68E+o4 0.0057 0.0000 0.0205 0.0001 0.0002 0.0264 2.48E+07 9.54E+o6 l.66E+o4 0.0026 0.0000 0.0092 0.0000 0.0001 0.0119 2.40E+07 9.23E+06 1.61E+o4 0.0025 0.0000 0.0089 0.0000 0.0001 0.0115 2.68E+07 l.03E+D7 l.79E+D4 0.0028 0.0000 0.0100 0.0000 0.0001 0.0129 7.47E+07 2.87E+o7 5.00E+o4 0.0078 0.0000 0.0279 0.0001 0.0002 0.0359 l.31E+08 5.05E+07 8.79E+04 0.0136 0.0000 0.0489 0.0002 0.0004 0.0631 3.1 IE+07 1.20E+07 2.09E+D4 0.0032 0.0000 0.0116 0.0000 0.0001 0.0150 l.89E+o7 7.29E+o6 l.27E+D4 0.0020 0.0000 '

0.0071 0;0000 0.0001 0.0091 l.50E+07 5.78E+06 l.OIE+o4 0.0016 0.0000 0.0056 0.0000 0.0000 0.0072 1.00E+07 3.86E+o6 6.71E+03 0.0010 0.0000 0.0037 0.0000 0.0000 0.0048 6.09E+07 2.34E+07 4.08E+D4 0.0063 0.0000 0.0227 0.0001

. 0.0002 0.0293 6.89E+07 2.65E+o7 4.62E+o4 0.0072 0.0000 0.0257 0.0001 0.0002 0.0332 l.42E+08 5.45E+o7 9.49E+o4 0.0147 0.0000 0.0529 0.0002 0.0004 0.0682 l.66E+08 6.39E+o7 I.I IE+o5 0.0173 0.0000 0.0619 0.0002 0.0005 0.0799 4.48E+07 1.72E+07 3.00E+04 0.0047 0.0000 0.0167 0.0001 0.0001 0.0216 2.49E+D7 9.59E+o6 1.67E+D4 0.0026 0.0000 0.0093 0.0000 0.0001 0.0120

• l.21E+07' 4.66E+o6 8.l IE+03 0.0013 0.0000 0.0045 0.0000 0.0000 0.0058 2.63E+07 1.0IE+07 1.76E+04 0.0027 0.0000 0.0098 0.0000 0.0001 0.0127 1.12E+07 4.33E+06 7.53E+03 0.0012 0.0000 0.0042 0.0000 0.0000 0.0054 6.09E+07 2.34E+o7 4.08E+o4 0.0063 0.0000 0.0227 0.0001 0.0002 0.0293 7.18E+o7 2.76E+o7 4.81E+D4 0.0075 0.0000 0.0268 0.0001 0.0002 0.0346 4.80E+07 l.85E+07 3.22E+D4 0.0050 0.0000 0.0179 0.0001 0.0001 0.0231 4.87E+07 1.88E+o7 3.27E+04 0.0051 0.0000 0.0182

'0.0001 0.0001 0.0235 6.66E+07 2.56E+o7 4.46E+o4 0.0069 0.0000 0.0248 0.0001 0.0002 0.0320 6.27E+07 2.41E+o7 4.20E+o4 0.0065 0.0000 0.0234 0.0001 0.0002 0.0302 4.56E+07 1.75E+D7 3.05E+04 0.0047 0.0000 0.0170 0.0001 0.0001 0.0219 6.02E+o7 2.32E+o7 4.03E+o4

• 0.0063 0.0000 0.0225 0.0001 0.0002 0.0290 8.84E+o7 3.40E+07 5.92E+04 0.0092 0.0000 0.0330 0.0001 0.0002 0.0425 5.64E+07 2.17E+o7 3.78E+o4 0.0059 0.0000 0.0210 0.0001 0.0002 0.0271 7.25E+07 2.79E+D7 4.86E+o4 0.0075 0.0000 0.0270 0.0001 0.0002 0.0349

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross Gamma Pipe Section Swnp

Activity, Mixture

.. *(oCi/m2l.

• Section T4 to T3 Position 11 OB 8.73E+-07 U2FD Section T4 to T3 Position 12 OB 1.21E+-08 U2FD Section T4 to T3 Position 13 OB l.47E+-08 U2FD Section T4 to T3 Position 14 OB l.28E+-08 U2FD Section T4 to T3 Position 15 OB 9.87E+07 U2FD Section T4 to T3 Position 16 OB 1.44E+-08 U2FD Section T4 to T3 Position t 7 OB 2.07E+-08 U2FD Section T4 to T3 Position 18 OB l.99E+-08 U2FD Section T4 to T3 Position 19 OB l.40E+-08 U2FD Section T4 to T3 Position 20 OB l.46E+08 U2FD Section T4 to T3 Position 21 OB l.96E+-08

• u2FD Section T4 to T3 Position 22 OB l.83E+-08 U2FD Section T4 to T3 Position 23 OB l.39E+-08 U2FD Section T4 to T3 Position 24 OB l.02E+08 U2FD Section T4 to T3 Position 25 OB 7.71E+-07 U2FD Section T4 to T3 Position 26 OB 7.IOE+-07 U2FD Section T4 to T3 Position 27 OB 7.26E+07 U2FD Section T4 to T3 Position 28 OB 9.45E+-07 U2FD Section T4 to T3 Position 29 OB 8.60E+-07 U2FD Section T4 to T3 Position 30 OB 1.27E+-08 U2FD Sectiori T4 to T3 Position 31 OB l.40E+-08 U2FD Section T4 to T3 Position 32 OB l.56E+-08 U2FD Section T4 to T3 Position 33 OB I.98E+-08 U2FD*

Section T4 to T3 Position 34 OB 2.21E+-08 U2FD Section T4 to T3 Position 35 OB 1.76E+-07 U2FD Section T4 to T3 Position 36 OB 9.03E+-06 U2FD Section T4 to T3 Position 37 OB 8.91E+-06 U2FD Section T4 to T3 Position 38 08 7.73E+-06 U2FD.

Section T4 to T3 Position 39 OB 9.19E+-06 U2FD Section T3 to Tl Position Zero OB 5.55E+-08 U2FD Section T3 to Tl Position 1 OB 4.85E+-08 U2FD Section T3 to TI Position 2 OB 5.34E+-08 U2FD*

Section T3 to TI Position 3 08 5.70E+-08 U2FD

• Section T3 to TI Position 4 OB 5.67E+-08 U2FD Section T3 to TI Position 5 OB 4.89E+-08 U2FD Section T3 to Tl Position 6

• OB 4.46E+-08 U2FD Section T3*to Tl Position 7 OB 5.l 7E+-08 U2FD Section T3 to TI Position 8 OB 5.56E+-08 U2FD Section T3 to TI Position 9 OB 3.99E+08 U2FD Section T3 to Tl Position 10 OB 3.40E+-08 U2FD Section T3 to Tl Position 11 OB 3.72E+-08 U2FD Section T3 to Tl Position 12 OB 3.28E+08 U2FD Section T3 to Tl Position 13 OB 3.53E+-08 U2FD Co-60 Cs-i34 Cs-137 Cone:

Cone.

Cone.

(oCi/m2l loCi/m2l foCi/mi\\

3.78E+-07 0.00E+-00 4.95E+07 5.23E+-07 0.00E+-00 6.86E+-07 6.34E+-07 0.00E+-00 8.32E+-07 5.56E+-07 0.00E+-00 7.28E+07 4.27E+-07 O.OOE+-00 5.60E+07 6.23E+-07 O.OOE+OO 8.16E+-07 8.95E+-07 0.00E+-00 I.I 7E+-08 8.62E+-07 O.OOE+-00 1.13E+-08 6.04E+-07 0.00E+-00 7.92E+07 6.33E+-07 O.OOE+-00 8.31E+07 8.48E+-07 O.OOE+-00 l.llE+08 7.91E+-07 0.00E+-00 1.04E+-08 6.03E+-07 0.00E+-00 7.90E+-07 4.40E+-07 0.00E+-00 5.77E+07 3.34E+-07 0.00E+-00 4.37E+07 3.07E+-07 O.OOE+-00 4.03E+-07 3.14E+-07 O.OOE+-00 4.12E+07 4.09E+07 O.OOE+-00 5.36E+07 3.72E+-07 0.00E+-00 4.88E+07 5.50E+-07 O.OOE+-00 7.21E+-07 6.07E+-07 0.00E+-00

.7.96E+-07 6.74E+07 O.OOE+-00 8.84E+-07 8.56E+-07 0.00E+-00 1.12E+-08 9.56E+07 O.OOE+-00 I.25E+-08 7.61E+06 0.00E+-00 9.98E+-06 3.91E+-06 O.OOE+-00 5.12E+06 3.85E+06 0.00E+-00 5.05E+-06 3.34E+-06 O.OOE+-00 4.38E+-06 3.98E+-06 O.OOE+-00 5.21E+06 2.40E+08

• O.OOE+-00 3.15E+-08 2.lOE+08 O.OOE+-00 2.75E+08 2.3 IE+-08 O.OOE+-00 3.03E+-08 2.47E+08 O.OOE+-00 3.24E+-08 2.45E+-08 0.00E+-00 3.22E+08 2.12E+-08 O.OOE+-00 2.77E+08 l.93E+-08 0.00E+-00 2.53E+-08 2.24E+08 0.00E+-00 2.93E+08 2.41E+-08 O.OOE+-00 3.15E+-08 1.73E+-08 O.OOE+-00 2.26E+08 l.47E+-08 O.OOE+-00 1.93E+08 1.61E+-08 O.OOE+-00 2.l IE+-08 l.42E+-08 O.OOE+-00 l.86E+-08 l.53E+-08 O.OOE+-00 2.00E+08

[94].

~

=ZlONSOLUTIONSuc-M---.

Ni-63' Sr-90 Co-60 Cs-134 Cs-137 Ni-63 Sr-90 Cone.

Cone.

SOF SOF

,SOF SOF SOF SOF*

ioCilm'l (oCi/m2l' l.91E+-07 3.32E+04

.0.0052 0.0000 0.0185 0.0001 0.0001 0.0238 2.64E+-07 4.60E+-04 0.0071 0.0000 0.0256 0.0001 0.0002 0.0330 3.20E+-07 5.57E+-04 0.0087 0.0000 0.0310 0.0001 0.0002 0.0400 2.80E+-07 4.88E+-04 0.0076 0.0000 0.0272 0.0001 0.0002 0.0351 2.16E+-07 3.75E+-04 0.0058 0.0000 0.0209 0.0001 0.0002 0.0270 3.14E+-07 5.47E+04 0.0085 0.0000 0.0305 0.0001 0.0002 0.0393 4.52E+-07 7.86E+-04 0.0122 0.0000 0.0438 0.0002 0.0003 0.0565 4.35E+-07 7.58E+-04 0.0118 0.0000 0.0422 0.0002 0.0003 0.0544 3.05E+-07 5.31E+-04 0.0082 0.0000 0.0296 0.0001 0.0002 0.0381 3.20E+-07 5.56E+-04 0.0086 0.0000 0.0310 0.0001 0.0002 0.0400 4.28E+-07 7.45E+-04 0.0116 0.0000 0.0415 0.0002 0.0003 0.0535 3.99E+-07 6.94E+-04 0.0108 0.0000 0.0387 0.0001 0.0003 0.0499 3.04E+07 5.30E+-04 0.0082 0.0000 0.0295 0.0001 0.0002 0.0380 2.22E+-07 3.87E+-04 0.0060 0.0000 0.0215 0.0001 0.0002 0.0278 1.68E+-07 2.93E+-04 0.0046 0.0000 0.0163 0.0001 0.0001 0.0211 I.55E+-07 2.70E+-04 0.0042 0.0000 0.0150 0.0001 0.0001 0.0194 I.59E+-07 2.76E+-04 0.0043 0.0000 0.0154 0.0001 0.0001 0.0198 2.06E+07 3.59E+-04 0.0056 0.0000 0.0200 0.0001 0.0001 0.0258 l.88E+-07 3.27E+-04 0.0051 0.0000 0.0182 0.0001 0.0001 0.0235 2.78E+-07 4.83E+-04 0.0075 0.0000 0.0269 0.0001 0.0002 0.0347 3.07E+-07 5.34E+-04 0.0083 0.0000 0.0297 0.0001 0.0002 0.0383 3.40E+-07 5.92E+-04 0.0092 0.0000 0.0330 0.0001 0.0002 0.0426 4.32E+-07 7.52E+-04 0.0117 0.0000 0.0419 0.0002 0.0003 0.0540 4.83E+-07 8.40E+-04 0.0130 0.0000 0.0468 0.0002 0.0003 0.0603 3.84E+-06 6.69E+-03 0.0010 0.0000 0.0037 0.0000 0.0000 0.0048 1.97E+-06 3.43E+-03

. 0.0005 0.0000 0.0019 0.0000 0.0000 0.0025 l.95E+-06 3.39E+-03 0.0005 0.0000 0.0019 0.0000 0.0000 0.0024 1.69E+-06 2.94E+03 0.0005 0.0000 0.0016 0.0000 0.0000 0.0021 2.0IE+06 3.49E+-03

,0,0005 0.0000 0.0019 0.0000 0.0000 0.0025 1.21E+-08 2.l IE+-05 0.0328 0.0000 0.1175 0.0004 0.0009 0.1516 1.06E+-08 1.84E+-05

.0.0286 0.0000 0.1026 0.0004 0.0008 0.1324 I.I 7E+-08 2.03E+-05 0.0315 0.0000 0.1131 0.0004 0.0008 0:1459 l.25E+-08 2.17E+-05 0.0337 0.0000 0.1207 0.0004 0.0009 0.1557 1.24E+-08 2.15E+-05 0.0335 0.0000 0.1200 0.0004 0.0009 0.1548 l.07E+-08 l.86E+-05 0.0289 0.0000 0.1035 0.0004 0.0008 0.1335 9.73E+-07 l.69E+-05 0.0263 0.0000 0.0944 0.0004 0.0007 0.1217 1.13E+08 1.96E+-05 0.0305 0.0000 0.1094 0.0004 0.0008 0.1411 l.21E+-08 2.l IE+-05 0.0328 0.0000 0.1177 0.0004 0.0009 0.1518 8.71E+-07 l.52E+05 0.0236 0.0000 0.0845 0.0003 0.0006

• 0.1090 7.43E+-07 1.29E+-05 0.0201 0.0000 0.0721 0.0003 0.0005 0.0930 8.12E+-07 l.4 lE+-05 0.0219 0.0000 0.0787 0.0003 0.0006 0.1015 7.16E+-07 1.25E+-05 0.0193 0.0000 0.0694 0.0003 0.0005 0.0895 7.71E+-07 l.34E+-05 0.0208 0.0000 0.0747 0.0003 0.0006 0.0964

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A I*: *z<

./

':' 1;;:y 1:~u~;;

1; Gross::;

In::...~ co'... -.. :-:..

• G'!llln;**:

1*~: *;.*

.* c.*.* :.:..

Activity:*

• :£........

I*

> *~

• foCi/m2l:

Section T3 to Tl Position 14 OB 2.54E+-08 Section T3 to Tl Position 15 OB 3.42E+-08 Section T3 to Tl Position f 6 OB' 2.68E+08 Section T3 to Tl Position 17 OB 2.79E+-08 Section T3 to Tl Position 18 OB 3.56E+-08 Section T3 to Tl Position 19 OB 2.58E+-08 Sectiori T3 to Tl Position 20 OB 2.30E+-08 Section T3 to Tl Position 21 OB l.80E+-08 Section T3 to Tl Position 22 OB 1.95E+-08 Section T3 to Tl Position 23 OB l.83E+08 Section T3 to Tl Position 24 OB 1.80E+08 Section T3 to Tl Position 2~

OB l.69E+-08 Section T3 to Tl Position 26 OB 1.94E+-08 Section T3 to Tl Position 27 OB 2.09E+08 Section T3 to Tl Position 28 OB 1.87E+08 Section T3 to TI Position 29 OB l.46E+-08 Section T3 to Tl Position 30 OB l.60E+-08 Section T3 to Tl Position 3 I OB l.45E+08 Section T3 to Tl Position 32 OB*

l.44E+08 Section T3 to Tl Position 33 OB l.73E+-08 Section T3 to Tl Position 34 OB 2.16E+-08 Section T3 to Tl Position 35 OB l.96E+-08 Section T3 to TI Position 36 OB l.69E+08 Section T3 to Tl Position 37 OB 2.47E+-08 SeCtion T3 to Tl *Position 38 OB 2.27E+-08*

Section T3 to Tl Positioti 39 OB 2.44E+-08' Section T3 to Tl Position 40 OB 2.00E+-08 Section T3 to Tl Position 41 OB L43E+-08 Section T3 to Tl Position 42 OB

'l.41E+-08 Section T3 to Tl Position 43 OB L32E+-08' Section T3 to Tl Position 44 OB L52E+-08.

Section T3 to Tl Position 45 OB l.65E+08 Section T3 to Tl Position 46 OB L55E+-08 Section T3 to Tl Position 4 7 OB 1.41E+-08 Section T3 to Tl Position 48 OB L35E+08 Section T3 to Tl Position 49 OB L79E+-08 Section T3 to Tl Position 50 OB 1.64E+-08 Section T3 to Tl Position 52 OB 3.06E+08 Section T3 to Tl Position 53 OB 2.95E+-08 Section T3 to Tl Position 54 OB l.50E+-08' Section T3 to Tl Position 55 OB 6.87E+-07 Section T3 to Tl Position 56 OB 3.33E+-07 Section T3 to Tl Position 57 OB l.3 IE+08

.;. C0:60

2,

137;

• cs:134 MiXtiire,,:<?'ic::

• • CoiiC'.:, >c~nc: >;,

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U2FD 1.IOE+-08 0.00E+OO 1.44E+08 U2FD I.48E+-08 0.00E+-00 l.94E+08 U2FD Ll6E+-08 0.00E+-00 L52E+08 U2FD L21E+-08 0.00E+-00 L58E+08 U2FD l.54E+-08 O.OOE+-00 2.02E+08 U2FD Ll2E+-08 0.00E+OO 1.47E+08 U2FD 9.97E+-07 O.OOE+-00 L31E+08 U2FD 7.77E+-07 0.00E+-00 1.02E+08 U2FD 8.45E+-07 O.OOE+-00 LI 1E+08 U2FD 7.90E+-07 O.OOE+OO l.04E+08

• U2FD 7.81E+-07 O.OOE+-00 l.02E+08 U2FD 7.32E+-07 0.00E+-00 9.60E+07 U2FD 8.39E+-07 O.OOE+OO I.lOE+08 U2FD 9.03E+-07 O.OOE+-00 1.18E+08 U2FD 8.l IE+-07 O.OOE+-00 l.06E+08 U2FD 6.30E+07 O.OOE+-00 8.26E+-07 U2FD 6.92E+07 O.OOE+-00 9.08E+07 U2FD 6.27E+07 0.00E+-00 8.22E+-07 U2FD 6.24E+-07 O.OOE+-00 8.19E+-07 U2FD 7.47E+-07 O.OOE+-00 9.80E+07 U2FD 9.33E+-07 O.OOE+-00 l.22E+-08 U2FD 8.47E+-07 O.OOE+-00 LI IE+08 U2FD 7.31E+-07 0.00E+-00 9.59E+07 U2FD l.07E+08 O.OOE+-00 l.40E+-08 U2FD 9.82E+-07 O.OOE+-00 L29E+-08 U2FD l.06E+-08 0.00E+-00 L38E+08 U2FD 8.66E+-07 O.OOE+-00 1.14E+08 U2FD 6.18E+07 O.OOE+-00 8.IOE+07 U2FD 6.09E+-07 O.OOE+-00 7.98E+-07 U2FD 5.71E+07 O.OOE+-00 7.49E+-07 U2FD 6.58E+07 O.OOE+-00

'8.62E+07 U2FD 7.12E+-07 0.00E+-00 9.34E+07 U2FD 6.70E+07 O.OOE+-00 8.78E+07 U2FD 6.09E+-07 O.OOE+-00 7.99E+07 U2FD 5.84E+07 O.OOE+-00 7.65E+-07 U2FD 7c75E+07 O.OOE+-00 l.02E+08 U2FD 7.09E+-07 O.OOE+-00 9.30E+07 U2FD 1.33E+08 O.OOE+-00 1.74E+08 U2FD l.27E+-08 0.00E+-00 l.67E+08 U2FD 6.49E+-07 0.00E+-00 8.50E+07 U2FD 2.97E+-07 O.OOE+-00 3.90E+07 U2FD l.44E+-07 0.00E+-00 l.89E+07 U2FD 5.68E+-07 O.OOE+-00 7.45E+07

[95]

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.5.55E+07 9.66E+04 0.0150 0.0000 0.0538 0.0002 0.0004 0.0694 7.47E+-07 L30E+05 0.0202 0.0000 0.0724 0.0003 0.0005

.0.0933 5.85E+07 I.02E+05 0.0158 0.0000 0.0567 0.0002 0.0004 0.0731 6.IOE+-07 I.06E+05 0.0165 0.0000 0.0591 0.0002 0.0004 0.0763 7.78E+07 l.35E+-05 0.0210

. 0.0000 0.0754 0.0003 0.0006 0.0972 5.64E+-07 9.82E+-04 0.0153 0.0000 0.0547 0.0002 0.0004 0.0706 5.03E+07 8.76E+-04 0.0136 0.0000 0.0488 0.0002 0.0004 0.0629 3.92E+-07 6.83E+-04 0.0106 0.0000 0.0380 0.0001 0.0003 0.0490 4.26E+-07 7.42E+-04 0.0115 0.0000 0.0413 0.0002 0.0003 0.0533 3.99E+-07 6.94E+-04 0.0108 0.0000 0.0386 0.0001 0.0003 0.0498 3.94E+-07 6.86E+-04 0.0107 0.0000 0:0382 0.0001 0.0003 0.0493 3.69E+o7. 6.43E+-04 0.0100 0.0000 0.0358 0.0001 0.0003 0.0462 4.23E+-07 7.37E+-04 0.0114 0.0000 0.0410 0.0002 0.0003 0.0529 4.56E+-07 7.93E+-04 0.0123 0.0000 0.0442 0.0002 0.0003 0.0570 4.09E+-07 7.13E+-04 0.0111 0.0000 0.0397 0.0001 0.0003*

0.0512 3.18E+07 5.54E+-04 0.0086 0.0000 0.0308 0.0001 0.0002. 0.0398 3.49E+-07 6.08E+-04 0.0094 0.0000 0.0339 0.0001 0.0003 0.0437 3.16E+-07 5.SOE+-04 0.0085 0.0000 0.0307 0.0001 0.0002 0.0395 3.15E+-07 5.49E+-04 0.0085 0.0000 0.0305 0.0001 0.0002 0.0394 3.77E+-07 6.56E+-04 0.0102 0.0000 0.0365 0.0001 0.0003 0.0471 4.71E+-07 8.20E+-04 0.0127 0.0000 0.0456 0.0002 0.0003 0.0589 4.27E+07 7.44E+04 0.0116 0.0000 0.0414 0.0002 0.0003 0.0534 3.69E+-07 6.43E+04 0.0100 0.0000 0.0358 0.0001 0.0003 0.0462 5.39E+-07 9.38E+-04 0.0146 0.0000 0.0522 0.0002 0.0004 0.0673 4.96E+-07 8.63E+-04 0.0134 0.0000 0.0480 0.0002 0.0004 0.0620 5.32E+07 9.27E+-04 0.0144 0.0000 0.0516 0.0002 0.0004 0.0666 4.37E+-07 7.61E+-04 0.0118 0.0000 0.0424 0.0002 0.0003 0.0547 3.12E+-07 5.43E+-04 0.0084 0.0000 0.0302 0.0001 0.0002 0.0390 3.07E+-07. 5.35E+-04 0.0083 0.0000 0.0298 0.0001 0.0002 0.0384 2.88E+-07 5.02E+04 0.0078 0.0000 0.0279 0.0001 0.0002 0'°360 3.32E+07 5.78E+-04 0.0090 0.0000 0.0322 0.0001 0.0002 0.0415 3.59E+-07 6.26E+-04 0.0097 0.0000 0.0348 0.0001 0.0003 0.0449 3.38E+07 5.88E+-04 0.0091 0.0000 0.0328 0.0001 0.0002 0.0423 3.07E+07 5.35E+-04 0.0083 0.0000 0.0298 0.0001 0.0002 0.0384

, 2.95E+-07 5.13E+-04 0.0080 0.0000 0.0286 0.0001 0.0002 0.0368 3.91E+07 6.81E+-04 0.0106 0.0000 0.0379 0.0001 0.0003 0.0489 3.58E+-07 6.23E+-04 0.0097 0.0000 0.0347 0.0001 0.0003 0.0447 6.69E+-07 1.16E+-05 0.0181 0.0000 0.0648 0.0002 0.0005 0.0836 6.43E+-07 1.12E+-05 0.0174 0.0000 0.0623 0.0002 0.0005 0.0804 3.27E+-07 5.70E+04 0.0088 0.0000 0.0317 0.0001 0.0002 0.0409 L50E+-07 2.61E+-04 0.0041 0.0000 0.0145 0.0001 0.0001 0.0188 7.27E+-06 l.27E+-04 0.0020 0.0000 0.0071 0.0000 0.0001 0.0091 2.87E+-07 4.99E+04 0.0077 0.0000 0.0278 0.0001 0.0002 0.0358

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05 I I 9A Gross Gamma Pipe Section Sump Activity i

(oCilm'l Section T3 to Tl Position 58 OB 5.81E+08 Section T3 to Tl Position 59 OB 1.30E+o7 Section Tl to Sumo B Position 1 OB 7.12E+o7 Sectiori Tl to Sumo B Position 2 OB l.19E+o8 Section Tl to Sump B Position 3 OB 9.67E+o8 Section Tl to Sumo B Position 4 OB 6.94E+o8 Section Tl to Sump B Position 5 OB 2.32E+o8

• Section U2 to U I POsition Zero OB 3.23E+o8 Section U2 to UI ~osition I OB 3.52E+o8 Section U2 to Ul Position 2

• OB 3.48E+08 Section U2 to U I Position 3 OB 3.31E+o8 Section U2 to U 1 Position 4 OB 4.00E+o8 Section U2 to U 1 Position 5 OB 3.52E+o8 Section U2 to Ul Position 6 OB 3.l 1E+o8 Section U2 to U 1 Position 7 OB 2.83E+08 Section U2 to U I Position 8 OB 2.61E+o8 Section U2 to Ul Position 9 OB 2.74E+o8 Section U2 to U I Position 10 OB 2.80E+o8 Section U2 to U I Position 11 OB 2.47E+o8 Section U2 to U I Position 12 OB 2.96E+o8 Section U2 to U I Position 13 OB 2.82E+o8 Section U2 to U 1 Position 14 OB 2.86E+o8 Section U2 to U I Position 15 OB 3.08E+o8 Section U2 to Ul Position 16 OB 3.17E+08 Section U2 to U l Position 17 OB 3.05E+08 Section U2 to Ut Position 18 OB 2.88Et-08 Section U2 to Ul Position 19 OB 2.96E+o8 Section U2 to Ul Position 20 OB 2.82E+o8 Section U2 to Ul Position 21 OB 2.90E+o8 Section U2 to U I Position 22 OB 2.71E+o8 Section U2 to U 1 Position 23 OB 2.89E+o8 Section U2 to Ul Position 24 OB

.3.09E+o8 Section U2 to Ul Position 25 OB 3.IOE+o8

• Section U2 to U l Position 26 OB 3.38E+o8 Section U2 to U l Position 27 OB 3.31E+08 Section U2 to U l Position 28 OB 3.06E+08 Section U2 to Ul Position 29 OB 2.75E+o8 Section U2 to U 1 Position 30 OB 2.61E+o8 Section U2 to Ul Position 31 OB 2.78E+08 Section U2 to Ul Position 32 OB 3.04E+o8 Section U2 to U I Position 33 OB 3.24E+o8 Section U2 to Ul Position 34 OB 3.07E+o8 Section U2 to Ul Position 35 OB

• 2.91E+o8 Mixture U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD UZFD U2FD U2FD U2FD U2FD UZFD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD U2FD C.;:_60 Cs-134 Cs-137 Ni-63 Cone.

Cone.

Cone.

Cone.

foCilm'l

. (oCi/m2l foCi/m2l (oCi/m1l 2.51E+o8 O.OOE+oO 3.29E+08 l.27E+08 5.63E+o6 O.OOE+oO 7.38E+06 2.84E+o6 3.08E+o7 0.00E+oO 4.04E+o7 l.56E+o7 5.15E+o7 0.00E+oO 6.75E+o7 2.6.0E+o7 4.18E+o8 O.OOE+oO 5.49E+08 2.l IE+o8 3.00E+o8 0.00E+oO 3.94E+o8 l.51E+o8 l.OOE+o8 O.OOE+OO l.31E+o8 5.06E+o7 l.40E+o8 0.00E+oO l.83E+o8 7.05E+o7 l.52E+o8 O.OOE+oO l.99E+o8 7.68E+o7 l.51E+08 O.OOE+oO l.98E+08 7.61E+07 1.43E+08 O.OOE+oO 1.88E+08 7.24E+o7 l.73E+o8 O.OOE+oO 2.27E+o8 8.74E+o7 l.52E+o8 0.00E+oO 2.00E+o8 7.69E+o7 l.34E+o8 0.00E+oO l.76E+08 6.78E+o7 l.22E+o8 O.OOE+oO l.60E+08 6.18E+o7 1.13E+08 0.00E+oO l.48E+08 5.71E+o7 I.18E+o8 0.00E+oO l.55E+o8 5.98E+o7 l.21E+o8 O.OOE+oO l.59E+o8 6.l IE+o7 l.07E+o8 O.OOE+oO l.40E+08 5.40E+o7 1.28E+o8 O.OOE+OO l.68E+08 6.45E+07 l.22E+o8 O.OOE+oO*

l.60E+08 6.15E+o7 1.24E+o8 0.00E+oO l.62E+o8 6.24E+o7 l.33E+o8 O.OOE+oO l.75E+o8 6.73E+o7 1.37E+o8 O.OOE+OO 1.80E+o8 6.93E+o7 l.32E+o8 O.OOE+oO l.73E+o8 6.66E+o7 l.24E+o8 O.OOE+oO l.63E+o8 6.28E+o7 l.28E+o8 O.OOE+oO l.68E+o8 6.47E+o7 l.22E+o8 0.00E+OO l.60E+08 6.17E+o7 l.26E+o8*

0.00E+oO 1.65E+o8 6.34E+o7 1.17E+o8 O.OOE+OO 1.54E+08 5.93E+o7 1.25E+o8 0.00E+OO l.64E+o8 6.32E+o7 1.34E+o8 0.00E+OO 1.76E+o8 6.76E+o7 1.34E+o8 O.OOE+oO 1.76E+08 6.77E+o7 l.46E+o8 0.00E+oO l.92E+08 7.39E+o7 I.43E+o8 O.OOE+OO 1.88E+08 7.24E+07 l.32E+o8 0.00E+oO l.74E+o8 6.68E+o7 1.19E+o8 O.OOE+oO l.56E+o8 6.00E+o7 1.13E+o8 O.OOE+oO l.48E+08 5.70E+o7 l.20E+o8 O.OOE+OO 1.58E+08 6.08E+o7 l.32E+o8 O.OOE+oO l.73E+o8 6.64E+o7 1.40E+o8 O.OOE+oO l.84E+o8 7.08E+o7 l.33E+o8 O.OOE+oO 1.74E+o8 6.71E+o7 1.26E+o8 O.OOE+oO l.65E+08 6.36E+o7

[96]

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SOF SOF SOF SOF SOf SOF foCi/in2l' 2.21E+o5 0.0343 0.0000 0.1229 0.0005 0,0009

. 0.1586 4.94E+o3 0.0008 0.0000 0.0028 0.0000 0.0000 0.0036 2.71E+o4 0.0042 0.0000 0.0151 0.0001 0.0001 0.0194 4.53E+o4 0.0070 0.0000 0.0252 0.0001 0.0002 0.0325.

3.68E+05 0.0571 0.0000 0.2047 0.0008 0.0015 0.2641 2.64E+05 0.0409 0.0000 0.1468 0.0005 0.0011 0.1894 8.81E+o4 0.0137 0.0000 0.0491 0.0002 0.0004 0.0633 1.23E+o5 0.0191 0.0000 0.0684 0.0003 0.0005 0.0882 l.34E+o5 0.0208 0.0000 0.0744 0.0003 0.0006 0.0960 l.32E+o5 0.0206 0.0000 0.0738 0.0003 0.0005 O.Q951 l.26E+o5 0.0196 0.0000 O.o?OI 0.0003 0.0005 0.0905 l.52E+o5 0.0236.

0.0000 0.0848 0.0003 0.0006 0.1093 l.34E+o5 0.0208 0.0000 0.0746 0.0003 0.0006 0.0962 1.18E+o5 0.0183 0.0000 0.0657 0.0002 0.0005 0.0848 l.08E+o5 0.0167 0.0000 0.0599 0.0002 0.0004 0.0772 9.93E+o4 0.0154 0.0000 0.0553 0.0002 0.0004 0.0713 l.04E+o5 0.0162 0.0000 0.0579 0.0002 0.0004 0.0747 l.06E+o5 0.0165 0.0000 0.0592 0.0002 0.0004 0.0764 9.39E+04 0.0146 0.0000 0.0523 0.0002 0.0004 0.0675 1.12E+o5 0.0174 0.0000 0.0625 0.0002 0.0005 0.0807 l.07E+05 0.0166 0.0000 0.0596 0.0002 0.0004 0.0769 1.09E+o5 0.0169 0.0000 0.0605 0.0002 0.0005 0.0780 l.17E+o5 0.0182 0.0000 0.0653

0.0002 0.0005 0.0842 1.21E+o5*

0.0187 0.0000 0.0672 0.0002 0.0005 0.0866 l.16E+05 0.0180 0.0000 0.0646 0.0002 0.0005 0.0833 I.09E+o5 0.0170 0.0000 0.0609 0.0002 0.0005 0.0785 l.13E+o5 0.0175 0.0000 0.0627 0.0002 0.0005 0.0808 l.07E+o5 0.0167 0.0000 0.0598 0.0002 0.0004 0.0771 l.IOE+-05 0.0171 0.0000 0.0614 0.0002 0.0005 0.0792 1.03E+05 0.0160 0.0000 0.0574 0.0002 0.0004 0.0741 1.IOE+o5 0.0171 0.0000 0.0612 0.0002 0.0005.

0.0790 1.18E+o5 0.0183 0.0000 0.0655 0.0002 0.0005 0.0845 1.18E+05 0.0183 0.0000 0.0657 0.0002 0.0005 0.0847 l.29E+o5 0.0200 0.0000 0.0716 0.0003 0.0005 0.0924 1.26E+05 0.0196 0.0000 0.0701*

0.0003 0.0005 0.0905 1.16E+o5 0.0181 0.0000 0.0648 0.0002 0.0005 0.0836 l.04E+o5 0.0162 0.0000 0.0581 0.0002 0.0004 0.0750 9.92E+o4 0.0154.

0.0000 0.0552 0.0002 0.0004 0.0713 l.06E+o5 0.0164 0.0000 0.0589 0.0002 0.0004 0.0760 1.16E+o5 0.0179 0.0000 0.0644 0.0002 0.0005 0.0830 l.23E+o5 0.0191 0.0000 0.0686 0.0003 0.0005 0.0885 1.17E+o5 0.0181 0.0000 0.0650 0.0002 0.0005 0.0839 1.11E+o5 0.0172 0.0000 0.0616 0.0002 0.0005 0.0795

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Gross *

, Gamma PipebSection Sump ActivitY lnCi/m'l.

Section U2 to Ul Position 36 OB 3.01E+08 Section U2 to Ul Position 37 OB 2.92E+o8 Section U2 to U I Position 38 OB 3.24E+08 Section U2 to Ul Position 39 OB 3.74E+o8 Section U7 to Ul Position 40 OB 3.88E+o8 Section U2 to U I Position 41 OB 3.65E+08 Section U2 to U I Position 42 OB 3.45E+o8 Section U2 to Ul Position 43 OB 3.I4E+o8 Section U2 to Ul Position 44 OB 2.99E+o8 Section U2 to Ul Position 45 OB 2.92E+o8 Section U2 to Ul Position 46 OB 3.04E+o8 Section U2 to Ul Position 47 OB 2.91E+o8 Section U2 to Ul Position 48 OB 2.95E+08 Section*U2 to Ul Position 49 OB 2.88E+o8 Section U2 to U 1 Position 50 OB 2.83E+o8 Section U2 to Ul Position 51 OB 3.19E+o8 Section U2 to Ul Position 52 OB 3.15E+o8 Section U2 to U I Position 53 OB 3.0IE+-08 Section U2 to U I Position 54 OB 3.31E+o8 Section U2 to U I Position 55 OB 2.81E+08 Section U2 to U I Position 56 OB 3.09E+o8 Section U2 to UI Position 57 OB 2.94E+o8 Section U2 to U I Position 58 OB 2.69E+o8 Section U2 to U t Position 59 OB 3.41E+o8 Section U2 to Ul Position 60 OB 2.46E+08 Section U2 to Ul Position 61 OB 2.54E+o8 Section U2 to Ul Position 62 OB 2.58E+o8 Section U2 to Ut Position 63 OB 3.04E+o8 Section U2 to U 1 Position 64 OB 3.02E+o8 Section U2 to U 1 Position 65 OB 3.63E+o8 Section U2 to U I Position 66 OB 3.78E+o8 Section U2 to U 1 Position 67 OB 2.79E+o8 Section U2 to Ul Position 68 OB 2.SIE+-08 Section U2 to Ul Position 69 OB 2.36E+o8 Section U2 to Ul Position 70 OB 2.32E+o8 Section U2 to Ul Position 71 OB 2.32E+o8 Section U2 to Ul Position 72 OB 2.30E+o8 Section U2 to Ul Position 73 OB 2.73E+o8 Section U2 to Ul Position 74 OB 3.13E+08 Section U2 to Ul Position 75 OB 2.88E+08 Section U2 to Ul Position 76 OB 2.14E+o8 Section U2 to Ul Position 77 OB l.02E+o8 Section U2 to U I Position 78 OB 4.16E+o7 Co-60 Mixture

'Cone.

(pCi/m'l U2FD l.30E+o8 U2FD l.26E+o8 U2FD 1.40E+o8 U2FD l.62E+08 U2FD l.68E+o8 U2FD l.58E+o8 U2FD l.49E+o8 U2FD 1.36E+o8 U2FD l.29E+o8 U2FD l.26E+o8 U2FD l.31E+o8 U2FD I.26E+o8 U2FD 1.28E+o8 U2FD 1.25E+-08 U2FD 1.22E+o8 U2FD l.38E+o8 U2FD l.36E+08 U2FD 1.30E+08 U2FD l.43E+o8 U2FD l.22E+08 U2FD l.34E+08 U2FD 1.27E+o8 U2FD 1.16E+08 U2FD 1.48E+-08 U2FD l.07E+o8 U2FD l.IOE+-08 U2FD l.llE+-08 U2FD l.32E+o8 U2FD 1.31E+-08 U2FD l.57E+o8 U2FD l.63E+o8 U2FD l.21E+08 U2FD l.08E+o8 U2FD 1.02E+o8 U2FD 1.00E+08 U2FD 1.0IE+08 U2FD 9.94E+o7 U2FD 1.18E+o8 U2FD l.36E+o8 U2FD l.24E+o8 U2FD 9.27E+o7 U2FD 4.41E+-07 U2FD 1.80E+o7 Cs-134 Cs-137 Ni-63 Cone.

Cone.

Cone.

(~Cilm 2)-

(pCilm2)

<nCiltn2l 0.00E+-00 l.71E+08 6.58E+o7 O.OOE+-00 1.66E+08 6.37E+o7 0.00E+-00 l.84E+08 7.08E+o7 O.OOE+-00 2.12E+08 8.17E+o7 0.00E+-00 2.20E+08 8.47E+o7 O.OOE+OO 2.07E+08 7.97E+o7 O.OOE+-00 l.96E+08 7.54E+07 0.00E+-00 l.78E+08 6.85E+07 O.OOE+-00 1.69E+08 6.52E+o7 0.00E+-00 I.66E+o8 6.38E+07 0.00E+-00 1.72E+08 6.63E+o7 0.00E+-00 l.65E+o8 6.36E+o7 0.00E+OO l.67E+08 6.44E+o7

. 0.00E+OO l.64E+o8 6.30E+o7 0.00E+OO 1.60E+08 6.17E+o7 O.OOE+OO l.81E+08 6.97E+o7 0.00E+-00 l.79E+o8 6.88E+o7 0.00E+-00 l.71E+o8.

6.57E+o7 O.OOE+-00 1.88E+08 7.23E+o7 0.00E+-00 l.59E+08 6.13E+07 O.OOE+-00 l.75E+08 6.76E+o7 0.00E+-00 l.67E+o8 6.42E+-07 O.OOE+-00 l.52E+o8 5.87E+o7

'0.00E+-00 l.93E+o8 7.44E+o7 O.OOE+-00 l.40E+08 5.38E+o7 O.OOE+-00 1.44E+o8 5.54E+o7 O.OOE+-00 l.46E+o8 5.62E+o7 O.OOE+-00 1.72E+08 6.64E+o7 O.OOE+OO 1.72E+o8 6.60E+o7 0.00E+-00 2.06E+08 7.93E+07 0.00E+-00 2.14E+08 8.25E+07 0.00E+oO 1.58E+08 6.IOE+07 O.OOE+-00 1.42E+08 5.47E+07 O.OOE+-00 1.34E+08 5.16E+o7 0.00E+-00 l.31E+o8 5.06E+o7 0.00E+-00 l.32E+08 5.07E+o7 0.00E+-00 l.30E+08 5.0IE+07 O.OOE+-00 1.55E+-08 5.97E+o7 O.OOE+-00 l.78E+08 6.84E+o7 O.OOE+-00 l.63E+08 6.28E+o7 O.OOE+-00 l.22E+o8 4.68E+o7 0.00E+-00 5.78E+07 2.22E+07 O.OOE+OO 2.36E+o7 9.09E+o6

[97]

---

~

~

ZIONSOLUTIONSuc

~-""""'

Sr-90

.Co-60 Cs-134

• Cs-137

-~~~3, Sr-90 1-* Cone *.

SOF

• soF SOF SOF SOF '

(pCi/m2) 1.15E+o5 0.0178 0.0000 0.0638 0.0002 0.0005 0.0823 l.llE+-05 0.0172 0.0000 0.0618 0.0002 0.0005 0.0797 l.23E+o5 0.0191 0.0000 0.0687 0.0003 0.0005 0.0886 l.42E+o5 0.0221 0.0000

• 0.0192 0.0003 0.0006 0.1022 l.47E+o5 0.0229 0.0000 0.0821 0.0003 0.0006 0.1059 l.39E+o5 0.0215 0.0000 0.0772 0.0003 0.0006 0.0996 l.31E+o5 0.0204 0.0000 0.0731 0.0003 0.0005 0.0943 1.19E+05 0.0185 0.0000 0.0664 0.0002 0.0005 0.0856 1.14E+o5 0.0176 0.0000 0.0632 0.0002 0.0005 0.0816 l.llE+-05 0.0172 0.0000 0.0618 0.0002 0.0005' 0.0798 1.15E+o5 0.0179 0.0000 0.0643 0.0002 0.0005 0.0829 1.l IE+-05 0.0172 0.0000 0.0616 0.0002 0.0005 0.0795 1.12E+05 0.0174 0.0000 0.0625 0.0002 0.0005 0.0806 l.IOE+-05 0.0170.

0.0000 0.0610 0.0002 0.0005 0.0787 l.07E+o5 0.0167 0.0000 0.0598 0.0002 0.0004 0.0771 l.21E+o5 0.0188 0.0000 0.0675 0.0003 0.0005 0.0871 l.20E+o5 0.0186 0.0000 0.0667 0.0002 0.0005 0.0861 I.14E+o5 0.0177 0.0000 0.0636 0.0002 0.0005 0.0821 l.26E+o5 0.0195 0.0000 0.0700 0.0003 0.0005 0.0904

,1.07E+o5 0.0166 0.0000 0.0594 0.0002 0.0004 0.0767 l.18E+o5 0.0183 0.0000 0.0655 0.0002 0.0005 0.0845 I.12E+o5

.0.0174 0.0000 0.0622 0.0002 0:0005 0.0803 1.02E+o5 0.0159 0.0000 0.0569 0.0002 0.0004 0.0734 1.30E+o5 0.0201 0.0000 0.0722 0.0003 0.0005 0.0931 9.36E+o4 0.0145 0.0000 0.0521 0.0002 0.0004 0.0672 9.64E+o4 0.0150 0.0000 0.0537 0.0002 0.0004 0.0692 9.79E+o4 0.0152 0.0000 0.0545 0.0002 0.0004

.0.0703

1.16E+o5 0.0179 0.0000 0.0643 0.0002 0.0005 0.0830 1.15E+o5 0.0178 0.0000 0.0640 0.0002 0.0005 0.0826 1.38E+o5 0.0214 0.0000 0.0769 0.0003 0.0006 0.0992 l.44E+o5 0.0223 0.0000 0.0799 0.0003 0.0006 0.1031 l.06E+o5 0.0165 0.0000 0.0591 0.0002 0.0004 0.0762 9.53E+o4 0.0148 0.0000.

0.0531 0.0002 0.0004 0.0684

• 8.98E+o4 0.0139 0.0000 0.0500 0.0002 0.0004 0.0645 8.SIE+-04 0.0137 0.0000 0.0491 0.0002

. 0.0004 0.0633 8:83E+o4 0.0137 0.0000 0.0492 0.0002 0.0004 0.0634 8.73E+o4 0.0136 0.0000 0.0486 0.0002 0.0004 0.0627 l.04E+o5 0.0161 0.0000 0.0578 0.0002 0.0004 0.0746

,l.19E+o5 0.0185 0.0000 0.0663 0.0002 0.0005 0.0856 1.09E+o5 0.0170' 0.0000 0.0609 0.0002 0.0005 0.0785 8.14E+o4 0.0126 0.0000 0.0453 0.0002 0.0003 0.0585 3.87E+o4 0.0060 0.0000 0.0216 0.0001 0.0002 0.0278 I.58E+o4 0.0025 0.0000

'0.0088 0.0000 0.0001 0.0114

_J

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

.*.;.. :. ~ '.:::'.:/

:*; ;.~,trp Section 02 to Ul Position 79 OB Section U2 to U I Position 80 OB Section U2 to U1 Position 81 OB Section U2 to Ul Position 82 OB Section.U2 to Ul Position 83 OB Section U2 to U 1 Position 84 OB Section 02 to U1 Position 85 OB Section 02 to U 1 Position 86 OB Section U2 to Ul Position 87 OB Section U2 to UJ Position 88 OB Section U2 to Ul Position 89 OB SeCtion 02 to Ul Position 90 OB Section 02 to Ul Position 91 OB Section U2 to UI Position 92 OB Section U2 to Ul Position 93 OB Section U2 to Ul Position 94 OB Section U2 to UI Position 95 OB.

Section U2 to Ul Position 96 OB Section U2 to UI Position 97 OB Section U2 to Ul Position 98 OB Section U2 to U 1 Position 99 OB Section U2 to U 1 Position 100

'OB Section U2 to Ut PositiOn 101 OB

• Section U2 to U I Position 102 OB Section U2 to U I Position 103 OB Sectiori U2 to U I Position t 04 OB Section U2 to U I Position 105 OB Sectiori U2 to U I Position 106 OB Section U2 to Ut Position 107 OB Section U2 to Ul Position 108 OB Section U2 to U I Position 109 OB Section U2 to Ul Position 110 OB Section U2 to Ul Position I 11 OB Section U2 to Ul Position 112 OB Section U2 to U 1 Position I t 3 OB Section U2 to U I Position 114 OB Section U2 to U 1 Position 115 OB Section U2 to Ul Position 116 OB Section U2 to NI Position 117 OB Section U2 to Ul Position 118 OB Section U2 to Ul Position 119 OB Section U2 to Ul Position 120 OB Section Ul to Sump B Position Zero OB Gross Gamma:*

.A<<ti)<ity' lvCi/m2) 5.06E+-07 4.91E+07 3.05E+-07 2.73E+-07 4.44E+-08 3.80E+-08 4.56E+08 4.89E+-08 5.00E+08 4.65E+-08 4.57E+-08 4.33E+-08 5.19E+-08 5.02E+-08 5.20E+-08 5.72E+-08 5.23E+-08 6.08E+-08 6.18E+-08 6.30E+-08 5.08E+-08 5.35E+-08 6.42E+-08 6.26E+-08 6.02E+-08 5.76E+-08 5.40E+-08 5.54E+-08 5.2IE+-08 7.09E+-08 5.64E+-08 5.03E+-08 3.99E+08 2.63E+08 2.78E+-08

,.. /' 'ci-60 J tCs-*134;* 1.* Cs,Bi *

• Ni;.63,,.

MixtUie *:Cone.. *: Cone.

• Cone. * **.. p:me;,.,

: (~cv:Z\\

)~cifm~

r~Cilmil * 'doCi/m2l U2FD

2. l 9E+-07 O.OOE+-00 2.87E+-07 1.10E+07 U2FD 2.12E+-07 O.OOE+-00 2.79E+07 I.07E+07 U2FD l.32E+-07 O.OOE+-00 I.73E+07 6.66E+-06 U2FD I.18E+-07 O.OOE+OO 1.55E+07 5.96E+-06 U2FD l.92E+-08 0.00E+-00 2.52E+08 9.70E+-07 U2FD 1.65E+-08 O.OOE+OO 2.16E+08 8.31E+o7 U2FD I.97E+-08 O.OOE+-00 2.58E+08 9.95E+-07 U2FD 2.l lE+-08 O.OOE+OO 2.77E+08 I.07E+-08 U2FD 2.16E+-08 O.OOE+-00 2.84E+08 l.09E+-08 U2FD 2.0lE+-08 O.OOE+-00 2.64E+08 I.OlE+-08 U2FD l.98E+-08 O.OOE+OO 2.59E+08 9.97E+07 U2FD l.87E+-08 O.OOE+-00 2.45E+08 9.44E+-07 U2FD 2.25E+-08 O.OOE+-00 2.95E+08.

I.13E+08 U2FD

2. l 7E+-08 0.00E+-00 2.85E+08 1.IOE+08 U2FD 2.25E+08 O.OOE+-00 2.95E+08 l.14E+-08 U2FD 2.47E+-08 0.00E+-00 3.24E+08 l.25E+08 U2FD 2.26E +-08 O.OOE+-00. 2.97E+08 l.14E+-08 U2FD 2.63E+08 0.00E+-00 3.45E+08 1.33E+08 U2FD 2.67E+08 O.OOE+-00 3.51E+08 1.35E+-08 U2FD 2.73E+08 O.OOE+-00 3.57E+-08 1.38E+-08 U2FD 2.20E+-08 0.00E+-00 2.88E+08 1.11 E+08 U2FD 2.32E+-08 0.00E+-00 3.04E+08 1.17E+08 U2FD 2.78E+08

• O.OOE+OO 3.64E+08 1.40E+-08 U2FD 2.71E+08 0.00E+-00 3.55E+08 l.37E+-08 U2FD 2.61E+-08 O.OOE+-00 3.42E+08 I.32E+-08 U2FD 2.49E+08 O.OOE+-00 3.27E+08 l.26E+-08 U2FD 2.34E+08 O.OOE+-00 3.06E+08 1.18E+-08 U2FD 2.40E+08 O.OOE+-00 3.14E+08

, l.21E+08 U2FD 2.26E+-08 O.OOE+-00 2.96E+08 1.14E+08 U2FD 3.07E+-08 O.OOE+OO 4.02E+08 1.55E+-08 U2FD 2.44E+08 O.OOE+-00 3.20E+08 I.23E+-08 U2FD 2.18E+08 O.OOE+OO 2.85E+08 1.1 OE+-08 U2FD 1.73E+-08 0.00E+OO 2.26E+08 8.71E+-07 U2FD l.14E+-08 O.OOE+-00 I.49E+-08. 5.75E+-07 U2FD l.20E+-08 O.OOE+-00 1.58E+08 6.07E+-07 3.33E+08 U2FD 1.44E+-08 0.00E+-00 l.89E+08

. 7.28E+-07 3.26E+08 U2FD 1.41E+-08 0.00E+OO l.85E+08 7.13E+-07 3.32E+-08 U2FD l.43E+-08 O.OOE+-00 l.88E+08 7.24E+-07 3.59E+-08 U2FD l.55E+-08 O.OOE+-00 2.04E+08 7.84E+07 3.4IE+-08 U2FD l.48E+-08 O.OOE+-00 l.94E+08, 7.45E+-07 3.50E+-08 U2FD l.51E+-08 O.OOE+OO l.,98E+08, 7.64E+-07 1.17E+08 U2FD 5.06E+-07 O.OOE+-00 6.63E+07 2.55E+07 6.53E+-07 U2FD 2.83E+-07 O.OOE+-00 3.70E+-07 l.43E+-07

[98]

l.92E+-04 I.87E+04 I.16E+04 l.04E+-04 l.69E+05 l.45E+-05 1.73E+-05 I.86E+-05 l.90E+-05 I.77E+-05 1.74E+-05 I.64E+-05 l.97E+-05 l.91E+-05 l.98E+-05 2.17E+05 1.99E+05 2.31E+-05 2.35E+-05 2.39E+05 l.93E+05 2.04E+05 2.44E+-05 2.38E+-05 2.29E+05 2.19E+-05 2.05E+-05 2.11E+05 I.98E+05 2.70E+05 2.14E+05 l.91E+05 l.52E+05 l.OOE+05 I.06E+-05 1.27E+05 I.24E+-05 l.26E+05 l.37E+-05 1.30E+05.

l.33E+-05 4.44E+-04 2.48E+-04

~

ZIONSOLUTIONSU7

cs-137'

• • Ni-63

~*~OF \\ *rSOF*

0.0030 0.0000 0.0107 0.0000 0.0029 0.0000 O.OJ 04 0.0000 0.0018 0.0000 0.0065 0.0000 0.0016 0.0000 0.0058 0.0000 0.0262 0.0000 0.0940 0.0003 0.0225 0.0000 0.0805 0.0003 0.0269 0.0000 0.0964 0.0004 0.0288 0.0000 0.1034 0.0004 0.0295 0.0000 0.1058 0.0004 0.0274 0.0000 0.0984 0.0004 0.0269 0.0000 0.0966 0.0004 0.0255 0.0000 0.0915 0.0003 0.0306 0.0000 0.1099 0.0004 0.0296 0.0000 0.1062 0.0004 0.0307

,0.0000 0.1100 0.0004 0.0337.

0.0000 0.1210 0.0004 0.0308 0.0000 0.1106 0.0004 0.0359 0.0000 0.1286 0.0005 0.0365 0.0000 0.1308 0.0005 0.0372 0.0000

. 0.1333 0.0005 0.0300 0.0000 0.1074 0.0004 0.0316 0.0000 0.1133 0.0004 0.0379 0.0000 0.1360 0.0005 0.0370 0.0000 0.1326 0.0005 0.0355 0.0000 0.1275 0.0005 0.0340 0.0000 0.1219 0.0005 0.0319 0.0000 0.1143 0.0004 0.0327.

0.0000 0.1172 0.0004 0.0308 0.0000 0.1103 0.0004 0.0419 0.0000 0.1501 0.0006 0.0333 0.0000 0.1193 0.0004 0.0297 0.0000 0.1064 0.0004 0.0235 0.0000 0.0844 0.0003 0.0155 0.0000 0.0557 0.0002 0.0164 0.0000 0.0588 0.0002 0.0197 0.0000 0.0705 0.0003 0.0193 0.0000 0.0691 0.0003 0.0196 0.0000 0.0702 0.0003 0.0212 0.0000 0.0760 0.0003 0.0201 0.0000 0.0722 0.0003 0.0206 0.0000 0.0740 0.0003 0.0069 0.0000 0.0247 0.0001 0.0039 0.0000 0.0138 0.0001 M....,....,.,...

• ,s;~90'

• soF 0.0001 0.0001 0.0000 0.0000 0.0007 0.0006 0.0007 0.0008 0.0008 0.0007 0.0007 0.0007 0.0008 0.0008 0.0008 0.0009 0.0008 0.0010 0.0010 0.0010 0.0008 0.0008 0.0010 0.0010 0.0010 0.0009 0.0009 0.0009 0.0008 0.0011 0.0009 0.0008 0.0006 0.0004 0.0004 0.0005 0.0005 0.0005 0.0006 0.0005 0.0006 0.0002 0.0001 0.0138 0.0134 0.0083 0.0075 0.1213 0.1039 0.1244 0.1334 0.1365 0.1269 0.1246 0.1181 0.1418 0.1370 0.1419 0.1561 0.1427 0.1659 0.1688 0.1720 0.1386 0.1462 0.1754 0.1711 0.1644 0.1573 0.1474 0.1512 0.1423 0.1936 0.1539 0.1373 0.1089 0.0719 0.0759 0.0910 0.0891 0.0905 0.0981 0.0931 0.0955 0.0319 0.0178

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN.PIPE SURVEY UNITS 05119A Gross Gamma Pipe Section S~p Activity (pCi/m2)

Section Ul to Sumo B Position I OB 2.77E+08 Section U 1 to Sumo B Position 2 OB 2.77E+08 Section Ul to Sump B Position 3 OB 2.58E+o8 Section Ul to Sumo B Position 4 OB 2.70E+o8 Section Ul to Sump B Position 5.

OB 3.19E+o8 Section U 1 to Sumo B Position 6 OB 3.28E+o8 Section U 1 to Sumo B Position 7 OB 3.46E+o8 Section U I to Sumo B Position 8 OB 3.68E+o8 Section U I to Sump B Position 9 OB 3.65E+o8 Section U 1 to Sumo B Position I 0 OB 2.21E+08 Co-60 Cs'134 Cs-1}7 Mixture Cone.

Cone.

~one.

lnf:i/m2)

IPCi/m2)

• coCiim'l U2FD l.20E+o8 0.00E+OO 1.57E+08 U2FD l.20E+o8 0.00E+oO 1.57E+o8 U2FD l.12E+o8 0.00E+oO L47E+o8 U2FD 1.17E+o8 0.00E+oO l.53E+o8 U2FD 1.38E+o8 0.00E+oO l.81E+08 U2FD L42E+08 O.OOE+oO 1.86E+08 U2FD 1.50E+08 O.OOE+oO l.96E+08 U2FD 1.59E+o8 O.OOE+oO 2.09E+o8 U2FD l.58E+o8 0.00E+oO 2.07E+08 U2FD 9.57E+o7 O.OOE+OO l.25E+o8

[99]

~

ZlONSOLUTIONSuc

.... ~°"""*"

Ni-63 Sr-90 Co-60 Cs-134 Cs-137

• Ni-63 Sr,90 Cone.

Cone.

SOF SOF SOF SOF SOF SOF CoCiim2) *

<oCiimol.

6.05E+o7

!.05E+o5 0.0164 0.0000 0.0587 0.0002 0.0004 0.0757 6.06E+o7 l.05E+o5 0.0164 0.0000 0.0587 0.0002 0.0004 0.o757 5.64E+o7 9.82E+o4 0.0152 0.0000 0.0547 0.0002

.0.0004 O.Q705 5.89E+o7 l.03E+o5 0.0159 0.0000 0.0571 0.0002 0.0004 0.0737 6.97E+07 l.21E+o5 0.0188 0.0000 0.0675 0.0003 0.0005 0.0871 7.17E+o7 1.25E+o5 0.0194 0.0000 0.0695 0.0003 0.0005 0.0897 7.56E+o7 l.32E+o5 0.0204 0.0000 0.0733 0.0003 0.0005 0.0945 8.03E+o7 l.40E+o5 0.0217 0.0000 0.0778 0.0003 0.0006 0.1004 7.97E+o7 1.39E+o5 0.0215.

0.0000 0.0772 0.0003 0.0006 0.0996 4.83E+o7 8.40E+o4 0.0130 0.0000 0.0468 0.0002 0.0003 0.0604

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 05119A 14.3 ATTACHMENT 3 SIGN TEST

[100]

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05 l l 9A Pipe Section Sump Co-60 SOF Section A2 to A3 Position 0 OA

0. 1207 Section A2 to A3 Position I OA 0.0952 Section A2 to A3 Position 2 OA

0. 1300 Section A2 to A3 Position 3 OA

0. 175 1 Section A2 to A3 Position 4 OA

0. 1906 Section A2 to A3 Position 5 OA

0. 163 1 Section A2 to A3 Position 6 OA 0.1526 Section A2 to A3 Position 7 OA

0. 1449 Section A2 to A3 Position 8 OA

0. 1790 Section A2 to A3 Position 9 OA

0. 147 1 Section A2 to A3 Position I 0 OA 0.2009 Section A2 to A3 Position 11 OA 0.1307 Section A2 to A3 Position 12 OA 0.078 1 Section A2 to A3 Position 13 OA 0.0393 Section A3 to Sump A Position 0 OA 0.1 6 10 Section A3 to Sump A Position I OA 0.1 613 Section A3 to Sump A Position 2 OA 0.1528 Section A3 to Sump A Position 3 OA

0. 1593 Section A3 to Sump A Position 4 OA

0. 1816 Section A3 to Sump A Position 5 OA

0. 1829 Section A3 to Sump A Position 6 OA

0. 1869 Section A3 to Sump A Position 7 OA

0. 1532 Section A3 to Sump A Position 8 OA

0. 1335 Section A3 to Sump A Position 9 OA

0. 1314 Section A3 to Sump A Position I 0 OA

0. 1347 Section A3 to Sump A Position 11 OA

0. 1627 Section A3 to Sump A Position 12 OA

0. 1593 Section A3 to Sump A Position 13 OA

0. 13 11 Section A3 to Sump A Position 14 OA

0. 16 18 Section A3 to Sump A Position 15 OA

0. 1509 Section A3 to Sump A Position 16 OA

0. 1295 Section A3 to Sump A Position 17 OA 0.11 24 Section A3 to Sump A Position 18 OA

0. 1107 Section A3 to Sump A Position 19 OA

0. 1116 Section A3 to Sump A Position 20 OA

0. 1060 Section A3 to Sump A Position 2 1 OA

0. 11 59 Section A3 to Sump A Position 22 OA

0. 12 17 Section A3 to Sump A Position 23 OA

0. 1714 Section A3 to Sump A Position 24 OA 0.1799 Section A3 to Sump A Position 25 OA

0. 1620 Section A3 to Sump A Position 26 OA 0.2 188 Section A3 to Sump A Position 27 OA 0.27 19 Section A3 to Sump A Position 28 OA 0.0863 Section A3 to Sump A Position 29 OA O.D35 I Section A3 to Sump A Position 30 OA 0.0286 Section A3 to Sump A Position 3 1 OA 0.01 98 Section A I to Header ESTIMATE OA 0.2666 Section A I to Header ESTIMATE OA 0.2666 Section A I to Header ESTIM ATE OA 0.2666 Section A I to Header ESTIMATE OA 0.2666 Section Al to Header ESTIMATE OA 0.2666 Section A l to Header ESTIM ATE OA 0.2666 Section A I to Header ESTIM ATE OA 0.2666 Section Al to Header ESTIM ATE OA 0.2666 Section Al to Header ESTIM ATE OA 0.2666 Cs-134 SOF 0.0003 0.0003 0.0004 0.0005 0.0005 0.0005 0.0004 0.0004 0.0005 0.0004 0.0006 0.0004 0.0002 0.000 1 0.0004 0.0004 0.0004 0.0004 0.0005 0.0005 0.0005 0.0004 0.0004 0.0004 0.0004 0.0005 0.0004 0.0004 0.0004 0.0004 0.0004 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0005 0.0005 0.0004 0.0006 0.0008 0.0002 0.000 1 0.000 1 0.000 1 0.0007 0.0007 0.0007 0.0007 0.0007 0.0007 0.0007 0.0007 0.0007

[ I 0 I]

Cs-137 SOF 1.4898

1. 1747 1.6046

2. 1612 2.3523 2.01 33 1.8834 1.7880 2.2087 1.8161 2.4792 1.61 28 0.9637 0.485 1 1.9865 1.9906 1.8856 1.9660 2.24 14 2.2569 2.3063 1.8906 1.6483 1.6212 1.6628 2.0082 1.9657 1.6186 1.9974 1.8624 1.5986 1.3874 1.3659 1.3776 1.3088 1.4302 1.501 8 2.11 53 2.2200 1.9994 2.7003 3.3559 1.0647 0.4332 0.3524 0.2449 3.2904 3.2904 3.2904 3.2904 3.2904 3.2904 3.2904 3.2904 3.2904

~

ZIONSOLUTIONSuc

Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF (Ws) 0.001 6 0.0 111 1.6235

-0.6235

-1 0.00 13 0.0088 1.280 1

-0.280 1

-1 0.00 17 0.0 120 1.7487

-0.7487

-1 0.0023 0.01 61 2.3552

-1.3552

- I 0.0025 0.0 175 2.5634

-1.5634

-I 0.0022 0.01 50 2.1940

- 1.1 940

-1 0.0020 0.0 140 2.0525

-1.0525

-I 0.00 19 0.0133 1.9486

-0.9486

-I 0.0024 0.0 165 2.4070

- 1.4070

-I 0.0020 0.0135 1.979 1

-0.9791

- I 0.0027 0.01 85 2.701 8

-1.70 18

- I 0.001 7 0.0 120 1.7576

-0.7576

- I 0.0010 0.0072 1.0502

-0.0502

- I 0.0005 0.0036 0.5286 0.4 714

+ I 0.002 1 0.01 48

2. 1649

-1. 1649

- I 0.0022 0.01 48

2. 1694

-1. 1694

- I 0.0020 0.01 4 1 2.0549

- 1.0549

-I 0.0021 0.01 47 2.1425

-1. 1425

-I 0.0024 0.0 167 2.4427

-1.4427

-I 0.0024 0.0 168 2.4595

-1.4595

- I 0.0025 0.01 72 2.5 134

- 1.5134

-1 0.0020 0.01 4 1 2.0603

-1.0603

- I 0.001 8 0.01 23 1.7963

-0.7963

- I 0.0018 0.0 12 1 1.7667

-0. 7667 0.00 18 0.0 124 1.812 1

-0.8 121 0.0022 0.01 50

2. 1885

- 1. 1885 0.002 1 0.0 147

2. 1422

- 1.1 422 0.00 17 0.0 12 1 1.7639

-0.7639 0.0022 0.0 149

2. 1767

- 1.1 767 0.0020 0.0 139 2.0296

-1.0296 0.00 17 0.0 11 9 1.742 1

-0.742 1 0.00 15 0.0 103 1.51 19

-0.511 9 0.00 15 0.0 102 1.4885

-0.4885 0.00 15 0.0 103 I.SO 13

-0.50 13 0.001 4 0.0098 1.4263

-0.4263 0.00 15 0.0 107 1.5586

-0.5586 0.00 16 0.01 12 1.6366

-0.6366 I

0.0023 0.01 58 2.3052

-1.3052

- I 0.0024 0.01 66 2.4 194

-1.4 194

- I 0.0022 0.01 49 2.1 790

- 1.1 790

- I 0.0029 0.0201 2.9428

- 1.9428

- I 0.0036 0.0250 3.6572

- 2.~572

-I 0.00 12 0.0079 1.1602

-0. 1602

- I 0.0005 0.0032 0.472 1 0.5279

+ I 0.0004 0.0026 0.384 1 0.6 159

+ I 0.0003 0.00 18 0.2669 0.733 1

+ I 0.0036 0.0245 3.5858

-2.5858

- I 0.0036 0.0245 3.5858

-2.5858

- I 0.0036 0.0245 3.5858

-2.5858

- I 0.0036 0.0245 3.5858

-2.5858

- I 0.0036 0.0245 3.5858

-2.5858

- I 0.0036 0.0245 3.5858

-2.5858

-I 0.0036 0.0245 3.5858

-2.5858

-1 0.0036 0.0245 3.5858

-2.5858

- I 0.0036 0.0245 3.5858

-2.5858

- I

FRS RELEASE RECORD AUXILIARY BUILDING,FLOOR DRAIN PIPE SURVEY UNITS 05 I I 9A Pipe Section Swnp Co-60 SOF Section A I to Header ESTIMATE OA 0.2666 Section A I to Header ESTIMATE OA 0.2666 Section A l to Header ESTIMATE OA 0.2666 Section A I to Header ESTIMATE OA 0.2666 Section A l to Header ESTIMATE OA 0.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header ESTIMATE QA Q.2666 Section A I to Header EST I MA TE QA Q.2666 Section 82 to Sump A Position Q QA Q. 1678 Section 82 to Sump A Position I QA Q. 168 1 Section 82 to Sump A Position 2 QA Q.18QQ Section 82 to Sump A Position 3 QA Q. 164Q Section 82 to Sump A Position 4 QA Q.136Q Section 82 to Sump A Position 5 QA Q.Q858 Section 82 to Sump A Position 6 QA Q. I IQ5 Section 82 to Sump A Position 7 QA Q.Q978 Section 82 to Sump A Position 8 QA Q.0897 Section 82 to Sump A Position 9 QA Q.Q888 Section 82 to Sump A Position IQ QA Q.Q989 Section 82 to Sump A Position I I QA Q.Q964 Section 82 to Sump A Position 12 QA Q.11 47 Section 82 to Sump A Position 13 QA Q. 11 58 Section 82 to Sump A Position 14 QA Q. 1284 Section 82 to Sump A Position 15 QA Q. I Q7 1 Section 82 to Sump A Position 16 QA Q.Q8Q5 Section 82 to Sump A Position 17 QA Q.Q887 Section 82 to Sump A Position 18 QA Q.Q763 Section 82 to Sump A Position 19 QA Q.Q683 Section 82 to Sump A Position 2Q QA Q.Q724 Section 82 to Sump A Position 21 QA Q.Q635 Section 82 to Sump A Position 22 QA Q.Q667 Section 82 to Sump A Position 23 QA Q.Q7 14 Section 82 to Sump A Position 24 QA Q.Q71Q Section 82 to Sump A Position 25 QA Q.Q647 Section 82 to Sump A Position 26 QA Q.Q6Q5 Section 82 to Sump A Position 27 QA Q.Q677 Section 82 to Sump A Position 28 QA Q.Q826 Section 82 to Sump A Position 29 QA Q.Q679 Section 82 to Sump A Position 3Q QA Q.Q699 Section 82 to Sump A Position 31 QA Q.Q596 Section 82 to Sump A Position 32 QA Q.Q762 Section 82 to Sump A Position 33 QA Q.Q716 Section 82 to Sump A Position 34 QA Q.Q776 Cs-134 SOF 0.0007 0.0007 0.0007 0.0007 O.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ7 Q.QQQ5 Q.QQQ5 Q.QQQ5 Q.QQQ5 Q.QQQ4 Q.QQQ2 Q.QQQ3 Q.QQQ3 Q.QQQ2 Q.QQQ2 Q.QQQ3 Q.QQQ3 Q.QQQ3 Q.QQQ3 Q.QQQ4 Q.QQQ3 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2 Q.QQQ2

[I 02]

Cs-137 SOF 3.2904 3.2904 3.2904 3.2904 3.29Q4 3.29Q4 3.29Q4 3.29Q4 3.29Q4 3.29Q4 3.29Q4 3.2904 3.29Q4 3.29Q4 3.29Q4 3.2904 3.29Q4 3.29Q4 3.29Q4 3.29Q4 2.Q7Q7 2.Q744 2.22 19 2.Q237

.6788

.Q584

.3637

.2Q7Q

.1072

.Q962

.22Q9

.19Q2

.4 161

.4289

.5847

.32 15 Q.9939 I.Q944 Q.942 1 Q.8428 Q.8934 Q. 784 1 Q.8233 Q.8815 Q.8766 Q.7991 Q.7472 Q.8353 l.Ql92 Q.838Q Q.8633 Q.7355 Q.94Q9 Q.8841 Q.9579

~

ZlONSOLUTIONSu:c

Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF (Ws) 0.0036 0.0245 3.5858

-2.5858

-I 0.0036 0.0245 3.5858

-2.5858

- I 0.0036 0.0245 3.5858

-2.5858 0.0036 0.0245 3.5858

-2.5858 Q.QQ36 Q.Q245 3.5858

-2.5858 Q.QQ36 Q.Q245 3.5858

-2.5858 Q.QQ36 Q.Q245 3.5858

-2.5858 Q.QQ36 Q.Q245 3.5858

-2.5858 Q.QQ36 Q.Q245 3.5858

-2.5858 Q.QQ36 Q.Q245 3.5858

-2.5858 I

Q.QQ36 0.0245 3.5858

-2.5858

- I Q.QQ36 Q.Q245 3:5858

-2.5858

-I Q.QQ36 Q.Q245 3.5858

-2.5858 Q.QQ36 Q.Q245 3.5858

-2.5858 Q.QQ36 Q.Q245 3.5858

-2.5858 Q.QQ36 Q.Q245 3.5858

-2.5858 Q.QQ36 O.Q245 3.5858

-2.5858 Q.QQ36 Q.Q245 3.5858

-2.5858 Q.QQ36 Q.Q245 3.5858

-2.5858 Q.QQ36 Q.Q245 3.5858

-2.5858 Q.QQ22 Q.Ql54 2.2566

- 1.2566 Q.QQ22 Q.Ql55 2.26Q7

- I.26Q7 Q.QQ24 Q.Ql66 2.42 14

- 1.4214 I

Q.QQ22 Q.Ql 51 2.2Q54

- I.2Q54 Q.QQl8 Q.Ql 25 1.8296

-Q.8296 Q.QQl I Q.QQ79 1.1 535

-Q. 1535 Q.QQ l 5 Q.QIQ2 1.486 1

-Q.486 1 Q.QQ l 3 O.QQ9Q 1.3 154

-Q.3 154 Q.Q012 Q.QQ83 I.2Q66

-Q.2066 Q.QQl2 Q.QQ82 1.1 946

-Q. 1946 Q.QQ l 3 O.OQ91 I.33Q5

-Q.33Q5 I

Q.QQ l 3 Q.QQ89 I.297Q

-Q.297Q

-I Q.QQl5 Q.QIQ6 1.5433

-Q.5433

-I Q.QQl5 0.0 107 1.5572

-Q.5572

-I Q.QQ l 7 Q.Ql 18 l.727Q

-Q.727Q

- I Q.QQ l 4 Q.QQ99 l.44QI

-Q.44Q I

-1 Q.QQ l I Q.QQ74 I.Q832

-Q.Q832

-I Q.QQl2 Q.QQ82 1.1926

-Q.1926

-I Q.QQ IQ Q.QQ7Q l.Q267

-Q.Q267

-I Q.QQQ9 Q.QQ63 Q.9184 Q.Q816

+ I Q.QQIQ Q.QQ67 Q.9736 Q.Q264

+ I Q.QQQ8 Q.QQ58 Q.8545 Q.1455

+ I Q.QQQ9 Q.QQ61 0.8972 Q.IQ28

+ I Q.QQIQ Q.QQ66 Q.96Q7 Q.Q393

+ I Q.QQQ9 Q.QQ65 Q.9553 Q.Q447

+ I Q.QQQ9 Q.QQ6Q Q.87Q9 Q.1291

+ I Q.QQQ8 Q.QQ56 Q.8 143 Q.1857

+ I Q.QQQ9 Q.QQ62 Q.9 1Q3 Q.Q897

+ I Q.QQl I Q.QQ76 I. I IQ7

-Q. 1 IQ7

- I Q.QQQ9 Q.QQ62 Q.9 132 Q.Q868

+ I Q.QQQ9 Q.QQ64 Q.94Q8 Q.Q592

+ I Q.QQQ8 Q.QQ55 Q.8Q l 5 Q.1985

+ I Q.QQIQ Q.QQ7Q I.Q253

-Q.Q253

-I Q.QQ IQ Q.QQ66 Q.9635 Q.Q365

+ I Q.QQIQ 0.0071 1.0439

-Q.Q439

- I

FRS RELEASE RECORD AUX ILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05 11 9A Pipe Section Sump Co-60 SOF Section 82 to Sump A Position 35 OA

0. 11 68 Section 82 to Sump A Position 36 OA

0. 1190 Section 82 to Sump A Position 37 OA 0.1061 Section 82 to Sump A Position 38 OA

0. 122 1 Section 82 to Sump A Position 39 OA 0.1 173 Section 82 to Sump A Position 40 OA

0. 1352 Section 82 to Sump A Position 41 OA

0. 1397 Section 82 to Sump A Position 42 OA

0. 1157 Section 82 to Sump A Position 43 OA

0. 1486 Section 82 to Sump A Position 44 OA

0. 1528 Section 82 to Sump A Position 45 OA

0. 134 1 Section 82 to Sump A Position 46 OA 0.1306 Section 82 to Sump A Position 47 OA 0.084 1 Section 82 to Sump A Position 48 OA 0.087 1 Section 82 to Sump A Position 49 OA 0.0887 Section 82 to Sump A Position 50 OA 0.0939 Section 82 to Sump A Position 5 1 OA

0. 1332 Section 82 to Sump A Position 52 OA

0. 1609 Section 82 to Sump A Position 53 OA

0. 1998 Section 82 to Sump A Position 54 OA

0. 1782 Section 82 to Sump A Position 55 OA

0. 1652 Section 82 to Sump A Position 56 OA

0. 1747 Section 82 to Sump A Position 57 OA 0.2 179 Section 82 to Sump A Positi on 58 OA 0.0679 Section 82 to Sump A Position 59 OA 0.0269 Section 82 lo Sump A Position 60 OA 0.0203 Section 82 to Sump A Position 61 OA 0.0152 Section 82 to Sump A Position 62 OA 0.0099 Section 82 to Sump A Position 63 OA 0.0080 Section 8 I to Header 8 Position 13 ESTIM ATE OA 0.2858 Section 8 I to Header 8 Position 12 ESTIMATE OA 0.2858 Section 8 I to Header 8 Position 11 ESTIMATE OA 0.2858 Section 8 I to Header 8 Position I 0 ESTIMATE OA 0.2858 Section 8 I to Header 8 Position 9 ESTIMATE OA 0.2858 Section 8 I to Header 8 Position 8 ESTIMATE OA 0.2858 Section 8 I to Header 8 Position 7 ESTIMATE OA 0.2858 Section 8 I to Header 8 Position 6 ESTIM ATE OA 0.2858 Section 8 I to Header 8 Position 5 ESTIMATE OA 0.2858 Section 8 I to Header 8 Position 4 ESTIMATE OA 0.2858 Section 8 I to Header 8 Position 3 ESTIMATE OA 0.2858 Section 8 I to Header 8 Position 2 ESTIMATE OA 0.2858 Section 8 I to Header 8 Position I ESTIMATE OA 0.2858 Section 8 I to Header 8 Position 0 ESTIMATE OA 0.2858 Section C I to C Header Position 0 OA 0.2433 Section CI to C Header Position I OA 0.2286 Section CI to C Header Position 2 OA 0.3 194 Section C I to C Header Position 3 OA 0.3294 Section C I to C Header Position 4 OA 0.2605 Section C I to C Header Position 5 OA

0. 1031 Section C I to C Header Position 6 OA 0.0587 Section C2 to A Sump Position 0 OA 0.1267 Section C2 to A Sump Position I OA 0.1342 Section C2 to A Sump Position 2 OA 0.1309 Section C2 to A Sump Position 3 OA

0. 1071 Section C2 to A Sump Position 4 OA 0.1039 Cs-134 SOF 0.0003 0.0003 0.0003 0.0003 0.0003 0.0004 0.0004 0.0003 0.0004 0.0004 0.0004 0.0004 0.0002 0.0002 0.0002 0.0003 0.0004 0.0004 0.0006 0.0005 0.0005 0.0005 0.0006 0.0002 0.0001 0.0001 0.0000 0.0000 0.0000 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0007 0.0006 0.0009 0.0009 0.0007 0.0003 0.0002 0.0004 0.0004 0.0004 0.0003 0.0003

[ I 03]

Cs-137 SOF

.44 15

.4693

.3094

.5074

.4477

.6692

.7244

.4278

.8343

.8864

.6549

.6 123

.0385

.075 1

.0946

.1595

.6446

.9857 2.4659

2. 1995 2.0395 2.1 565 2.6894 0.8376 0.33 17 0.2501 0.1874 0.1226 0.0985 3.5279 3.5279 3.5279 3.5279 3.5279 3.5279 3.5279 3.5279 3.5279 3.5279 3.5279 3.5279 3.5279 3.5279 3.0032 2.82 10 3.94 18 4.0658 3.2 148 1.2725 0.7249 1.5644 1.6558 1.6152 1.3224 1.282 1

~

ZIONSOLUTIONSu:c

Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF (Ws) 0.00 16 0.0107 1.5709

-0.5709

- I 0.0016 0.0110 1.60 13

-0.60 13

-I 0.00 14 0.0098 1.4270

-0.4270

- I 0.0016 0.0 11 2 1.6427

-0.6427

- I 0.0016 0.0108 1.5776

-0.5776

- I 0.0018 0.0124 1.8 191

-0.8 191

- I 0.00 19 0.0129 1.8792

-0.8792

-I 0.0015 0.0106 1.5560

-0.5560

-I 0.0020 0.0137 1.9990

-0.9990

-I 0.0020 0.0 141 2.0558

-1.0558

-I 0.00 18 0.0 123 1.8035

-0.8035

-1 0.00 17 0.0 120 1.7570

-0. 7570

- I 0.00 11 0.0077 1.1317

-0.13 17

-1 0.00 12 0.0080 1.1717

-0.17 17

- I 0.00 12 0.0082

1. 1929

-0.1929

-1 0.0013 0.0086 1.2636

-0.2636

-I 0.00 18 0.0 123 1.7922

-0.7922

-I 0.002 1 0.0 148 2.1640

- 1.1 640

-I 0.0027 0.0184 2.6873

-1.6873

-I 0.0024 0.0164 2.3970

-1.3970

- I 0.0022 0.0152 2.2226

-1.2226

-I 0.0023 0.0161 2.350 1

-1.3501

-I 0.0029 0.020 1 2.9308

- 1.9308

-I 0.0009 0.0062 0.9128 0.0872

+ I 0.0004 0.0025 0.36 15 0.6385

+ I 0.0003 0.0019 0.2725 0.7275

+ I 0.0002 0.0014 0.2043 0.7957

+ I 0.0001 0.0009 0.1 336 0.8664

+ I 0.0001 0.0007

0. 1073 0.8927

+ I 0.0038 0.0263 3.8446

-2.8446

-I 0.0038 0.0263 3.8446

-2.8446

- I 0.0038 0.0263 3.8446

-2.8446

- I 0.0038 0.0263 3.8446

-2.8446

-I 0.0038 0.0263 3.8446

-2.8446

- I 0.0038 0.0263 3.8446

-2.8446

-1 0.0038 0.0263 3.8446

-2.8446

-I 0.0038 0.0263 3.8446

-2.8446

-1 0.0038 0.0263 3.8446

-2.8446

-I 0.0038 0.0263 3.8446

-2.8446

-I 0.0038 0.0263 3.8446

-2.8446

- I 0.0038 0.0263 3.8446

-2.8446

-1 0.0038 0.0263 3.8446

-2.8446

- I 0.0038 0.0263 3.8446

-2.8446

- I 0.0032 0.0224 3.2728

-2.2728

- I 0.0030 0.0210 3.0743

-2.0743

-I 0.0043 0.0294 4.2957

-3.2957

- I 0.0044 0.0303 4.4309

-3.4309

- I 0.0035 0.0240 3.5034

-2.5034

- I 0.00 14 0.0095 1.3867

-0.3867

-I 0.0008 0.0054 0.7900 0.2 100

+ I 0.0017 0.0117 1.7048

-0.7048

- I 0.00 18 0.0123 1.8045

-0.8045

- I 0.00 17 0.0120 1.7602

-0.7602

- I 0.00 14 0.0099 1.44 11

-0.4411

- I 0.00 14 0.0096 1.3972

-0.3972

-I

FRS RELEASE RECORD

~

AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A.

ZIONSOLUTIONSuc

MEftolW~~

Section C2 to A Sump Position 5 OA 0.0885 0.0002 "l.0926 0.0012 0.0081 1.1907

-0.1907

-1 Section C2 to A Sump Position 6 OA 0.0803 0.0002 0.9910 0.0011 0.0074 1.0800

-0.0800

-1 Section C2 to A Sump Position 7 OA 0.0790 0.0002 0.9755 0.0011 0.0073 1.0631

-0.0631

-1 Section C2 to A Sump Position*8 OA 0.0777 0.0002

• 0.9584 0.0010 0.0071 1.0445

-0.0445

-1 Section C2 to A Sump Position 9 OA 0.0662 0.0002 0.8169 0.0009 0.0061 0.8902 0.1098

+I Section C2 to A Sump Position 10 OA 0.0622 0.0002 0.7676 0.0008 0.0057 0.8366 0.1634

+l Section C2 to A Sump Position 11 OA 0.0622 0.0002 0.7681 0.0008 0.0057 0.8371 0.1629

+1 Section C2 to A Sump Position 12

• OA 0.0649 0.0002 0.8009 0.0009 0.0060 0.8728 0.1272

+l Section C2 to A Sump Position 13 OA 0.0755 0.0002 0.9320 0.0010 0.0069 1.0157

-0.0157

-1 Section C2 to A S\\lmp Position 14 OA 0.0702 0.0002 0.8662 0.0009 0.0065 0.9440 0.0560

+1 Section C2 to A Sump Position 15 OA 0.0660 0.0002 0.8140 0.0009 0.0061 0.8871 0.1129

+1 Section C2 to A Sump Position 16 OA 0.0699 0.0002 0.8628 0.0009 0.0064 0.9403

. 0.0597

+l Section C2 to A Sump Position 17 OA 0.0661 0.0002 0.8162 0.0009 0.0061 0.8895 0.1105

+1 Section C2 to A Sump Position 18 OA 0.0540 0.0001 0.6666

. 0.0007 0.0050 0.7264 0.2736

+1 Section C2 to A Sump Position 19 OA 0.0561 0.0002 0.6925 0.0007 0.0052 0.7547 0.2453

+l Section C2 to A Sump Position 20 OA 0.0605 0.0002 0.7472 0.0008.

0.0056 0.8143 0.1857

+l Section C2 to A Sump Position 21 OA 0.0763 0.0002 0.9416 0.0010 0.0070 1.0262

-0.0262

-1 Section C2 to A Sump Position 22 OA 0.0820 0.0002 1.0115 0.0011 0.0075 1.1023

-0.1023

-1 Section C2 to A Sump Position 23 OA 0.0772 0.0002 0.9530 0.0010 0.0071 1.0386

-0.0386

-1 Section C2 to A Sump Position 24 OA 0.0759 0.0002 0.9363 0.0010 0.0070 1.0203

-0.0203

-1

• Section C2 to A Sump Position 25 OA 0.0764 0.0002 0.9435 0.0010 0.0070 1.0282

-0.0282

-1 Section C2 to A Sump Position 26 OA 0.0717 0.0002 0.8847 0.0010 0.0066 0.9641 0.0359

+I Section C2 to A Sump Position 27 OA 0.0816 0.0002 1.0074 0.0011.

0.0075 1.0978

-0.0978

-1 Section C2 to A Sump Position 28 OA 0.1039 0.0003 1.2828 0.0014 0.0096 1.3979

-0.3979

-I Section C2 to A Sump Position 29 OA 0.1155 0.0003 1.4256 0.0015 0.0106 1.5536

-0.5536

-1 Section C2 to A Sump Position 30 OA 0.1049 0.0003 1.2944 0.0014 0.0097 1.4106

-0.4106

-1 Section C2 to A Sump Position 31 OA 0.0805 0.0002 0.9940 0.0011 0.0074 1.0832

-0.0832

-I Section C2 to A Sump Position 32 OA 0.1056 0.0003 '

1.3035 0.0014 0.0097 1.4205

-0.4205

-1 Section C2 to A Sump Position 33 OA 0.1302 0.0004 1.6070 0.0017 0.0120 1.7512

-0.7512

-I Section C2 to A Sump Position 34 OA 0.1387 0.0004 1.7116 0.0018 0.0128 1.8653

-0.8653

-1 Section C2 to A Sump Position 35 OA 0.1067 0.0003 1.3165 0.0014

' 0.0098 1.4347

-0.4347

-1 Section C2 to A Sump Position 36 OA 0.1143 0.0003 1.4104 0.0015 0.0105 1.5370

-0.5370

-I Section C2 to A Sump Position 37 OA 0.1336 0.0004 1.6488 0.0018 0.0123 1.7969

-0.7969

-I Section C2 to A Sump Position 38 OA 0.1573 0.0004 1.9418 0.0021 0.0145 2.1161

-1.1161

-I Section C2 to A Sump Position 39 OA 0.1387 0.0004 1.7121 0.0018 0.0128 1.8658

-0.8658

-I Section C2 to A Sump Position 40 OA 0.0913 0.0003 1.1272 0.0012 0.0084 1.2284

-0.2284

-1 Section C2 to A Sump Position 41 OA 0.0966 0.0003 1.1923 0.0013 0.0089 1.2993

-0.2993

-1 Section C2 to A Sump Position 42 OA 0.1626 0.0005 2.0071 0.0022 0.0150 2.1873

-1.1873

-1 Section C2 to A Sump Position 43 OA 0.1360 0.0004 1.6782 0.0018 0.0125 l.8289

-0.8289

-1 Section C2 to A Sump Position 44 OA 0.1450 0.0004 1.7902 0.0019 0.0133 1.9509

-0.9509

-1 Section C2 to A Sump Position 45 OA 0.1231 0.0003 1.5190 0.0016 0.0113 1.6553

-0.6553

-I Section C2 to A Sump Position 46 OA 0.1280 0.0004 l.5801 0.0017 0.0118 1.7219

':.0.7219

-1 Section C2 to A Sump Position 47 OA 0.1531 0.0004 1.8892 0.0020 0.0141 2.0588

-1.0588

-1 Section C2 to A Sump Position 48 OA 0.1582 0.0004 1.9525 0.0021 0.0146 2.1278

-1.1278

-I Section C2 to A Sump Position 49 OA 0.1990 0.0006 2.4557 0.0027 0.0183 2.6762

-1.6762

-I Section C2 to A Sump Position 50 OA 0.2403 0.0007 2.9656 0.0032 0.0221 3.2319

-2.2319

-1 Section C2 to A Sump Position 51 OA 0.1971 0.0005 2.4321 0.0026 0.0181 2.6505

-1.6505

-1 Section C2 to A Sump Position 52 OA 0.1881 0.0005 2.3215 0.0025 0.0173 2.5299,

-1.5299

-1 Section C2 to A Sump Position 53 OA 0.2620 0.0007 3.2336 0.0035 0.0241 3.5239

-2.5239

-I Section C2 to A Sump Position 54 OA 0.2466 0.0007 3.0432 0.0033 0.0227 3.3165

-2.3165

-1 Section C2 to A Sump Position 55 OA 0.1935 0.0005 2.3887 0.0026 0.0178 2.6032

-1.6032

-I

, Section C2 to A Sump Position 56 OA 0.2503 0.0007 3.0890 0.0033 0.0230 3.3664

-2.3664

-I Section C2 to A Sunip Position 57 OA 0.2337 0.0006 2.8849 0.0031 0.0215 3.1440 ' -2.1440

-1 Section C2 to A Sump Position 58 OA 0.2015 0.0006 2.4874 0.0027 0.0185 2.7107

-1.7107

-I Section C2 to A Sump.Position 59 OA 0.2617 0.0007 3.2303 0.0035 0.0241 3.5203

-2.5203

-1

[104]

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

~J

'''*:~f,; \\':~;~:??': *;;~~~(:;'

~:F,,-~'~c::,.,J* "

.. )

. f *;:: ',~.~~~ l~~'tf~cii 0

J Section C2 to A Sump Position 60 OA 0.2008 Section C2 to A Sump Position 61 OA 0.0351 Section C2 to A Sump Position 62 OA 0.0180 Section DI to D Header Position Zero OA 0.1242 Section DI to D Header Position I OA 0.1269 Section DI to D Header Position 2 OA 0.1261 Section DI to D Header Position 3 OA 0.1187.

Section DI to D Header Position 4 OA 0.1217 Section DI to D Header Position 5 OA 0.1166 Section DI to D Header Position 6 OA 0.0850 Section DI to D Header Position 7 OA 0.0706 Section DI to D Header Position 8 OA 0.1064 Section DI to D Header Position 9 OA 0.0838 Section DI to D Header Position 10 OA 0.0909 Section DI to D Header Position 11 OA 0.0816 Section DI to D Header Position 12 OA 0.0979 Section DI to D Header Position 13 OA 0.0753 Section DI to D Header Position 14 OA 0.1038 Section DI to D Header Position 15 OA 0.1066 Section DI to D Header Position 16 OA 0.1422 Section DI to D Header Position 17 OA 0.1383 Section DI to D Header Position 18 OA 0.1539 Section DI to D Header Position 19 OA 0:2455 Section DI to D Header Position 20 OA 0.2158 Section DI to D Header Position 21 OA 0.2053 Section DI to D Header Position 22 OA 0.1926 Section DI to D Header Position 23 OA

. '0.1755 Section DI to D Header Position 24 OA 0.1792 Section DI to D Header Position 25 OA 0.1734 Section DI to D Header Position 26

• OA 0.1867 Section DI tb D Header Position 27 OA 0.1733 Section DI to D Header Position 28 OA 0.1772 Section DI to D Header Position* 29 OA 0.1563 Section DI to D Header Position 30 OA 0.1225 Section DI to D Header Position 31 OA 0.1004 Sectfon DI to D Header Position 32 OA 0.0804 Section DI to I) Header Position 33 OA 0.0430 Section DI to D Header Position 34 OA 0.0895 Section DI to D Header Position 35 OA 0.1605 Section DI to D Header Position 36 OA 0.1979 Section DI to D Header Position 37 OA 0.1700 Section DI to D Header Position 38 OA 0.1499 Section DI to D Header Position 39 OA 0.1812 Section DI to D Header Position 40 OA 0.2128 Section DI to D Header Position 41 OA 0.2384 Section DI to D Header Position 0 OA 0.1603 Section D3 to D5 Position I OA 0.1801 Section D3 to D5 Positibn 2 OA 0.2116 Section D3 to D5 Position 3 OA 0.2181 Section D3 to D5 Position 4 OA 0.2611 Section D3 to D5 Position 5 OA 0.2429 Section D3 to D5 Position 6 OA 0.1018 Section D3 to D5 Position 7 OA 0.0540 Section D3 to D5 Position 8 OA 0.1689 Section D6 to Header Position Zero OA 0.1034

':Cs-134 '

• .,SOF;';:

0.0006 0.0001 0.0000 0.0003 0.0004 0.0003 0.0003 0.0003 0.0003 0.0002 0.0002 0.0003 0.0002 0.0003 0.0002 0.0003 0.0002 0.0003 0.0003 0.0004 0.0004 0.0004 0.0007 0.0006 0.0006 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005 0.0005

. 0.0004 0.0003 0.0003 0.0002 0.0001 0.0002 0.0004 0.0005 0.0005 0.0004 0.0005 0.0006 0.0007 0.0004 0.0005 0.0006 0.0006 0.0007 0.0007 0.0003 0.0001 0.0005 0.0003

[105]

Cs.(~37" i>:SoF:;J 2.4788 0.4327 0.2220 1.5334 1.5663 1.5561 1.4654 1.5023 1.4389 1.0485 0.8715 1.3126 1.0342 1.1216 1.0069 1.2088 0.9295 1.2816 1.3151 1.7549 1.7070.

1.8993 3.0296 2.6631 2.5344 2.3767 2.1667 2.2119 2.1404 2.3039 2.1385 2.1873 1.9293 1.5120 1.2390 0.9918 0.5308 1.1047 1.9806 2.4427 2.0976 1.8500 2.2360 2.6269 2.9421 1.9782 2.2229 2.6110 2.6925 3.2225 2.9984 1.2570 0.6663 2.0847 1.2764

~

ZIONSOLUTIONSuc

.M~~~

/,~§~[~

"Sr-90'<:". ?jf$[JjJ l;)J~r/

//:/n!,C:"

~l1s0f'~fi?

i

'S~,~;:;;~1;.

. 0.0027 0.0185 2.7013

-1.7013

-1 0.0005 0.0032 0.4716 0.5284

+I 0.0002 0.0017 0.2420 0.7580

+I 0.0017 0.0114 1.6710

-0.6710

-I 0.0017 0.0117 1.7069

-0.7069

-I 0.0017 0.0116 1.. 6958

-0.6958

-I 0.0016 0.0109 1.5969

-0.5969

-I 0.0016 0.0112 1.6372

-0.6372

-I 0.0016 0.0107 1.5681

-0.5681

-I 0.0011 0.0078 1.1427

-0.1427

-1 0.0009 0.0065 0.9498 0.0502

+I 0.0014 0.0098 1.4305

-0.4305

-I 0.0011 0.0077 l.!270

-0.1270

-I 0.0012 0.0084 1.2223

.-0.2223

-I 0.0011 0.0075 1.0973

-0.0973

-I 0.0013 0.0090 1.3173

-0.3173

-I 0.0010 0.0069 1.0129

-0.0129

-I 0.0014 0.0096 1.3966

-0.3966

-I 0.0014. 0.0098 1.4332

-0.4332

-I 0.0019 0.0131 1.9125

-0.9125

-I 0.0018 0.0127 1.8602

-0.8602

-I 0.0021 0.0142 2.0698

-1.0698

-I 0.0033 0.0226 3.3016

-2.3016.

-I 0.0029 0.0199 2.9022

-1.9022

-I 0.0027 0.0189 2.7620

-1.7620

-I 0.0026 0.0177 2.5901

-1.5901

-I 0.0023 0.0162 2.3612

-1.3612

-I 0.0024 0.0165 2.4105

-1.4105

-I 0.0023 0.0160 2.3325

-1.3325

-1 0.0025 0.0172 2.5107

-1.5107

-I 0.0023 0.0159 2.3305

-1.3305

-I 0.0024 0.0163 2.3837

-1.3837

-I 0.0021 0.0144 2.1025

-1.1025

-I 0.0016 0.0113 1.6478

-0.6478

-1 0.0013 0.0092 1.3503

-0.3503

-I 0.0011 0.0074 1.0808

-0.0808

-I 0.0006 0.0040 0.5785 0.4215

.+I 0.0012 0.0082 1.2039

-0.2039

-I 0.0021 0.0148 2.1584

-1.1584

-I 0.0026 0.0182 2.6620

-1.6620

-I 0.0023 0.0156 2.2860

-1.2860

.-1 0.0020 0.0138 2.0161

-1.0161

-I 0.0024 0.0167 2.4368

-1.4368

-I 0.0028 0.0196 2.8628

-1.8628

-1 0.0032 0.0219 3.2063

-2.2063

-I 0.0021 0.0147 2.1558

-1.1558

-1 0.0024 0.0166 2.4225

-1.4225

-1 0.0028 0.0195 2.8455

-1.8455

-I 0.0029 0.0201 2.9342

-1.9342

-I 0.0035 0.0240 3.5119

-2.5119

-I 0.0032 0.0224 3.2675

-2.2675

-I 0.0014 0.0094 1.3698

-0.3698

-I 0.0007 0.0050 0.7262 0.2738

+I 0.0023 0.0155 2.2719

-1.2719

-I 0.0014 0.0095 1.3910

-0.3910

-I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEYuNITS 05119A Pipe'section sump.

Co-60 SOP Section 06 to Header Position I OA 0.1522 Section 06 to Header Position 2 OA 0.0667 Section 06 to Header Position 3 OA 0.0570 Section 06 to Header Position 4 OA 0.0525 Section 06 to Header Position 5 OA 0.1467 Section 06 to Header Position 6

• OA 0.1807 Section 06-to Header Position 7 OA 0.1893 Section 06 to Header Position 8 OA 0.2090 Section 06 to Header Position 9

. OA 0.2319 Section 06 to Header Position I 0 OA 0.2222 Section 06 to Header Position I l OA 0.2299 Section 06 to Header Position 12 OA 0.2400 Section 06 to Header Position 13 OA 0.1953 Section 06 to Header Position 14 OA 0.0306 Section 04 to OA Sump Position 0 OA 0.0853 Section 04 to OA Sump Position I OA 0.0906 Section 04 to OA Sump Position 2 OA 0.0768 Section 04 to OA Sump Position 3 OA 0.0933 Section 04 to OA Sump Position 4 OA 0.0936 Section 04 to OA Sump Position 5 OA 0.0888 Section 04 to OA Sump Position 6 OA 0.0648 Section 04 to OA Sump Position 7 OA 0.0564 Section 04 to OA Sump Position 8 OA 0.0556 Section 04 to OA Sump Position 9 OA 0.0509 Sectiori 04 to OA Sump Position I 0 OA 0.0519 Section 04 to OA Sump Position 11 OA 0.0545 Section 04 to OA Sump Position 12 OA 0.0523 Section 04 to OA Sump Position 13 OA 0.0516 Section 04 to OA Sump Position 14 OA 0.0436 Section D4 to OA Sump Position 15 OA 0.0353 Section 04 to OA Sump Position 16 OA 0.0416 Section 04 to OA Sump Position 17 OA 0.0754 Section 04 to OA Sump Position 18 OA 0.0886.

Section 04 to OA Sump Position 19 OA 0.0804 Section 04 to OA Sump Position 20 OA 0.0797 Section 04 to OA Sump Position 21 OA 0.0744 Section 04 to OA Sump Position 22 OA 0.0608 Section 04 to OA Sump Position 23 OA 0.0504 Section 04 to OA Sump Position 24 OA.

0.0520 Section 04 to OA Sump Position 25 OA 0.0528 Section 04 to OA Sump Position 26 OA 0.0519 Section 04 to OA Sump Position 27 OA 0.0523 Section 04 to OA Sump Position 28 OA 0.0893 Section 04 to OA Sump Position 29 OA 0.0901 Section 04 to OA Sump Position 30 OA 0.1053 Section 04 to OA Sump Position 31 OA 0.1060 Section 04 to OA Sump Position 32 OA 0.1101 Section 04 to OA Sump Position 33 OA 0.1056 Section 04 to OA Sump Position 34 OA 0.0903 Section 04 to OA Sump Position 35 OA 0.0761 Section 04 to OA Sump Pos!tion 36 OA 0.0837 Section 04 to OA Sump Position 37 OA

. 0.0746 Section 04 to OA Sump Position 38 OA 0.0788 Section 04 to OA Sump Position 39 OA 0.0795 Section 04 to OA Sump Position 40 OA 0.0861 Cs-134 SOF.

0.0004 0.0002 0.0002 0.0001 0.0004 0.0005 0.0005 0.0006 0.0006 0.0006 0.0006 0.0007 0.0005 0.0001 0.0002 0.0003 0.0002 0.0003.

0.0003 0.0002 0.0002 I

0.0002 0.0002

! 0.0001 0.0001 0.0002 0.0001 0.0001 0.0001 0.0001 0.0001 0.0002 0.0002 0.0002 0.0002 0.0002

' 0.0002 0.0001 0.0001 0.0001 0.0001 0.0001 0.0002 0.0002 0.0003 0.0003 0.0003 0.0003 0;0003 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002

[I 06]

Cs-137 SOP 1.8789 0.8235 0.7029 0.6475 1.8108 2.2298 2.3368 2.5791 2.8617 2.7425 2.8370 2.9628

.2.4106 0.3782 1.0534

.J.1188 0.9476 1.1511 1.1555 1.0956' 0.7996 0.6966 0.6862 0.6277-0.6409 0.6730 0.6457

o.6364

0.5378 0.4357 0.5137

. *0.9310 l.0933 0.9924 0.9831 0.9189 0.7498

. 0.6220

0.6417'

,0.6518 0.6409

.0.6458 l.1024 l.1118 l.2995

'1.3080 1.3590 1.3034 l.1148 0.9396

1.0326 0.9203 0.9730 0.9812 l.063 l Ni"63 Sr-90 SOP**

1-Ws Sign SOP SOP (Ws) 0.0020 0.0140 2.0476

-1.0476

-I 0.0009 0.0061 0.8974 0.1026

+1 0.0008 0.0052 0.7660 0.2340

+1 0.0007 0.0048

. 0.7056 0.2944

+I 0.0020 0.0135 1.9733*

-0.9733

-1 0.0024 0.0166 2.4300

-1.4300

-1 0,0025 0.0174 2.5467

-1.5467

-I 0.0028 0.0192 2.8106

-1.8106

-1 0.0031 0.0213 3.l 186

-2.1186

-I 0.0030 0.0204 2.9887

-1.9887

-I 0.0031 0.0212 3.0917

-2.0917

-l 0.0032 0.0221 3.2288

-2.2288

-1 0.0026 0.0180 2.6270

-l.6270

-I 0.0004 0.0028 0.4121 0.5879

+I 0.0011 0.0079 1.1479

-0.1479

-1 0.0012 0.0083 1.2192

-0.2192

-1 0.0010 0.0071 1.0327

-0.0327

-1 0.0012 0.0086 1.2545

-0.2545

-1 0.0012 0.0086 1.2593

-0.2593

-1 0.0012 0.0082 1.1940

-0.1940

-I 0.0009 0.0060 0.8713 0.1287

+I 0.0008 0.0052 0.7591 0.2409

+I 0.0007 0.0051 0.7478 0.2522

+I 0.0007 0.0047 0.6841 0.3159

+I 0.0007 0.0048 0.6984 0.3016

+I 0.0007.

0.0050 0.7334 0.2666

+I 0.0007*

0.0048 0.7037 0.2963

+I 0.0007 0.0047.

0.6935 0.3065

+I 0.0006 0.0040 0.5860 0.4140

+I 0.0005*

0.0032 0.4748 0.5252

+l 0.0006' 0.0038 0.5598 0.4402

+I 0.0010 0.0069 l.0145

-0.0145

-l 0.0012.

0.0082 l.1914

-0.1914

-1 Q.0011 0.0074 l.0815

-0.0815

-I 0.0011 0.0073 1.0714

-0.0714

-1 0.0010 0.0069 l.0013

-0.0013

-I 0.0008 0.0056 0.8171 0.1829

+l 0.0007.

0.0046 0.6778 0.3222

+I 0.0007 0.0048 0.6993 0.3007

+I 0.0007 0.0049 0.7103 0.2897

+I 0.0007 0.0048 0.6985 0.3015

. +I 0.0007 0.0048 0.7038 0.2962

+I 0.0012 0.0082 l.2014

-0.2014 "I

0.0012 0.0083 1.2116

-0.2116

-I 0.0014 0.0097 1.4162

-0.4162

-I 0.0014 0.0098 1.4255

-0.4255

-l 0.0015 0.0101 1.4810

-0.4810

-I 0.0014 0.0097 1.4205

-0.4205

-l

. 0.0012 0.0083 l.2149

-0.2149

-I 0.0010 0.0070 1.0240

-0.0240

-1 0.0011 0.0077 1.1254

-0.1254

-I 0.0010 0.0069 l.0029

-0.0029

-I 0.0011 0.0.073 1.0604

-0.0604

-I 0.0011 0.0073 1.0693

-0.0693

-I 0.0011 0.0079 1.1586

-0.1586

-I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe S~ction Sump Co-60 SOF Section 04 to OA Sump Position 41 OA 0.0784 Section 04 to OA Sump Position 42 OA 0.0609 Section 04 to OA Sump Position 43 OA 0.0889 Section 04 to OA Sump Position 44 OA 0.073S Section 04 to OA Sump Position 4S OA 0.08SO Section 04 to OA Sump Position 46 OA 0.0883 Section 04 to OA Sump Position 47 OA 0.092S Section 04 to OA Sump Position 48 OA 0.086S Section 04 to OA Sump Position 49.

OA 0.076S Section 04 to. OA Sump Position SO OA 0.0719 Section 04 to OA Sump Position SI OA 0.0830 Section 04 to OA Sump Position S2 OA 0.0808 Section 04 to OA Sump Position S3 OA 0.1I13 Section 04 to OA Sump Position S4 OA 0.1I16 Section 04 to OA Sump Position SS OA 0.1I79 Section 04 to OA Sump Position S6 OA 0.1223 Section 04 to OA Sump Position S7 OA 0.1222 Section 04 to OA Sump Position S8 OA 0.12S3 Section 04 to OA Sump Position S9 OA 0.0617 Section 04 to OA Sump Position 60 OA 0.018S Section E4 to ES Position Zero OA 0.2218 Section E4 to ES Position I OA 0.2308 Section E4 to ES Position 2 OA 0.1266 Section E4 to ES Position 3 OA 0.1668 Section E4 to ES Position 4 OA 0.1621 Section E4 to ES Position S

• OA 0.1407 Section E4 to ES Position 6 OA 0.0998 Section E4 to ES Position 7 OA 0.0317 Section E4 to ES Position 8.

OA 0.1017 Section ES to Sump A Position 0 OA 0.12SS Section ES to Sump A Position 1

• OA 0.1270 Section ES to Sump N. Position 2 OA 0.1183 Section ES to Sump A Position 3 OA 0.1151 Section ES to Sump A Position 4 OA 0.1178 Section ES to Sump A Position S OA 0.1044 Section ES to Sump A Position 6 OA 0.1240 Section ES to Sump A Position 7 OA 0.1099 Section ES to Sump A Position 8 OA 0.1101 Section ES to Sump A Position 9 OA 0.1Sl0

• Section ES to Sump A Position l 0 OA 0.1221 Section ES to Sump A Position I I OA 0.0962 Section ES to Sump A Position 12 OA 0.0961 Section ES to Sump A Position 13 OA 0.1073 Section ES to Sump A Position 14 OA 0.1090 Section ES to Sump A Position IS OA 0.1233 Section E5 to Sump A Position I 6 OA 0.1221 Section ES to Sump A Position I 7 OA 0.1291 Section E5 to Sump A Position I 8 OA 0.1182 Section E5 to Sump A Position 19 OA 0.089S Section ES to Sump A Position 20 OA 0.0828 Section ES to Sump A Position 2 I OA 0.09S4 Section ES to Sump A Position 22 QA 0.0970 Section ES to Sump A Position 23 QA 0.1014 Section ES to Sump A Position ~4 DA 0.092S Section ES to Sump A Position 25 OA 0.1196 Cs-134 SOF 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0003 0.0002 0.0002 0.0002 0.0002 0.0002 0.0003 0.0003 0.0003 0.0003 '

0.0003 :

0.0003 0.0002 0.0001 0.0006 0.0006 0:0004 O.OOOS 0.0004 0.0004 0.0003 0.0001 0.0003 0.0003 0.0004 0.0003 0.0003 0.0003 0:0003 0.0003 0.00,03 0.0003 0:0004 0.0003 0.0003 0.0003 0.0093 0.0003 0.0003 0.0003 0.0004 0.0003 0.0002 0.0002 0.0003 0.0003 0.0003 0.0003 0.0003

[l 07]

Cs-137 SOF 0.9671 0.7SIS l.097S 0.907S 1.0494 1.0900 1.1412 1.0680 0.944S 0.8869 1.0249 0.9968 1.3740 L3769 l.4SS2 l.S094.

l.S077 l.S467 0.7620 0.228S 2.7371 2.8484

.l.S627 2.0S89 2:0007 1.7363 1.2320 0.3913

..l.2S48 l.S48S l.S67S L4S98 l.4201 l.4S4S 1.2886 l.S304 I.3S70 I.3S87 1.8639 1.5068 I. I 871 I. I 866 1.3242 l.34SS l.S222 l.S071 l.S938 l.4S85 1.1047 1.0214 1.1771 1.1974 l.2S20 l.1412 l.4763

• .~

ZIONSOLUTIONSuc

...... ~~~

Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF (Ws) 0.0010 0.0072 l.OS39

-O.OS39

-1 0.0008 O.OOS6 0.8190 0.1810

+I 0.0012 0.0082 1.1961 '

-0.1961

-1 0.0010 0.0068 0.9889 0.01 I I

+I 0.001 I 0.0078 1.1436

-0.1436

-I 0.0012 0.0081 1.1878

-0.1878

-I 0.0012 0.008S

• 1.2437

-0.2437

-1 0.0012 0.0080 1.1639

-0.1639

-I 0.0010 0.0070 1.0293

-0.0293

-I 0.0010 0.0066 0.966S 0.033S

+I 0.001 I 0.0076 1.1169

-0.1169

-1 0.0011 0.0074 1.0863

.-0.0863

-I O.OOIS 0.0102 1.4973

-0.4973

-I O.OOIS 0.0103 l.S006

-O.S006

-I 0.0016 0.0108 l.S8S8

-O.S8S8

-1

.0.0016 0.0113 1.6449

-0.6449

-I 0.0016

/ 0.0112 1.6431

-0.6431

-I 0.0017 0.01 IS l.68S6

-0.68S6 '

-I 0.0008 O.OOS7 0.830S 0.169S

+I 0.0002 0.0017 0.2490 0.7SIO

+I 0.0030 0.0204 2.982,8

-1.9828

-I 0.0031 0.0212 3.1042

-2.1042

-I 0.0017 0.0117 1.7030

-0.7030

-I 0.0022 0.0IS3 22437

-1.2437

-1 0.0022 0.0149 2.l 8Q4

-1.1804

-I 0.0019 0.0129 1.8922

-0.8922

-I 0.0013 0.0092 1.3426

-0.3426

-I 0.0004 0.0029 0.4264 O.S736

+I 0.0014 0.0094 1.3674

-0.3674

-I 0.0017 0.01 IS 1.6876

-0.6876

-I 0:0017 0.0117 1.7082

-0.7082

-I 0.0016 0.0109 l.S908

-O.S908

-I 0.0015 0.0106 1.5476

-0.5476

-I 0.0016 0.0108 l.S8Sl

-O.S85 I

-1 0.0014 0.0096 1.4043

-0.4043

-1 0.0017 0.0114 1.6678

-0.6678

-1 O.OOlS 0.0101 l.4788

-0.4788

-1 O.OOIS 0.0101 l.48Q7

-0.4807

-1 0.0020 0.0139 2.0313

-l.0313

-1 0.0016 0.0112 1.6421

-0.6421

-I 0.0013 0.0089 l.2937

-0.2937

-I 0.0013 0.0088 1.2932

-0.2932

-1 0.0014 0.0099 1.4431

-0.4431

-1 O.OOIS 0.0100 1.4663

-0.4663

-1 0.0016 0.0113 l.6S89

-0.6S89

-1 0.0016 0.0112 l.6424. -0.6424

-I 0.0017 0.0119 l.7369

-0.7369

-1 0.0016 0.0109 l.S894

-O.S894

~I 0.0012 0.0082 1.2039

-0.2039

-I 0.0011 0.0076 1.1130

-0.1130

-I 0.0013 0.0088 1.2828

-0.2828

-I 0.0013 0.0089 l.30SO

-OJOSO

-1 0.0014 0.0093 1.3644

-0.3644

-I 0.0012*

0.008S l.2436

-0.2436

-I 0.0016 0.0110 l.6089

-0.6089

-I

F.RS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Sect,ion Swnp-Co-60 SOF Section ES to Sump A Position 26 OA 0.1093 Section ES to Sump A Position 27 OA 0.129S Section ES to Sump A Position 28 OA 0.1409 Section ES to Sump A Position 29 OA O.l3S9 Section ES to Sump A Position 30 OA 0.1393 Section ES to Sump A Position 31 OA 0.1607 Section ES to Sump A Position 32 OA 0.1710 Section ES to Sump A Position 33 OA 0.17S6 Section ES to Sump A Position 34 OA O.l 7S4 Section ES to Sump A Position 3S OA 0.1686 Section ES to Sump A Position 36 OA O.IS44 Section ES to Sump A Position 37 OA 0.1Sl9 Section ES to Sump A Position 38 OA 0.1482 Section ES to Sump A Position 39 OA 0.1292 Section ES to Sump A Position 40 OA 0.1446 Section ES,to Sump A Position 41 OA 0.1378 Section ES to Sump A Position 42 OA O.lSOS Section ES to Sump A Position 43

• OA 0.1690 Section ES to Sump A Position 44 OA 0.1681 Section ES to Sump A Position 4S OA 0.1700 Section ES to Sump A Position 46 OA 0.1710 Section ES to Sump A Position 47 OA 0.1642 Section ES to Sump A Position 48 OA 0.1712 Section ES to Sump A Position 49 OA 0.1776 Section ES to Sump A Position SO OA 0.2064 Section ES to Sump A Position S l OA 0.2126 Section ES to Sump A Position S2 OA 0.22Sl Section ES to Sump A Position S3 OA 0.2320 Section ES to Sump A Position S4 OA 0.2376 Section ES to Sump A Position SS OA 0.23S6 Section ES to Sump A Position S6 OA 0.26S5 Section ES to Sump A Position S7 OA 0.3079 Section ES to Sump A Position S8 OA 0.28S9 Section ES to Sump A Position S9 OA 0.28S9 Section ES to Sump A Position 60 OA 0.2800 Section ES to Sump A Position 61 OA 0.2619 Section El to Main Header Position Zero OA 0.1Sl6 Section El to Main Header Position 1 OA 0.1Sl8 Section El to Main Header Position 2 OA 0.2574 Section El to Main Header Position 3 OA.

0.2749 Section El to Main Header Position 4 OA 0.2732 Section El to Main Header Position 5 OA 0.2466 Section E 1 to Main Header Position 6 OA 0.2538 Section E 1 to Main Header Position 7 OA 0.2543 Section El to Main Header Position 8 OA o.~394 Section El to Main Header Position 9 OA 0.2165 Section E 1 to Main Header Position l 0 OA 0.1782 Section E7 to Main Header Position 0 OA 0.2400 Section E7 to Main Header Position I OA 0.2327 Section E7 to Main Header Position 2 OA 0.2326 Section E7 to Main Header Position 3 OA 0.2780 Section E7 to Main Header Position 4 OA 0.3283 Section E7 to Main Header Position S OA 0.3346 Section E7 to Main Header Position 6 OA 0.3340 Section E2 to E7 Position 0 OA 0.2717 Cs+l34 SOF 0.0003 0.0004 0.0004 0.0004 0.0004 0.0004 O.OOOS o.ooos o.ooos 0.0005 0.0004 0.0004 0.0004 0.0004 0.0004 0.0004 0.0004 O.OOOS O.OOOS o.ooos o.ooos

' o.ooos

. O.OOOS

o.ooos*

. 0.0006 0.0006

. ' 0.0006

. 0.0006'

'0.0007 0.00071

. 0.0007 0.0009 0.0008*

0.0008 0.0008 0.0007 0.0004 0.0004 0.0007 0.0008 0.0008 0.0007 0.0007.

0.0007 0.0007:

'0.0006 0.0005 0.0007 0.0006 0.0006 0.0008 0.0009 0.0009 0.0009 0.0008

[108]

Cs-137

• SOF.

1.3496 l.S98S 1.7387 1.6771 1.7189 1.9838 2.1104

. 2.167S 2.1643 2.080S l.90S6 l.87Sl 1.8292 l.S946 1.7845 1.7008 l.8S76 2.0863 2.0746 2.0976 2.1109 2.0260 2.1134 2.1924 2.5474 2.6238 2.7779 2.8640 2.9328

.: ~.907S 3.2771 3.8003 3.S286 3.S283 3.4S61 3.2327 1.8713 1.8732 3.1774 3.3934 3.3723 3.0441 3.1326 3.1391 2.9548 2.6721 2.1990 2.9621 2.8727 2.8708 3.4308 4.051S 4.1294 4.1226 3.3S34

~

ZlONSOLUTIONSuc

Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF (Ws)

O.OOlS 0.0101 1.4708

-0.4708.

-1 0.0017 0.0119 1.7421

-0.7421

-1 0.0019 0.0130 1.8949

-0.8949

-I 0.0018 0.012S 1.8277

-0.8277

-I 0.0019 0.0128 1.8732

-0.8732

-1 0.0021 0.0148 2.1619

-1.1619

-1 0.0023 0.01S7 2.2999

-1.2999

-1 0.0023 0.0162 2.3621

-1.3621

-I 0.0023 0.0161 2.3S86

-1.3S86

-1 0.0022 O.OlSS 2.2673

-1.2673

-1 0.0021 0.0142 2:0767

-l.0767

-1 0.0020 0.0140 2.043S

-1.043S

-1 0.0020 0.0136 1.9934

-0.9934

-1 0.0017 0.0119 1.7377

-0.7377

-1 0.0019 0.0133 1.9447

-0.9447

-1 0.0018 0.0127 1.8S3S

-0.8S3S

-I 0.0020 0.0138 2.0244

-1.0244

-I 0.0023 0.0IS6 2.2736

-1.2736

-1 0.0022.

O.OlSS 2.2609

-l.2609

-1 0.0023 O.OlS6 2,2860

-1.2860

-1 0.0023 O.OIS7 2.300S. -l.300S

-I 0.0022 O.OlSl 2.2079

-l.2079

-I 0.0023 0.01S8 2.3031

-1.3031

-1 0.0024 0.0163 2.3893

-1.3893

-I 0.0028 0.0190 2.7761

-1.7761

-1 0.0028 0.0196 2.8S94

-l.8S94

-1 0.0030 0.0207 3.0273

-2.0273

-I 0.0031 0.0214 3.1212

-2.1212

-1 0.0032 0.0219

. 3.1961

-2.1961

-1 0.0031 0.0217 3.1685

-2. 168S

-1 0.003S 0.0244 3:S713

-2.S713

-1 0.0041 0.0283 4.1415

-3.141S

-1 0.0038 0.0263 3.84S4

-2.84S4

-1 0.0038 0.0263 3.84SI

-2.84Sl

-1 0.0037 0.02S8 3.7664

-2.7664

-I 0.003S 0.0241 3.523,0

-2.S230

-1 0.0020 0.0140 2.0393

-1.0393

-1 0.0020 0.0140 2.0413. -1.0413

-1 0.0034 0.0237 3.4626

-2.4626

-1 0:0037 0.0253 3.6981

-2.6981

~1 0.0036 0.02Sl 3.67Sl

-2.6751

-1 0.0.033 0.0227 3.3 I 71

-2.3 I 74

-1 0.0034 0.0234 3.4138

-2.4138

-1 0.0034 0.0234 3.4219

-2.4210

-1 0.0032 0.0220 3.2200

-2.2200

-I 0.0029 0.0199 2.9120

-l.9120

-1 0.0024 0.0164 2.396S

-1.396S

-I 0.0032 0.0221 3.2280

-2.2280

-I 0.0031 0.0214 3.1306

-2.1306

-1 0.0031 0.0214 3.1285

-2. 1285

-I 0.0037 0.0256 3.7389

-2.7389

-1 0.0044 0.0302 4.41S3

-3.4153

-1 0.004S 0.0308 4.S002

-3.5002

-1 0.004S 0.0307 4.4927

-3.4927

-1 0.0036 0.0250.

3.6S4S

-2.654S

-1

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Section E2 to E7 Position 1 OA 0.1040 Section E2 to E7 Position 2 OA 0.1079 Section E2 to E7 Position 3 OA 0.1854 Section F4 to F 14 Position Zero OA 0.2022 Section F4 to F 14 Position 1 OA 0.1290 Section F4 to F 14 Position 2 OA 0.0674 Section F4 to Fl4 Position 3 OA 0.0772 Section Fl4 to F Header Position Zero OA 0.1816 Section Fl 4 to F Header Position 1 OA 0.1451 Section F 14 to F Header Position 2 OA 0.0829 Section F 14 to F Header Position 3 OA 0.1386

. Section Fl4 to F Header Position 4 OA 0.1230 Section Fl4 to F Header Position 5 OA 0.1216 Section F 14 to F Header Position 6 OA 0.1225 Section F 14 to F Header Position 7 OA 0.0387 Section Fl 4 to F Header Position 8 OA 0.0225 Section F3 to F 13 Position Zero OA 0.0199 Section F3 to F 13 Position I OA 0.0116 Section F3 to Fl3 Position 2 OA 0.0388 Section F3 to Fl3 Position 3 OA 0.1329 Section F2 to Fl 1 Position Zero OA 0.2585 Section F2 to F 11 Position I OA 0.2348 Section F2 to F 11 Position 2 OA 0.1442 Section F2 to F 11 Position 3 OA 0.1223 Section Fl to F8 Position Zero OA 0.2810 Section Fl to F8 Position I OA 0.2205 Section FI to F8 Position 2 OA 0.1125 Section Fl to F8 Position 3 OA 0.3464 Section F 1 to F8 Position 4 OA 0.1966 Section Fl 0 to F8 Position 0 OA 0.1118 Section FIO to F8 Position 1 OA 0.0751 Section FI 0 to F8 Position 2 OA 0.0676 Section Fl 0 to F8 Position 3 OA 0.0818 Section FI 0 to F8 Position 4 OA 0.1113 Section Fl 0 to F8 Position 5 OA 0.1233 Section Fl 0 to F8 Position 6 OA 0.1410 Section F8 to A Sump Position 0 OA 0.2691 Section F8 to A Sump Position 1 OA 0.2661 Section F8 to A Sump Position 2 OA 0.1568 Section F8 to A Sump Position 3 OA 0.2588 Section F8 to A Sump Position 4 OA 0.2413 Section F8 to A Sump Position 5 OA 0.2296 Section F8 to A Sump Position 6 OA 0.2331 Section F8 to A Sump Position 7 OA 0.2628 Section F8 to A Sump Position 8 OA 0.2185 Section F8 to A Sump Position 9 OA 0.1613 Section F8 to* A Sump Position 10 OA 0.1115 Section F8 to A Sump Position 11 OA 0.0976 Section F8 to A Sump Position 12 OA 0.1482 Section F8 to A Sump Position 13 OA Section F8 to A Sump Position 14 OA 0.1066 Section F8 to A Sump Position 15 OA 0.1160 Section F8 to A Sump Position 16 OA 0.1836 Section F8 to A Sump Position 17 OA 0.1687 Section F8 to A Sump Position 18 OA 0.2420

.~

ZIONSOLUTIONSuc

M~~ll~

0.0003 1.2839 0.0014 0.0096 1.3991

-0.3991

-I 0.0003 1.3323 0.0014 0.0099 1.4519

-0.4519

-I 0.0005 2.2.889 0.0025 0.0171 2.4944

-1.4944

-I 0.0006 2.4953 0.0027 0.0186 2.7194

-1.7194

-I 0.0004 1.5927 Oc0017 0.0119 1.7357

-0.7357

-I 0.0002 0.8323 0.0009 0.0062 0.9070 0.0930

+I 0.0002 0.9534 0.0010 0.0071 1.0390

-0.0390

-I 0.0005 2.2410 0.0024 0.0167 2.4422

-1.4422

-I 0.0004 1.7914 0.0019 0.0134 1.9522

-0.9522

-1 0.0002 1.0234 0.0011 0.0076 1.1153

-0.1153

-1 0.0004

.. 1.7104 0.0018 0.0128 1.8639

-0.8639

-I 0.0003 1.5179 0.0016 0.0113 1.6542

-0.6542

-1 0.0003 1.5005 0.0016 0.0112 1.6352

-0.6352

-1 0.0003 1.5125 0.0016 0.0113 1.6483

-0.6483

~1 0.0001 0.4781 0.0005 0.0036 0.5211.

0.4789

+I 0.0001 0.2771 0.0003 0.0021 0.3020 0.6980

+I 0.0001 0.2460 0.0003 0.0018 0.2681 0.7319

+I 0.0000 0.1435 0.0002 0.0011 0.1564 0.8436

+I 0.0001 0.4792

.0.0005 0.0036 0.5222 0.4778

+I 0.0004 1.6401 0.0018 0.0122 1.7874

-0.7874

-I 0.0007 3.1904 0.0034 0.0238 3.4769

-2.4769

-I 0.0007 2.8979 0.0031 0.0216 3.1581

-2.1581

-1 0.0004 1.7796 0.0019 0.0133 1.9393

-0.9393

-1 0.0003 1.5100 0.0016 0.0113 1.6455

-0.6455

-I

. 0.0008 3.4677 0.0037 0.0259 3.7790

-2.7790

-I 0.0006 2.7213 0.0029 0.0203 2.9656

-1.9656

-I 0.0003.

1.3885 0.0015 9.0104 1.5131

-0.5131

-1 0.0010 4.2752 0.0046 0.0319 4.6590

-3.6590

-I 0.0005 2.4266 0.0026 0.0181 2.6445

-1.6445

-I 0.0003 1.3794 0.0015 0.0103 1.5032

-0.5032

-I 0.9265 0.0010 0.0069 1.0097

-0.0097

-I 0.0002 0.8345 0.0009 0.0062 0.9095 0.0905

+I 0.0002 1.0097 0.0011

. 0.0075 1.1004

-0.1004

-I 0.0003 1.3740 0.0015 0.0102 1.4973

-0.4973

-I 0.0003 1.5214 0.0016 0.0113 1.6580

-0.6580

-I 0.0004 1.7407 0.0019 0.0130 1.8970

-0.8970

-1 0.0007

. 3.3211 0.0036 0.0248 3.6192

-2.6192

-I 0.0007 3.2841 0.0035 0.0245 3.5790

-2.5790

-I 0.0004 1.9349 0.0021 0.0144 2.1086

-1.1086

-1 0.0007 3.1948 0.0035 0.0238 3.4816

-2.4816

-I 0.0007 2.9778 0.0032 0.0222 3.2452

-2.2452

-I 0.0006 2.8341 0.0031 0.0211 3.0886

-2.0886

-I 0:0006 2.8769 0.0031 0.0214 3.1352

-2.1352

-I 0.0007 3.2434 0.0035 0.0242 3.5346

-2.5346

-1 0.0006 2.6972 0:0029 0.0201 2.9393

-1.9393

-I 0.0004 1.9911 0.0022 0.0148 2.1699

-1.1699

-I 0.0003 1.3758 0.0015 0.0103 1.4994

-0.4994

-I 0.0003 1.2049 0.0013 0.0090 1.3131

-0.3131

-1 0.0004 1.8293 0.0020 0.0136 1.9935

-0.9935

-1 0,0004 1.7834 0.0019 0.0133 1.9435

-0.9435

-1 0.0003 1.3162 0.0014 0.0098 1.4344

-0.4344

-I 0.0003 1.4315 0.00'15 0.0107 1.5600

-0.5600

-1 0.0005 2.2655 0.0024 0.0169 2.4689

-1.4689

-1 0.0005 2.0823 0.0022 0.0155 2.2693'

-1.2693

-1 0.0007 2.9866 0.0032 0.0223 3.2547

-2.2547

-I

[109]

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60 SOF Section F8 to A Sump Position 19 OA 0.2229 Section F8 to A Sump Position 20 OA 0.2240 Section F8 to A Sump Position 21 OA 0.1815 Section F8 to A Sump*Position 22 OA 0.1492 Section F8 to A Sump Position 23 OA 0.1348 Section F8 to A Sump Position 24 OA 0.1644 Section F8 to A Sump Position 25 OA 0.1781 Sec.lion F8 to A Sump Position 26 OA 0.1975 Section F8 to A Sump Position 27 OA 0.2016 Section F8 to A Sump Position 28 OA 0.1082 Section F8 to A Sump Position 29 OA 0.0260 Section F8 to A Sump Position 30 OA 0.0181 Section F8 to A Sump Position 31 OA 0.0209 Section F8 to A Sump Position 32 OA 0.0139 Section Fl2 to FIO Header Position Zero OA 0.2364 Section F12 to FIO Header Position I OA 0.1255 Section Fl2 to FIO Header Position 2 OA 0.1161 Section Fl2 to FIO Header Position 3 OA 0.1023 Section Fl2 to FIO Header Position 4 OA 0.1674 Section Fl2 to FlO Header Position 5 OA 0.2362 Section Fl2 to FlO He'ader Position 6 OA

. 0.2072 Section Fl2 to FIO Header Position 7 OA 0.1661 Section Fl2 to FIO Header Position 8 OA 0.1643 Section Fl 2 to FlO Header Position 9 OA 0.2238 Section F12 to FlO Header Position 10 OA 0.2703 Section F12 to FIO Header Position 11 OA 0.20~8 Section G3 to G2 Position Zero OA 0.3737 Section G3 to G2 Position I OA 0.4277 Section G3 to G2 Position 2 OA 0.2582 Section G3 to G2 Position 3 OA 0.1704 Section G3 to G2 Position 4 OA 0.1441 Section G3 to G2 Position 5 OA 0.1497 Section G3 to G2 Position 6 OA 0.1944 Section G3 to G2 Position 7 OA 0.2496 Section G3 to G2 Position 8 OA 0.3680 Section G3 to G2 Position 9 OA 0.3641 Section G3 to G2 Position I 0 OA 0.3271 Section G3 to G2 Position' I I OA 0.2043 Section G3 to G2 Position 12 OA 0.1658 Section G3 to G2 Position 13 OA 0.1788 Section G3 to G2 Position 14 OA 0.2026 Section G2 to OA Sump 0 OA 0.2491 Section G2 to OA Sump 1 OA 0.2293 Section G2 to OA Sump 2 OA 0.2246 Section G2 to OA Sump 3 OA 0.2138 Section G2 to OA Sump 4 OA 0.2135 Section G2 to OA Sump 5 OA 0.1991 Section G2 to OA Sump 6 OA 0.2173 Section G2 to OA Sump 7 OA 0.2252 Section G2to OA Sump 8 OA 0.2529 Section G2 to OA Sump 9 OA 0.2712 Section G2 to OA Sump 10 OA 0.2011 Section G2 to OA Sump 11 OA 0.2317 Section G2 to OA Sump 12 OA 0.2525 Section G2 to OA Sump-13 OA 0.2182 Cs-134 SOF 0.0006 0.0006 0.0005 0.0004 0.0004 0.0005 0.0005 0.0005 0.0006 0.0003

_o.0001 0.0001 0.0001 0.0000 0.0007 0.0003 0.0003 0.0003 0.0005 0.0007 0.0006 0.0005 0:0005 0.0006 0.0008 0.0006.

0.0000 0.0000 0.0000 0:0000 0.0000 0.0000 0.0000 0.0000 0.0000

. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

().0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[110]

Cs-137 SOF 2.7513 2.7645 2.2405 1.8415 1.6635 2.0293 2.1984 2.4377 2.4881 1.3350 0.3207 0.2236 0.2580 0.1719 2.9183 1.5486 1.4335 1.2631 2.0658 2.9154 2.5568 2.. 0498 2.0278 2.7627

. 3.3360 2.5157 1.2835 1.4690 0.8869 0.5852 0.4949 0.5142 0.6676 0.8575 1.2641 1.2506 1.1234 0.7016 0.5694 0.6140 0.6960 0.8556 0.7876 0.7714 0.7342 0.7333 0.6837 0.7463 0.7737 0.8686 0.9315 0.6908 0.7960 0.8672 0.7495

~

ZIONSOLUTIONSuc

Ni-63 Sr-90 SOF l"Ws Sign SOF SOF (Ws) 0.0030 0.0205 2.9984

-1.9984

-I 0.0030 0.0206 3.0127

-2.0127

-1 0.0024 0.0167 2.4416

-1.4416

-I 0.0020 0.0137 2.0068

-1.0068

-I 0.0018 0.0124 1.8128

-0.8128

-I 0.0022 0.0151 2.2115

-1.2115

-I 0.0024 0.0164 2.3958

-1.3958

. -1 0.0026 0.0182 2.6566

-1.6566

-I 0.0027

. 0.0186 2.7115

-1.7115

-I 0.0014 0.0100 1.4548 c0.4548

-I 0.0003 0.0024 0.3495 0.6505

+I 0.0002 0.0017 0.2436 0.7564

+l 0.0003 0.0019 0.2811 0.7189

+I 0.0002 0.0013 0.1873 0.8127

+I 0.0032 0.0218 3.1804

-2.1804

-I 0.0017 0.0115 1.6876

-0.6876

!l 0.0015 0.0107 1.5622

-0.5622

-I 0.0014 0.0094 1.3765

~0.3765

-I 0.0022 0.0154 2.25J3

-1.2513

-I 0.0031 0.0217 3.1771

-2.1771

-1 0.0028 0.0191 2.7864

-1.7864

-1 0.0022 0.0153 2.2338

-1.2338

-I 0.0022 0.0151 2.2098

-1.2098

-I 0.0030 0.0206 3.0107

-2.0107

-1 0.0036 0.0249 3.6355

-2.6355

-I 0.0027 0.0188 2.7415

-1.7415

-1 0.0050 0.0096 1.6717

-0.6717

-I 0.0057 0.0110 1.9133

-0.9133

-1 0.0034 0.0066 1.1552

-0.1552

-I 0.0023 0.0044 0.7623 0.2377

+I 0.0019 0.0037 0.6447 0.3553

+I 0.0020 0.0038 o,6698 0.3302

+I 0.0026 0.0050 0.8695 0.1305

+I 0.0033 0.0064 1.1169

-0.1169

-1 0.0049 0.0094 1.6465

-0.6465

-I 0.0049 0.0093 1.6289

-0.6289

-1 0.0044 0.0084 1.4632

-0.4632

-1 0.0027 0.0052 0.9138 0.0862

+I 0.0022 0.0042 0.7416 0.2584

+I 0.0024

.0.0046 0.7997 0.2003

+I 0.0027 0.0052 0.9066 0.0934

-1;:1 0.0033 0.0064 1.1143

-0.1143

-1 0.0031 0.0059 1.0258

-0.0258

-I 0.0030 0.0058 1.0047

-0.0047

-I 0.0028 0.0055 0.9563 0.0437

+l 0.0028 0.0055 0.9551 0.0449

+I 0.0027 0.0051 0.8905 0.1095

+l 0.0029 0.0056 0.9720 0.0280

+l 0.0030 0.0058 1.0077

-0.0077

-I 0.0034 0.0065 1.1314

-0.1314

-I

. 0.0036 0.0069 1.2132

-0.2132

-1 0.0027 0.0052 0.8998 0.1002

+I 0.0031 0.0059 1.0367

-0.0367

-1 0.0034 0.0065 1.1296

-0.1296

-1 0.0029 0.0056 0.976.1 0.0239

+l

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A *

~

=ZIONSOLUTIONSuc-1";

• • ,*'.

    f~~lj

,

;;~,,:'.,,~EJ:1:?

v

.'*./:,':~,I";:::~.'.'... >

'Co~6oJ*. (,<;;s~J3:~~ *~.-~.s;B.'.~:.p ;,;.. :*;~Hi~.:.*-~ t.::s.r"9Q.:~:. :;:.*.;sqi;;::'.***l<.:1 *

.:ws~*\\ ;'Sign.~*.

1 e:.'i/;;::; *.*.*:.*,.:,~-

~J!r:'.'t:

1

.P,': '*'SOF'-', '".SOF

• fi: SOE : -:.SOF*'*" /*SOF *; *.. (Ws),;.f3f:c;;;:*:*:* 1s.?*(\\i/;;

Section G2 to OA Sump 14 OA 0.1430 0.0000 0.4910 0.0019 0.0037

• 0.6396 0.3604

+l Section G2 to OA Sump 15 OA 0.15 I 5 0.0000 0.5205 0.0020 0.0039 0.6779 0.322 I

+I Section G2 to OA Sump 16 OA 0.1228 0.0000 0.4218 0.0016 0.0031 0.5494 0.4506

+l SectionG2toOASump 17 OA 0.1654 0.0000 0.5682 0.0022 0.0042 0.7401 0.2599

+I Section G2 to OA Sump 18 OA 0.2758 0.0000 0.9472 0.0037 0.0071 1.2337

-0.2337

-1 Section G2 to OA Sump 19 OA 0.1856 0.0000 0.6374 0.0025 0.0048 0.8302 0.1698

+l Section G2 to OA Sump 20 OA 0.2104 0.0000 0.7228 0.0028 0.0054 0.9414 0.0586

+l Section G2 to OA Sump 21 OA

0. I 730 0.0000 0.5941 0.0023 0.0044 0.7737 0.2263

+I Section G2 to OA Sump 22 OA 0.1034 0.0000 0.3550 0.0014 0.0026 0.4624 0.5376

+I Section G2 to OA Sump 23 OA 0.1007 0.0000 0.3459 0.0013.

0.0026 0.4505 0.5495

+I Section G2 to OA Sump 24 OA 0.0790 0.0000 0.2714 0.0011 0.0020 0.3534 0.6466

+ 1 Section G2 to OA Sump 25 OA 0.1064 0.0000 0.3654 0.0014 0.0027 0.4760 0.5240

+I SectionG2toOASump26 OA 0.0748 0.0000 0.2570 0.0010 0.0019 0.3347

'0.6653

+I Section G2 to OA Sump 27 OA 0.0756 0.0000 0.2597 0.0010 0.0019 0.3383 0.6617

+l Section G2 to OA Sump 28 OA 0.7702 0.0000

.2.6454 0.0103 0.0197 3.4455

-2.4455

-I Section G4 to G Header Position 0 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-1 Section G4 to G Header Position I ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 2 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 3 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-1 Section G4 to G Header Position 4 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 5 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 6 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section d4 to G Header Position 7 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 8 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-1 Section G4 to G Header Position 9 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 10 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-1 Section G4 to G Header Position 11 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 12 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 13 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 14.ESTIMATE OA 0.7995 0.0000 2.7462 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position I 5 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 16 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 17 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 18 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107' 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 19 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I.

Section G4 to G Header Position 20 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107.

0.0205 3.5769

-2.5769

-1 Se.ction G4 to G Header Position 21 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 22 ESTIMATE OA 0.7995.

0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 23 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-1 Section G4 to G Header Position 24 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 25 ESTIMATE OA 0.7995 0:0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-1 Section G4 to G Header Position 26 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 27 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 28 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-1 Section G4 to G Header Position 29 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 30 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 3 I ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769. -2.5769

-1 Section G4 to G Header Position 32 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 33 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 34 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-1 Section G4 to G Header Position 35 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 36 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-I Section G4 to G Header Position 37 ESTIMATE OA 0.7995 0.0000 2.7462 0.0107 0.0205 3.5769

-2.5769

-1 Section HI to Sump A Position 0 OA

• 0.1317 0.0007 0.9625 0.0018 0.0072 1.1038

-0.1038

-I Section HI to Sump A Position 1 OA 0.0993 0.0005 0.7255 0.0013 0.0054 0.8320 0.1680

+I

[111]

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section.

Sump Co-60 SOF Section HI to Sump A Position 2 OA 0.0152 Section HI to Sump A Position 3 OA 0.0103 Section HI to Sump A Position 4 OA 0.0068 Section H2 to HI Position O OA 0.1495 Section H2 to HI Position I OA 0.1164 Section H2 to HI Position 2 OA 0.1177 Section H2 to HI Position 3 OA 0.1379 Section H2 to HI Position 4 OA 0.1669 Section H2 to HI Position 5 OA 0.2004 Section H2 to HI Position 6 OA 0.2499 Section H2 to HI Position 7 OA 0.2454.

Section H2 to HI Position 8 OA 0.2634 Section H2 to HI Position 9 OA 0.3193 Section H2 to HI Position I 0 OA 0.3401 Section H2 to HI Position 11 OA 0.1360 Section H2 to Hl Position 12 OA 0.0459 Section JI to Sump A Position 0 OA 0.1690 Section Jl to Sump A Position 1 OA 0.0415 Section Jl to Sump A Position 2 OA 0.0144.

Section Jl to Sump A Position 3 OA 0.0054 Section J 1 to Sump A Position 4 OA 0.0053 Section J4 to JI Position 0 OA 0.0906 Section J4 to JI Position 1 OA 0.0818 Section J4 to J 1 Position 2 OA 0.0784 Section J4 to Jl Positioi:i 3 OA 0.0834 Section J4 to Jl Position 4 OA

• 0.0779 Section J4 to Jl Position 5 OA 0.0638 Section J4 to J 1 Position 6 OA 0.0615 Section J4 to Jl Position 7 OA 0.0578 Section J4 to JI Position 8 OA 0.0536 Section J4 to J 1 Position 9 OA 0.1225 Section 14 to J 1 Position 10 OA 0.1716 Section J4 to J 1 Position 11 OA 0.1821 Section 14 to J 1 Position 12 OA 0.1807 Section 14 to JI Position 13 OA 0.2378 Section J4 to J 1 Position 14 OA 0.2797 Section 14 to Jl Position 15 OA 0.3267 Section 14 to Jl Position 16

• OA 0.3098 Section J4 to JI Position 17 OA 0.2967 Section J4 to JI Position 18 OA 0.3170 Section J4 to JI Position 19 OA 0.3236 Section J4 to J 1 Position 20 OA 0.2912 Section J4 to JI. Position 21 OA 0.2~79 Section 14 to JI Position 22 OA 0.2987 Section J4 tO J 1 Position 23 OA 0.3187*

Section 14 to J 1 Position 24 OA 0.3926 Section 14 to JI Position 25 OA 0.3570 Section J4 to J 1 Position 26 OA 0.3857 Section J4toJ1 Position 27 OA 0.4517 Section J4 to Jl Position 28 OA 0.3800 Section 14 to JI Position 29 OA 0.3718 Section J4 to JI Position 30 OA 0.3436 Section J4 to JI Position 31 OA 0.3635 Section J4 to JI Position 32 OA 0.3498 Section J4 to JI Position 33 OA 0.3500 Cs-134 SOF 0.0001 0.0001 0.0000 0.0008 0.0006 0.0006 0.0007 0.0009 0.0010 0.0013 0.0013 0.0014 0.0017 0.0018 0.0007 0.0002 '

0.0009 0.0002 0.0001 0.0000 0.0000 0.0005 '

0.0004 0.0004 '

0.0004 '

0.0004 0.0003 0.0003 0.0003 0.0003 0.0006 '

0.0009 '

0.0010 0.0009 0.0012 0.0015 0.0017 0.0016 0.0016 0.0017 0.0017 0.0015 0.0016 0.0016 0.0017 0.0021 0.0019 0.0020 0.0024 0.0020 0.0019 0.0018 0.001.9 0.0018 0.0018

[112]

Cs-137 SOF 0.1111 0.0753 0.0494 1.0923

.0.8506 0.8604 1.0078 1.2195 1.4644 1.8266 1.7932 1.9249 2.3332 2.4857 0.9941 0.3354 1.2351 0.3035 0.1050 0.0396 0.0389 0.6619 0.5980

. 0.5729 0.6097 0.5693

'0.4663 0.4495 0.4226

' 0.3916' 0.8953 1.2538 1.3306 1.3202' 1.7379 2.0443 2.3879 2.2637

. 2.1684 2.3164 2.3651 2.1279 2.1770 2.1828 2.3294 2.8694 2.6087 2.8185 3.3011 2.7772 2.7167 2.5109 2.6565 2.5563 2.5577.

~-

ZlONSOLUTIONSuc

ME'.llll!!jJ~~

NiC63 Sr-90 SOF

• 1-Ws Sign SOF SOF (Ws)

~

0.0002 0.0008 0.1274 0.8726

+l 0.0001 0.0006 0.0864 0.9136

+l 0.0001 0.0004 0.0567 0.9433

+1 0.0020 0.0081 1.2527

-0.2527

-1 0.0016 0.0063 0.9755 0.0245

+I 0.0016.

0.0064 0.9867 0.0133

+I 0.0018 0.0075 1.1557

-0.1557

-1 0.0022 0.0091 1.3986

-0.3986

-1 0.0027 0.0109 1.6794

-0.6794

-1 0.0033 0.0136' 2.0948

-1.0948

-1 0.0033, 0.0134 2.0565

-1.0565

-1 0.0035 0.0144 2.2075

-1.2075

-1 0.0043 0.0174 2.6758

'-1.6758

-1 0.0045 0.0185

. 2.8507

-1.8507

-1 0.0018 0.0074 1.1400

-0.1400

-1 0.0006 0.0025 0.3846 0.6154

+I 0.0023 0.0092 1.4164

-0,4164

-1 0.0006 0.0023 0.3481 0.6519

+l 0.0002 0.0008 0.1204 0.8796

+I 0.0001 0.0003 0.0454 0.9546

+l 0.0001 0.0003 0.0446 0.9554

+l 0.0012 0.0049 0.7591 0.2409 I

+l 0.0011 0.0045 0.6858 0.3142

+1 0.0010 0.0043 0.6570 0.3430

+I 0.0011 0.0045 0.6992 0.3008

+1 0.0010 0.00~2 0.6529 0.3471

+1 0.0009 0.0035 0.5347 0.4653

+1 0.0008 0.0034 0.5155 0.4845

+l 0.0008 0.0032 0.4847 0.5153

+l 0.0007 0.0029 0.4491 0.5509

+l 0.0016 0.006(

1.0267

-0.0267

-1 0.0023 0.0093 1.4378

-0.4378

-1 0.0024 0.0099 1.5260

-0.5260

-I 0.0024 0.0098 1.5141

-0.5141

-1 0.0032 0.0130 1.9930

-0.993.0

-1 0.0037 0.0152 2.3445

-1.3445

-1 0.0044 0.0178 2.7385

-1.7385

-1 0.0041 0.0169 2.5960

-1.5960

-1 0.0040 0.0162 2.4868

-1.4868

-1 0.0042 0.0173 2.6566

-1.6566

-1 0.0043 0.0176 2.7124

-1.7124

-1 0.0039 0.0159 2.4404

-1.4404

-1 0.0040 0.0162 2.4967

-1.4967

-1 0.0040 0.0163 2.5033

-1.5033

-1 0.0042 0.0174 2.6714

-1.6714

-1 0.0052 0.0214 3.2908

-2.2908

-1 0.0048 0.0194 2.9917

-1.9917

-1 0.0051 0.0210 3.2323

-2.2323

-1 0.0060 0.0246 3.7858

-2.7858

-I 0.0051 0.0207 3.1849

-2.1849

-1 0.0050 0.0203 3.1156

-2.1156

-I 0.0046 0.0187 2.8796

-1.8796

-I

.0.0048 0.0198 3.0466

-2.0466

-I 0.0047 0.0191 2.9316

-1.9316

-I 0.0947 0.0191 2.9332

-1.9332

-1

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60 SOF Section J4 to JI Position 34 OA 0.0791 Section J2 to JS Position 0 OA O.OSS7 Section J2 to JS Position I OA 0.02~1 Section J2.to JS Position 2 OA 0.0617 Section J2 to JS Position 3 OA 0.1249 Section J2 to JS Position 4 OA 0.0794 Section J2 to JS Position S OA.

O.OS77 Section J2 to JS Position 6 OA 0.0348 Section J2 to JS Position _7 OA 0.0213 Section JS to Header Position Zero OA 0.0626 Section JS to Header Position I OA O.OS80 Section JS to Header Position 2 OA 0.0722 Section JS to Header Position 3 OA 0.0731 Section JS to Header Position 4 OA 0.0610 Section JS to Header Position S OA 0.0606 Section JS to Header Position 6 OA 0.0610 Section JS to Header Position 7 OA 0.0499 Section JS to Header Position 8 OA 0.0410 Section JS to Header Position 9 OA 0.0122 Section JS to *Header. Position 10 OA 0.0169 Section Kl to Sump A Position Zero OA 0.0846 Section Kl to Sump A Position 1 OA 0.1621 Section Kl to Sump A Position 2 OA 0.0217 Section Kl to Sump A Position 3 OA 0.0762 Sump A to Section K2 Position Zero OA 0.327S Sump A to Section K2 Position I OA 0.3314 Sump A to Section K2 Position 2 oA

. 0.2941 Sump A tb Section K2 Position 3 OA 0.2676 Sump A to Section K2 Position 4 OA 0.2920 Sump A to Section K2 Position S OA 0.28SO Sump A to Section K2 Position 6 OA 0.2806 Sump A to Section K2 Position 7 OA 0.2682 Sump A to Section K2 Position 8 OA 0.2829 Sump A to Section K2 Position 9 OA 0.2639 Sump.A to Section K2 Position 10 OA 0.2462 Sump A to Section K2 Position 11 oA 0.2668 Sump A to Section K2 Position 12 OA 0.274S Sump A to Section K2 Position 13 OA 0.2.603 Sump A to Section K2 Position 14 OA 0.2307 Sump A to Section K2 Position lS OA 0.2466 Sump A to Section K2 Position 16 OA 0.2408 Sump A to Section K2 Position 17 OA 0.2343 Sump A to Section K2 Position 18 OA 0.1019 Sump A to Section K2 Position 19 OA 0.0666 Sump A to Section K2 Position 20 OA 0.0457 Section A2 to Al Position 0 0)3 0.3696 Section A2 to Al Position I OB 0.4023 Section A2 to Al Position 2 OB 0.3731 Section A2 to Al Position 3 OB 0.388S Section A2 to A 1 Position 4 OB 0.4017 Section A2 to A 1 Position S OB 0.3973 Section A2 to A 1 Position 6 OB 0.4068 Section A2 to Al Position 7 OB 0.4020 Section A2 to Al Position 8 OB 0.3754 Section A2 to Al Position 9 OB 0.4034 Cs-134 SOF 0.0004 0.0003 0.0001 0.0003 0.0007 0.0004 0.0003 0.0002 0.0001 0.0003 0.0003 0.0004 0.0004 0.0003

• 0.0003 0.0003 0.0003 0.0002 0.0001, 0.0001 0.0002 0.0004 0.0001 0.0002 0.0009 0.0009.

0.0008 0.0007 0.0008 0.0008 0.0008 0.0007 0.0008 0.0007 0.0007 0.0007 0.0008 0.0007 0.0006 0.0007 0.0007 0.0007 0.0003 0.0002 0.0001 0.0000 0.0000 0.0000 0.0000 o.ooqo 0.0000 0.0000 0.0000 0.0000 0.0000

[113]

Cs-137 SOF O.S784 0.4071 0.1834 0.4Sl2 0.912S O.S800 0.4219 0.2S42 O.ISS8 0.4S71 0.4240 O.S273 O.S341 0.44SS 0.4431 0.4460 0.36SO 0.2997 0.0888 0.1233 1.0447 2.0009 0.2674 0.9401 4.0424 4.0907 3.6297 3.3023 3.6034 3.Sl74 3.4633 3.3107 3.4922 3.2S71 3.038S 3.293S 3.3874 3.2123 2.8470.

3.0439 2.9722 2.891S l.2S81 0.822S 0.5642 0.2887

. 0.3143 0.291S 0.303S 0.3138 0.3103 0.3178 0.3140 0.2933 0.3152

~

ZlONSOLUTIONSuc

M£'*'h~~

Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF (Ws) 0.0011 0.0043 0.6633 0.3367

+l 0.0007 0.0030 0.4669 O.S331

+I 0.0003 0.0014 0.2103 0.7897

+I 0.0008 0.0034 O.Sl74 0.4826

+l 0.0017 0.0068 1.0464

-0.0464

-1 0.0011 0.0043

. 0.66SI 0.3349

+I 0.0008 0.0031 0.4839 O.Sl61

+I o.ooos 0.0019 0.2916 0.7084

+I 0.0003 0.0012 0.1786 0.8214

+l 0.0008 0.0034 O.S242 0.47S8

+l 0.0008 0.0032 0.4863

• o.s 137

+l 0.0010 0.0039 0.6048 0.39S2

+l 0.0010 0.0040 0.6126 0.3874

+l 0.0008 0.0033 O.SI09 0.4891

+I-0.0008 0.0033 O.S082 0.4918

+l 0.0008.

0.00~3

. O.Sl IS 0.488S

+I 0.0007 0.0027 0.4186

'O.S814

+I o.ooos 0.0022 0.3438 0.6S62

+I 0.0002 0.0007 0.1019 0.8981

+I 0.0002 0.0009 0.1413

'0.8S87

+I 0.0011 0.0078 1.1385

-0.138S

-1 0.0022 0.0149 2.1806

-1.1806

-1 0.0003 0.0020 0.2914 0.7086

+l 0.0010 0.0070 1.0246

-0.0246

-1 0.0044 0.0301 4.40S3

-3.40S3

-I 0.0044. 0.030S 4.4S80

-3.4S80

-1 0.0039 0.0271 3.9SS6

-2.9SS6

-I 0.0036 0.0246 3.S988

-2.S988

-I 0.0039 0.0269 3.9270

-2.9270

-1 0.0038 0.0262 3.8332

.-2.8332

-1 0.0037 0.02S8 3.7743

-2.7743

-I 0.0036 0.0247 3.6079

-2.6079

-1 0.0038.

0.0260 3.8057

-2.8057

-1 0.003S 0.0243 3.S49S

-2.S49S

-I

. 0.0033 0.0227 3.3113

-2.3113

-I 0.0036 0.0246 3.S892

-2.S892

-1 0.0037 0.02S3 3.691S

'-2.6915

-1 0.003S 0.0239 3.5007

-2.S007

-I 0.0031 0.0212 3.1026

-2.1026

-1 0.0033 0.0227 3.3172

-2.3172

-I 0.0032 0.0222 3.2390

-2.2390

-I 0.0031 0.0216 3.ISl I

-2.IS l l

-1 0.0014 0.0094 1.3710

-0.3710

-1 0.0009 0.0061 0.8963 0.1037

+l 0.0006 0.0042 0.6148 0.38S2

+l 0.0049 0.0022 0.66S4 0.3346

+l O.OOS4 0.0023 0.7243 0.27S7

+I o.ooso 0.0022 0.6717 0.3283

+l O.OOS2 0.0023 0.6994 0.3006

+I 0.00S4 0.0023 0.7233 0.2767

+l

O.OOS3 0.0023 0.71S2 0.2848

+I

O.OOS4 0.0024 0.732S 0.267S

+l O.OOS4 0.0023 0.7237 0.2763

+I o.ooso 0.0022 0.67S9 0.3241

+l O.OOS4 0.0023 0.7263 0.2737

+l

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60 SOP Section A2 to A I Position I 0 OB 0.3922 Section A2 to Al Position 11 OB 0.4392 Section A2 to A I Position 12 OB 0.4505 Section A2 to Al Position 13 OB 0.4565 Section A2 to Al Position 14 OB 0.4306 Section A2 to Al Position 15 OB 0.4364 Section A2 to Al Position 16 OB 0.4373 Section A2 to Al Position 17 OB 0.4133 Section A2 to A I Position 18 OB 0.4220 Section A2 to A I Position 19 OB 0.3893 Section A2 to Al Position 20 OB' 0.3552 Section A2 to Al Position 21 OB 0.3586 Section A2 to Al Position 22 OB 0.4081 Section A2 to Al Position 23 OB 0.4119 Section A2 to Al Position 24 OB 0.3301 Section A2 to Al Position 25 OB 0.3123 Section A2 to A I Position 26 OB 0.3101 Section A2 to Al Position 27 OB 0.3220 Section A2 to Al Position 28 OB 0.3548 Section A2 to Al Position 29 OB 0.3824 Section A2 to A I Position 30 OB 0.4201

• Section A2 to A I Position 31 OB 0.4063 Section A2 to A 1 Position 32 OB 0.3831 Section A2 to Al Position 33 OB 0.3743 Seciion A2 to Al Position 34 OB 0.3759 Section A2 to Al Position 35 OB

. 0.3629 Section A2 to A 1 Position 36 OB 0.3350 Section A2 to Al Position 37 OB 0.3492 Section A2 to A I Position 38 OB 0.3201 Section A2 to Al Position 39 OB 0.3504 Section A2 to A 1 Position 40 OB 0.3693 Section A2 to Al Position 41 OB 0.3837 Section A2 to A I Position 42 OB 0.3691 Section A2 to Al Position 43 OB 0.3302 Section A2 to Al Position 44 OB 0.3119 Section A2 to Al Position 45 OB 0.2217 Section A2 to Al Position 46 OB

. 0.176(

Section A2 to A 1 Position 4 7 OB 0.1791 Section A2 to Al Position 48,

OB 0.1749 Section A2 to Al Position 49 OB 0.2068 Section A2 to Al Position 50 OB 0.2516 Section A2 to A 1 Position 51 OB 0.2937 Section A2 to Al Position 52 OB 0.2981 Section A2 to A 1 Position 53 OB 0.3118 Section A2 to Al Position 54 OB 0.3402 Section A2 to Al Position 55 OB 0.3202 Section A2 to Al Position 56 OB 0.3247 Section A2 to Al Position 57 OB 0.3052 Section A2 to Al Position 58 OB 0.2042 Section A2 to Al Position 59 OB 0.2039 Section A2 to Al Position 60 OB 0.2982 Section A2 to Al Position 61 OB 0.2771 Section A2 to Al Position 62 OB 0.3247 Section A2 to Al Position 63 OB 0.3283 Section A2 to Al Position 64 OB 0.4133 Cs-134 SOP 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 '

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[114]

Cs-137 SOF 0.3064 0.3431 0.3520 0.3567 0.3364 0.3409 0.3416 0.3229 0.3297 0.3041 0.2775 0.2802 0.3188 0.3218 0.2579' 0.2440 0.2423 0.2516 0.2772 0.2987

' 0.3282 0.3174 0.2993' 0.2924 0.2937 0.. 2835 0.2617

.0.2728 0.2500 0.2737 0.2885

. 0.2998 0.2884 0.2580

',0.2437 0.1732 0.1381 0.1399 0.1366

'0.1616 0.1966 0.2295 0.2329 0.2436

' 0.2657 0.2501

' 0.2537 0.2384 0.1595 0.1593 0.2329 0.2165 0.2536

'0.2564 0.3229

~

ZIONSOLUTIONSuc

M~~~

Ni-63 Sr~90 SOP 1-Ws Sign SOE

.SOP (Ws) 0.0052 0.0023 0.7062 0.2938

+I 0.0059 0.0026 0.7907 0.2093

+I 0.0060 0.0026 0.8111 0.1889

+I 0.0061 0.0027 0.8219 0.1781

+I 0.0057 0.0025 0.7753 0.2247

+l 0.0058 0.0025 0.7856 0.2144.

+I 0.0058 0.0025 0.7873 0.2127

+I 0.0055 0.0024

. 0.7441 0.2559

+I 0.0056 0.0025 0.7598 0.2402

+l 0.0052 0.0023 0.7009 0.2991

+I 0.0047 0.0021 0.6396 0.3604

+I 0.0048 0.0021 0.6457 0.3543

+I 0.0054 0.0024 0.7347 0.2653

+I 0.0055 0.0024 0.7416 0.2584

+I 0.0044 0.0019 0.5944 0.4056

+I 0.0042 0.0018 0.5623 0.4377

+I 0.0041 0.0018 0.5583 0.4417

+I 0.0043 0.0019 0.5798 0.4202

+I 0.0047 0.0021 0.6388 0.3612

+I 0.0051 0.0022 0.6885 0.3115

+I 0.0056 0.0024 0.7563 0.2437

+I 0.0054.

0.0024 0.7315 0.2685

+I 0.0051 0.0022 0.6898 0.3102.

+l 0.0050 0.0022 0.6738 0.3262

+I 0.0050 0.0022 0.6768 0.3232

+l 0.0048 0.0021 0.6533 0.3467

+l 0.0045 0.0020 0.6031 0.3969

+l 0.. 0047 0.0020 0.6288 0.3712

+l 0.0043 0.0019 0.5762 0.4238

+I 0.0047 0.0020 0.6309 0.3691

+l 0.0049 0.0022 0.6648 0.3352

+I 0.0051 0.0022 0.6909 0.3091

+l 0.0049 0.0022 0.6646 0.3354

+I 0.0044 0.0019 0.5945 0.4055

+l 0.0042 0.0018 0.5616 0.4384

+l 0.0030 0.0013 0.3992 0.6008

+l 0.0024 0.0010 0.3182 0.6818

+l 0.0024 0.0010 0.3224 0.6776

+l 0.0023 0.0010 0.3148 0.6852

+l 0.0028 0.0012 0.3723 0.6277

+l 0.0034 0.0015 0.4530 0.5470

+l 0.0039 0.0017, 0.5288 0.4712.

+l 0.0040 0:0017 0.5367 0.4633

+l 0.0042 0.0018 0.5614 0.4386

+I 0.0045 0.0020 0.6124 0.3876

+l 0.0043 0.0019 0.5765 0.4235

+I 0.0043 0.0019 0.5846 0.4154

+I 0.0041 0.0018 0.5494 0.4506

+l 0.0027 0.0012 0.3677 0.6323

+I 0.0027 0.0012 0.3671 0.6329

+I 0.0040 0.0017 0.5368 0.4632

+I 0.0037 0.0016 0.4988 0.5012

+I 0.0043 0.0019 0.5845 0.4155

+I 0.0044 0.0019 0.5910 0.4090

+I 0.0055 0.0024 0.7442 0.2558

+I

. FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co~60 SOF Section A2 to Al Position 65 OB 0.3843 Section A2 to Al Position 66 OB*

0.3591 Section A2 to A 1 Position 67 OB 0.3495 Section A2 to Al Position 68 OB 03240 Section A2 to A 1 Position 69 OB 0.2724 Section A2 to Al Position 70 OB 0.2565 Section A2 to Al Position 71 I OB 0.2321 Section A2 to Al Position 72 I OB 0.2343 Section A2 to Al Position 73 OB 0.2201 Section A2 to Al Position 74 OB 0.0742 Section A2 to Al Position 75 OB 0.0415 Section A2 to Al Position 76 OB 0.0397 Section A2 to Al Position 77 OB*

0.0552 Section A2 to Al Position 78 OB

.* 0.0435 Section A2 to Al Position 79 OB 0.4038 Section A2 to Al Position 80 OB 0.3891 Section A2 to Al Position 81 OB 0.3834 Section A2 to A I Position 82 OB 0.3846 Section A2 to Al Position 83 OB 0.3764 Section A2 to Al Position 84 OB 0:3788 Section A2 to A I Position 85 OB 0.4261 Section A2 to Al Position 86 OB 0.4311 Section A2 to Al Position 87 OB 0.4196 Section A2 to Al Position 88 OB 0.4563 Section A2 to Al Position 89 OB 0.4499 Section A2 to Al Position 90 OB 0.4069 Section A2 to Al Position 91 OB 0.3858 Section A2 to A 1 Position 92 OB 0.3983 Section A2 to A I Position 93 OB 0.3672 Section A2 to Al Position 94 OB 0.4041 Section A2 to Al Position 95 OB 0.4046 Section A2 to Al Position 96 OB 0.4419 Section A2 to A 1 Position 97 OB 0.4313 Section A2 to Al Position 98 OB 0.4343 Section A2 to Al Position 99 OB 0.4081 Section A2 to A 1 Position 100 OB 0.3950 Section A2 to A 1 Position* 101 OB 0.3871 Section A2 to Al Position 102 OB 0.3777 Section A2 to Al Position 103 OB 0.3867 Section A2 to A 1 Position 104.

OB 0.4137 Section A2 to Al Position 105 OB 0.4493 Section A2 to Al Position 106

'OB 0.5141 Section A2 to A 1 Position 107 OB 0.5212 Section A2 to Al Position 108 OB 0.5808 Section A2 to A 1 Position 109 OB 0.5403 Section A2 to Al Position 110 OB 0.5689 Section A2 to Al Position 111 OB 0.6221 Section A2 to Al Position 112 OB 0.5690 Section A2 to Al Position 113 OB 0.5752 Section A2 to Al Position 114.

OB 0.6067 Section A2 to A 1 Position 115 OB 0.6151 Section A2 to Al Position 116 OB 0.6080 Section A2 to Al Position 117 OB 0.6657 Section A2 to Al Position 118 OB 0.7445 Section A2 to Al Position 119 OB 0.7569 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0'.0000 0.0000 0.0000 Q.0000 0.0000 0.0000 0.0000 '

0.0000 Ci.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[115]

Cs-137 SOF 0.3002 0.2806 0.2731 0.2532 0.2128 0.2004 0.1813 0.1831 0.1719 0.0580 0.0324 0.0310 0.0431 0.0340 0.3155 0.3040 0.2995 0.3005 0.2941 0.2959 0.3329 0.3368 0.3278 0.3565 0.3515 0.3179 0.3014

'.0.3111 0.2869 0.3157 0.3161 0.3452 0.3370 0.3393 0.3188 0.3086 0.3024 0.2950 0.3021 0.3232 0.3510 0.4016 0.4072 0.4538 0.4221 0.4445 0.4860 0.4445 0.4493 0.4739 0.4805 0.4750 0.5201 0.5817 0.5913

~

ZIONSOLUTIONSuc

MC-:,~~

Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF (Ws) 0.0051 0.0022 0.6918 0.3082

+l 0.0048 0.0021 0.6466 0.3534

+l 0.0047 0.0020 0.6293 0.3707

+I 0.0043 0.0019 0.5834 0.4166

+l 0.0036 0.0016 0.4904 0.5096

+I 0.0034 0.0015 0.4618 0.5382

+l 0.0031 0.0014 0.4178 0.5822

+I 0.0031 O.OQ14 0.4219 0.5781

+I 0.0029 0.0013 0.3962 0.6038

+I 0.0010 0.0004 0.1336 0.8664

+I 0.0006 0.0002 0.0747 0.9253

+I 0.0005 0.0002 0.0715 0.9285

+l 0.0007 0.0003 0.0994 0.9006

+l 0.0006 0.0003 0.0784 0.9216

+l 0.0054 0.0024 0.7270 0.2730

+l 0.0052 0.0023 0.7006 0.2994

+l 0.0051 0.0022 0.6902 0.3098

+l 0.0051 0.0022 0.6925 0.3075

+l 0.0050 0.0022 0.6777 0.3223

+l 0.0051 0.0022 0.6820 0.3180

+l 0.0057 0.0025 0.7671 0.2329

+l 0.0057 0.0025 0.7762 0.2238

+l.

0.0056 0.0024 0.7554 '

0.2446

+l 0.0061 0.0027 0.8215 0.1785

+l 0.0060 0.0026 0.8101 0.1899

+I 0.0054 0.0024 0.7326 0.2674

+l 0.0051' 0.0022 0.6946 0.3054

+l 0.0053 0.0023 0.7171 0.2829

+l 0.0049 0.0021 0.6612 0.3388

+I 0.0054 0.0024 0.7276 0.2724

+l 0.0054 0.002~

0.7285 0.2715

+I 0.0059 0.0026 0.7956 0.2044

+I 0.0058 0.0025 0.7766 0.2234

+I 0.0058 0.0025 0.7819 0.2181

+l 0.0054 0.0024 0.7347 0.2653

+l 0.0053 0.0023 0.7111 0.2889

+I 0.0052 0.0023

'0.6970 0.3030

+I 0.0050 0.0022 0.6800 0.3200

+I 0.0052 0.0023 0.6963 0.3037

+I I 0.0055 0.0024 0.7449 0.2551

+I 0.0060 0.0026 0.8088 0.1912

+l 0.0069 0.0030 0.9256 0.0744

+I 0.0069 0.0030 0.9384 0.0616

+l 0.0077 0.0034 1.0457

-0.0457

-1 0.0072 0.0031 0.9728 0.0272

+l 0.0076 0.0033 1.0243

-0.0243

-1 0.0083 0.0036 1.1201

-0.1201

-1 0.0076 0.0033 1.0243

-0.0243

-1 0.0077 0.0033 1.0355

-0.0355

-1 0.0081 0.0035 1.0922

-0.0922

-1 0.0082 0.0036 1.1075

-0.1075

-I 0.0081 0.0035 1.0947

-0.0947

-I 0.0089 0.0039 1.1986

-0.1986

-I 0.0099 0.0043 1.3405

-0.3405

-I 0.0101 0.0044 1.3628

-0.3628

-1

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60 SOF Section A2 to Al Position 120 OR 0.7727 Section A2 to Al Position 121 OB 0.7902 Section A2 to Al Position !'22 OB 0.7892 Section A2 to Al Position 123 OB 0.8319 Section A2 to Al Position 124 OB 0.8443 Section A2 to A 1 Position l 2S OB 0.79S9 Section A2 to Al Position 126 OB 0.7708 Section A2 to Al Position 127 OB 0.6478 Section A 1 to Sump B Position 0 OB 0.1S68 Section Al to Sump B Position 1 OB 0.2S82 Section Al to Sump B Position 2 OB 0.3462 Section Al to Sump B Position 3 OB 0.3108 Section Al to Sump B Position 4 OB 0.3113, Section Al to Sump B Position S OB

. 0.314S Section A 1 to Sump B Position 6 OB 0.3S83 Section Al to Sump B Position 7 OB 0.3280 Section A 1 to Sump B Position 8 OB 0.3223 Section Al to Sump B Position 9 OB 0.2668 Section Al to Sump B Position 10 OB 0.0842 Section BS to B4 Position Zero OB 0.14S7 Section BS to B4 Position 1 OB 0.1774

• Section BS to B4 Position 2 OB 0.1447 Section BS to B4 Position 3 OB 0.1864 Section BS to B4 Position 4 OB 0.1S6S Section BS to B4 Position S:

OB 0.1498 Section BS to B4 Position 6 OB 0.126S Section BS to B4 Position 7 OB 0.1600 Section BS to B4 Position 8 OB 0.1S60 Section BS to B4 Position 9 OB 0.0771 Section BS to B4 Position I 0 OB O.OS49 Section BS to B4 Position 11 OB 0.0413 Section BS to B4 Position 12 OB 0.0637 Section BS to B4 Position 13 OB O.l 1S2 Section BS to B4 Position 14 OB 0.1232 Section BS to B4 Position l S OB 0.0900 Section BS to B4. Position 16 OB 0.1146 Section BS to B4 Position 17 OB 0.1323 Section BS to B4 Position 18 OB O.OS40 Section BS to B4 Position 19 OB 0.014S Section BS to B4 Position 20 OB 0.0087 Section BS to B4 Position 21

• OB 0.0128 Section BS to B4 Position 22 OB

. 0.0078 Section B4 to B3 Position 0 OB O.OSll Section B4 to B3 Position 1 OB O.OS78 Section B4 to B3 Position 2 OB 0.1182 Section B4 to B3 Position 3 OB 0.1907 Section B4 to B3 Position 4 OB 0.1982 Section B4 to B3 Position S OB 0.1779 Section B4 'to B3 Position 6 OB 0.1704 Section B4 to B3 Position 7 OB 0.1473 Section B4 to B3 Position 8 OB 0.1376 Section B4 to B3 Position 9 OB 0.1698 Section B4 to B3 Position 10 OB 0.19S6 Section B4 to B3 Position 11 OB 0.1380

• Section B4 to B3 Position 12 OB 0.1842 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000*

0.0000 0.0000.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.,0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[116]

Cs-137

• SOF 0.6037 0.6173 0.6166 0.6499 0.6S96 0.6218 0.6022 O.S061 0.122S 0.2017 0.270S 0.2428 0.2432 0.24S7 0.2799 0.2S62 0.2S l 8 0.2084 0.06S8 0.1138 0.1386 0.1130 0.14S6 0.1222 0.1170 0.0988 0.12SO 0.1219 0.0602 0.0429 0.0323 0.0498 0.0900 O.Q962 0.0703 0.089S 0.1034 0.0422 0.0114 0.0068 0.0100 0.0061.

0.0399 0.04SI 0.0923 0.1490 0.1S48 0.1389 0.1331 0.1 lSl 0.107S 0.1326 0.1528 0.1078 0.1439

~

ZIONSOLUTIONSuc

MFIWVJ~~

Ni-63 Sr790 SOF 1-Ws Sign SOF SOF (Ws)

• 0.0103 0.004S 1.3912

-0.3912

-1 O.OlOS 0.0046 1.4226

-0.4226

-1 O.OlOS 0.0046 1.4209

'-0.4209

-1 0.0111 0.0048 1.4978

-0.4978

-I 0.0113 0.0049 1.S200

-0.S200

-1 0.0106 0.0046 1.4330

-0.4330

-1 0.0103 0.004S 1.3877

-0.3877

-I 0.0086 0.0038 1.1662

-0.1662

-1 0.0021 0.0009.

0.2823 0.7177

+l 0.0034 O.OOlS 0.4649 0.S3Sl

+l

,0.0046 0.0020 0.6234 0.3766

+I 0:0041 0.0018.

O.SS96 0.4404

+l 0.0042 0.0018 O.S60S 0.439S

+l 0.0042 0.0018 O.S662 0.4338

+I 0.0048 0.0021 0.64Sl 0.3S49

+l

'0.0044 0.0019 0.S90S 0.409S

+l 0.0043 0.0019 O.S802 0.4198

+l 0.0036 0.0016 0.4804 0.Sl96

+l 0.0011 O.OOOS O.l Sl6 0.8484

+l 0.0019 0.0008 0.2623 0.7377

+1 0.0024 0.0010 0.3194 0.6806

+l 0.0019 0.0008 0.260S 0.739S

+l 0.002S

. 0.0011 0.33S6 0.6644

+l 0.0021 0.0009 0.2817 0.7183

+I

. 0.0020 0.0009 0.2696 0.7304

+l 0.0017 0.0007 0.2277 0.7723

+I 0.0021 0.0009 0.2881 0.7119

+1 0.0021 0.0009 0.2808 0.7192

+l 0.0010 0.0004 0.1388 0.8612

+-1 0.0007

.0.0003 0.0988 0.9012

+l 0.0006 0.0002 0.0744 0.92S6

+l 0.0008 0.0004 0.1148 0.88S2

+l O.OOlS 0.0007 0.2074 0.7926

+1 0.0016 0.0007 0.2218 0.7782

+l 0.0012 o.ooos 0.1619 0.8381

+l O.OOIS 0.0007 0,.2063 0.7937

+l 0.0018 0.0008 0.2382 0.7618

+l 0:0007 0.0003 0.0971 0.9029

+l 0:0002 0.0001 0.0262 0.9738

+l 0.0001.

0.0001 Q.01S7 0.9843

+l 0.0002 0.0001 0.0231 0.9769

+l 0.0001 0.0000 0.0141 0.98S9

+l 0.0007 0.0003 0.0921 0.9079

+l 0.0008 0.0003 0.1040 0.8960

+l 0.0016 0.0007 0.2128 0.7872

+l 0.002S 0.0011 0.3433 0.6S67

+l 0.0026 0.0012 0.3S68 0.6432

+l 0.0024 0.0010 0.3202 0.6798

+l 0.0023 0.0010 0.3068 0.6932

+l 0.0020 0.0009 0.26S2 0.7348

+l 0.0018 0.0008 0.2476 0.7S24

+l 0.0023 0.0010 0.30S6 0.6944

+l 0.0026 0.0011 0.3522 0.6478

+l 0.0018 0.0008 0.248S 0.7515

+l 0.002S 0.0011 0.3316 0.6684

+I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A 1,,~i:ti(~1M';~J.& :1::: "/*}N~~(:*::

y

/ /'! ;.;::

.*. i. '"

..:,;*~~:*~tz** r~4fliJ~,.*.c:<>.~§o~. '.'

(SQF.~c Section B4 to B3 Position 13 OB 0.1841 Section B4 to B3 Position 14 OB 0.0723 Section B4 to B3 Position 15 OB 0.0891 Section B4 to B3 Position 16 OB 0.1389 Section B4 to B3 Position 17 OB 0.1630 Section B4 to B3 Position 18 OB 0.0973 Section B4 *to B3 Position 19 OB 0.0466

. Section B4 to B3 Position 20 OB 0.0858 Section B4 to B3 Position 21 OB 0.1593 Section B4 to B3 Position 22 OB 0.1689 Section B4 to B3 Position 23 OB 0.0991 Section B4 to B3 Position 24 OB 0.0244 Section B4 to B3 Position 25 OB 0.0106 Section B4 to B3 Position 26 OB 0.0066 Section B3 to B2 Position Zero OB 0.3982 Section B3 to B2 Position I OB 0.4652 Section B3 to B2 Position 2 OB 0.46'76 Section B3 to B2 Position 3 OB 0.4983 Section B3 to B2 Position 4 OB 0.5347 Section B3 to B2 Position 5 OB 0.4448 Section B3 to B2 Position 6 OB 0.4847 Section B3 to B2 Position 7 OB 0.5306 Section B3 to B2 Position 8 OB 0.5005 Section B3 to B2 Position 9 OB 0.4481 Section B3 to B2 Position IO OB 0.4183 Section B3 to B2 Position 11 OB 0.4183 Section B3 to B2 Position 12 OB 0.4183 Section B3 to B2 Position 13 OB 0.3627 Section B3 to B2 Position 14 OB 0.3059 Section B3 to B2 Position 15 OB 0.4794 Section B3 to B2 Position 16 OB 0.3386 Section B3 to B2 Position 17 OB 0.2655 Section B3 to B2 Position 18 OB 0.3220 Section B3 to B2 Position 19 OB 0.3319 Section B3 to B2 Position 20 OB 0.0549 Section B3 to B2 Position 21 OB 0.0251 Section B3 to B2 Position 22 OB 0.0340 Section B3 to B2 Position 23 OB 0.1583 Section B2 to Sump Position Zero OB 0.3918 Section B2 to Sump Position 1 OB 0.2731 Section B2 to Sump Position 2 OB 0.3849 Section B2 to Sump Position 3 OB 0.3829 Section B2 to Sump Position 4 OB 0.4068 Section B2 to Sump Position 5 OB 0.3620 Section B2 to Sump Position 6 OB 0.3853 Section B2 to Sump Position 7 OB 0.4348 Section B2 to Sump Position 8 OB Q.4007 Section B2 to Sump' Position 9 OB 0.3461 Section B2 to Sump Position 10 OB 0.3007 Section B2 to Sump Position 11 OB 0.3067 Section B2 to Sump Position 12 OB 0.3539 Section B2 to Sump Position 13 OB 0.3580 Section B2 to Sump Position 14 OB 0.3500 Section B2 to Sump Position 15 OB 0.4163 Section B2 to Sump Position 16 OB 0.4191

'"134'

,;,,, ~5 ; "' <'4

>,t:sof:"'"

. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[117]

es

1:37.

1:\\SDB>

0.1438 0.0565 0.0696 0.1085 0.1274 0.0760 0.0364 0.0670 0.1244

. 0.1319 0.0774 0.0191 0.0083 0.0052 0.3111 0.3634 0.3653 0.3893 0.4177 0.3475 0.3787 0.4145 0.3910 0.3500 0.3268 0.3268 0.3268 0.2834 0.2390 0.3745 0.2645 0.2074 0.2516 0.2593 0.0429 0.0196 0.0265 0.1237 0.3061 0.2134 0.3007 0.2992 0.3178 0.2828 0.3010 0.3397 0.3131 0.2704 0.2349 0.2396 0.2765 0.2797 0.2734 0.3252 0.3274

~

ZIONSOLUTIONSuc

,;Ni;63"

~ !~Sr-90.* ;'SOE'"

• .; ':Stllll

?~?[;;;;~;

'.;;;SOF*i1

!:~; *.,,

~'<,;Y~

~~l.. f "0

YSOF;;,

v... (Ws),

0.0025 0.0011 0.3315 0.6685

+l 0.0010 0.0004 0.1301 0.8699

+l 0.0012 0.0005 0.1605 0.8395

+l 0.0019 0.0008 0.2501 0.7499

+l 0:0022 0.0009 0.2935 0.7065

+l 0.0013 0.0006 0.1752 0.8248

+l 0.0006 0.0003 0.0838 0.9162

+1 0.0011 0.0005 0.1544 0.8456

+l 0.0021 0.0009 0.2867 0.7133

+l 0.0023 0.0010 0.3040 0.6960

+l 0.0013 0.0006 0.1785 0.8215

+l 0.0003 0.0001 0.0439 0.9561

+l 0.0001 0.0001 0.0191 0.9809

+l 0.0001 0.0000 0.0119 0.9881

+l 0.0053 0.0023 0.7169 0.2831

+l 0.0062 0.0027 0.8374 0.1626

+l 0.0062 0.0027 0.8419 0.1581

+l 0.0066 0.0029 0.8972 0.1028

+l 0.0071 0.0031 0.9627 0.0373

+l 0.0059 0.0026 0.8008 0.1992

+l 0.0065 0.0028 0.8727, 0.1273

+I 0.0071 0.0031 0.9553 0.0447

+I 0.0067 0.0029 0.9011 0.0989

+l 0.0060 0.0026 0.8067 0.1933

+l 0.0056 0.0024 0.7532 0.2468

+l 0.0056 0.0024 0.7532 0.2468

+I 0.0056 0.0024 0.7532 0.2468

+l 0.0048 0.0021 0.6531 0.3469

+l 0.0041 0.0018 0.5508 0.4492

+l 0.0064 0.0028 0.8630 0.1370

+l 0.0045 0.0020 0.6097 0.3903.

+l 0.0035 0.0015 0.4781 0.5219

+l 0.0043 0.0019 0.5798 0.4202

+I 0.0044 0.0019 0.5976 0.4024

+l 0.0007 0.0003 0.0988 0.9012

+l 0.0003 0.0001 0.0452 0.9548

+l 0.0005 0.0002 0.0612 0.9388

+l 0.0021 0.0009 0.2850 0.7150

+l 0.0052 0.0023 0.7053 0.2947

+l 0.0036 0.0016 0.4917 0.5083

+l 0.0051 0.0022 0.6931 0.3069

+l 0.0051 0.0022 0.6895 0.3105

+l 0.0054 0.0024 0.7323 0.2677

+1 0.0048 0.0021 0.6517 0.3483

+l 0.0051 0.0022 0.6936 0.3064

+l 0.0058 0.0025 0.7828 0.2172

+l 0.0053 0.0023 0.7215 0.2785

+l 0.0046 0.0020 0.6232 0.3768

+l 0.0040 0.0018 0.5413 0.4587

+l 0.0041 0.0018 0.5521 0.4479

+l 0.0047 0.0021 0.6372 0.3628

+l 0.0048 0.0021 0.6445 0.3555

+l 0.0047 0.0020 0.6301 0.3699

+l 0.0055 0.0024 0.7494 0.2506

+l 0.0056 0.0024 0.7546 0.2454

+1

---

~-----------------~

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump.

Co-60 SOF Section B2 to Sump Position 17 OB 0.3991 Section B2 to Sump Position 18 OB 0.3988 Seetion B2 to Sump Position 19 OB 0.4260 Section B2 to Sump Position 20 OB 0.4567 Section B2 to Sump Position 21 OB 0.3838 Section B2 to Sump Position 22 OB 0.3685 Section B2 to Sump Position 23 OB 0.2706 Section B2 to Sump Position 24 OB 0.2754 Section B2 to Sump Position 25 OB.

0.2469 Section B2 to Sump Position 26 OB 0.3217 Section B2 to Sump Position 27 OB 0.3878 Section B2 to Sump Position 28 OB 0.3857 Section B2 to Sump Position 29 OB 0.3751 Section B2 to Sump Position 30 OB 0.3911 Section B2 to Sump Position 31 OB 0.3811 Section B2 to Sump Position 32 OB 0.4604 Section B2 to Sump Position 33 OB 0.3936 Section B2 to Sump Position 34 OB 0.3359 Section B2 to Sump Position 35 OB 0.3957 Section B2 to Sump Position 36 OB 0.3939 Section B2 to Sump Position 37 OB 0.3789 Section B2.to Sump Position 38 OB 0.4035 Section B2 to Sump Position 39 OB 0.4105 Section B2 to Sump Position 40 OB 0.4012 Section B2 to Sump Position 41 OB 0.4078 Section B2 to Sump Position 42

• OB 0.3930 Section B2 to Sump Position 43 OB 0.3496 Section B2 to Sump Position 44 OB 0.3679 Section B2 to Sump Position 45 OB 0.3846 Section B2 to Sump Position 46 OB 0.4173 Section B2 to Sump Position 47 OB 0.4539 Section B2 to Sump Position 48 OB 0.4829 Section B2 to Sump Position 49 OB 0.4878 Section B2 to Sump Position 50 OB 0.4672 Section B2 to Sump Position 5 I.

OB 0.46S3 Section B2 to Sump Position 52 OB 0.465S Section B2 to Sump Position 53 OB 0.4563 Section B2 to Sump Position 54 OB 0.4217 Section B2 to Sump Position 55 OB 0.4407 Section B2 to Sump Position 56 OB 0.4926 Section B2 to Sump Position 57 OB 0.4S3S Section B2 to Sump Position 5S OB 0.4643 Section B2 to Sump Position 59 OB 0.4960

• Section B2 to Sump Position 60 OB 0.3376 Section B2 to Sump Position 61 OB O.OS95 Section B2 to Sump Position 62 OB 0.0496 Section B2 to Sump Position 63 OB 0.0426 Section B2 to Sump Position 64 OB 0.0673 Section CS to C7 Position 0 OB 0.0975 Section CS to C7 Position l OB 0.0947 Section C8 to C7 Position 2 OB O.OS33 Section CS to C7 Position 3 OB 0.1195 Section CS to C7 Position 4 OB 0.0979 Section C8 to C7 Position 5 OB 0.1355 Section C8 to C7 Position 6 OB 0.1071

• Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

• o.oooo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 o_.oooo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[118]

Cs-137 SOF 0.3118 0.3116 0.3328 0.3568 0.2998 0.2879 0.2114 0.2152 0.1929 0.2513 0.3030 0.3013 0.2930 0.3055 0.2978 0.3597 0.3075 0.2624 0.3091 0.3077 0.2960

.0.3152 0.3207

. 0.3134 0.3186 0.3070.

0.2731 0.2874 0.3005 0:3260 0.3546

. 0.3773 0.381 l 0.3650 0.3659 0.3639 0.3565 0.3295 0.3443 0.384S 0.37SO 0.3627 0.3S75 0.2637 0.0699 0.03SS 0.0332 0.0526 0.0762 0.0740 0.0651 0.0933 0:0765 0.105S 0.0837

~

=ZIONSOLUTIONSuc-M~~~

-NF6J Sr-90 SOF 1-Ws Sign SOF SOF (Ws) 0.0053 0.0023 0.7186 0.2814

+l 0.0053 0.0023 0.7180 0.2820

+l 0.0057 0.0025 0.7670 0.2330

+l 0.0061 0.0027 0.8223 0.1777

+I 0.0051 0.0022 0.6909 0.3091

+l 0.0049 0.0021 0.6634 0.3366

+l 0.0036 0.0016 0.4872 0.5128

+l 0.0037 0.0016 0.4958 0.5042

+l 0.0033 0.0014 0.4445 0.5555

+l 0.0043.

0.0019 0.5791 0.4209

+l 0.0052 0.0023 0.6982 0.3018

+I 0.0051 0.0022 0.6944 0.3056

+l 0.0050 0.0022 0.6753 0.3247

+I 0.0052 0.0023 0.7041 0.2959

+l 0.0051 0.0022 0.6862 0.3138

+l 0.0061

. 0.0027 0.8289 0.1711

+l 0.0052.

0.0023 0.7086 0.2914

+l 0.0045 0.0020 0.6048 0.3952

+l 0.0053 0.0023 0.7124 0.2876

+l 0.0053 0.0023 0.7091 0.2909

+l 0.0051 0.0022 0.6821 0.3179

+l 0.0054 0.0023 0.7264 0.2736

+l 0.0055 0.0024 0.7391 0.2609

+l 0.0053

'0.0023 0.7223 0.2777

+l

. 0.0054 0:0024 0.7343 0.2657

+l 0.0052 0.0023 0.7076 0.2924.

+l 0.0047 0.0020 0.6294 0.3706

+l 0:0049 0.0021 0.6624 0.3376

+l 0.0051

.0.0022 0.6925 0.3075

+l 0.0056 0.0024 0.7514 0.2486

+l 0.0061 0.0026 0.8171 0.1829

+l 0.0064 0.0028 0.8695 0.1305

+l 0.0065 0.0028 0.8782 0.1218

+!

0.0062 0.0027 0.8412 0.15SS.

+l 0.0062 0.0027 9.S431 0.1569

+l 0:0062 0.0027 O.S3S6 0.1614

+l 0.0061

.0.0027 O.S215 0.17S5

+l 0.0056.

0.0025 0.7593 0.2407

+l 0.0059 0.0026 0.7935 0.2065

+l.

0.0066 0.0029 O.S868 0.1132

+l 0.0065 0.002S 0.8711 O.l2S9

+l 0.0062

.0.0027 O.S360 0.1640

+l 0.0066 0.0029 O.S930 0.1070

+l 0.0045 0.0020 0.6077 0.3923

+l 0.0012 0.0005 0.1612 O.S3SS

+l 0.0007 0.0003 O.OS94 0.9106

+l 0.0006 0.0002.

0.0766 0.9234

+l 0.0009 0.0004 0.1212 0.87S8

+I 0.0013

'0.0006 0.1756 0.8244

+l 0.0013

• 0.0006 0.1705 O.S295

+l 0.001 l 0.0005 0.1500 O.S500

+l 0.0016 0.0007 0.2151 0.7S49

+l 0.0013

'0.0006 0.1763 O.S237

+l 0.0018 o.ooos 0.2439 0.7561

+l 0.0014 0.0006 0.1929 O.S071

+l

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A 1.1,;. *+/~J* ~Iff1

~::;::.~.:~~~~:;:J:~/~:.*;:.

r*p;,,.*> *.** *.;0

• .<r;:r&\\I: *. :f:'s+.:+

• '/'

• lj~~~: :;;~~i~:!

Section CS to C7 Position 7 OB 0.1147 Section CS to C7 Position S OB 0.0976 Section CS to C7 Position 9 OB p.1011 Section CS to C7 Position I 0 OB 0.096S Section CS to C7 Position 11 OB 0.1124 Section CS to C7 Positfon 12 OB 0..1096 Section CS to C7 Position 13 OB 0.1149 Section CS to C7 Position 14 OB O.l 12S Section CS to C7 Position 1 S OB 0.1071 Section CS to C7 Position 16 OB o.OSS6 Section CS to C7 Position 17 OB 0.1019 Section CS to C7 Position IS OB 0.13S2 Section CS to C7 Position 19 OB 0.1316 Section CS to C7 Position 20 OB 0.0303 Section CS to C7 Position 21 OB 0.0109 Section CS to C7 Position 22 OB 0.0277 Section CS to C7 Position 23 OB 0.0ISI Section CS to C7 Position 24 OB 0.0110 Section C7 to CS Position 0 OB 0.1997 Section C7 to CS Position I OB o_.14S7 Section C7 to CS Position 2 OB 0.1291 Section C7 to CS Position 3 OB 0.0924 Section C7 to CS Position 4 OB 0.0970 Section C7 to CS Position S OB 0.1116 Section C7 to CS Position 6 OB 0.1174 Section C7 to CS Position 7 OB 0.1 ISS Section C7 to CS Position S OB O.IOS6 Section C7 to CS Position 9 OB 0.IS32 Section C7 to CS Position 10 OB 0.1291 Section C7 to CS Position 11 OB 0.1442 Section C7 to CS Position 12 OB 0.14S2 Section C7 to CS Position 13 OB 0.142S Section C7 to CS Position 14 OB 0.0609 Section C7 to CS Position l S OB 0.01S4 Section C6 to CS Position 0 OB 0.2340 Section C6 to CS Position 1 OB 0.2242 Section C6 to CS Position 2 OB

• 0.2S06 Section C6 to CS Position 3 OB 0.30SS Section C6 to CS Position 4 OB 0.3641 Section C6 to CS Position S OB 0.3S9S Section C6 to CS Position 6 OB 0.3144 Section C6 to CS Position 7 OB 0.29S6 Section C6 to CS Position S OB 0.4499 Section C6 to CS Position 9 OB 0.2693 Section C6 to CS Position I 0 OB 0.3764 Section C6 to CS Position 11 OB 0.4399 Section C6 to CS Position 12 OB 0.3453 Section C6 to C5 Position 13 OB 0.3S05 Section C6 to C5 Position 14 OB 0.3643 Section C6 to C5 Position 15 OB 0.203S Section C6 to C5 Position 16 OB 0.1469 Section C6 to C5 Position 17 OB O.l IS9 Section C6 to CS Position IS OB 0.12S5,

Section C6 to C5 Position 19 OB 0.1169 Section C6 to CS Position 20 OB 0.0207

~;i~2~~~

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 b.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[119]

Cs1J:J7::

,;.soE(sJ O.OS96 0.0762 0.0790 0.07S6 O.OS7S O.OSS6 O.OS9S O.OS79 O.OS37.

0.0692 0.0796 O.IOS7 0.102S 0.0237 o.ooss 0.0217 0.0142 O.OOS6 0.IS60 0.1139 0.1009 0.0722 0.07SS O.OS72 0.0917 0.0902 O.OS2S 0.'1197 lJ.IOOS 0.1127 O.l 1S7 0.1113 0.047S 0.0120 O.IS2S 0.17Sl O.l 9S7 0.23S9 0.2S44 0.2SOS 0.24S6 0.2309 0.3S 14 0.2104 0.2941 0.3437 0.269S 0.2972 0.2S46 0.1592 O.l 14S 0.0929 0.1004 0.0913 0.Ql62

~

ZIONSOLUTIONSuc

MEMl'!lr~~

';C;N,i"93~t

~~tr~r ~~($%~~ ! '.i1:i~~~:.;tll'i¥?; '

~.SOJ'.i{:

,,,,,.,,"':\\,,'-"."\\

O.OOlS 0.0007 0.2066 0.7934

+l 0.0013 0.0006 0.17S7 O.S243

+l 0.0013 0.0006 0.1S21 O.Sl79

+I 0.0013 0.0006 0.1742 O.S2SS

+I O.OOIS 0.0007 0.2024 0.7976

+I O.OOlS 0.0006 0.1973 O.S027

• +1 O.OOIS 0.0007 0.2069 0.7931

+I O.OOIS

, 0.0007 0.202S 0.797S

+I.

0.0014 0.0006 0.1929 O.S071

+I 0.0012 o.ooos O.IS9S O.S40S

+I 0.0014 0.0006 O.IS34 O.Sl66

+l 0.00IS o.ooos 0.243S 0.7S6S

+I O.OOIS O.OOOS 0.2369 0.7631

+I 0.0004 0.0002 O.OS46 0.94S4

+I 0.0001 0:0001 0.0196 0.9S04

+I 0.0004 0.0002 0.0499 0.9SOI

+I 0.0002 0.0001 0.0326 0.9674

+l 0.0001 0.0001 0.0199 0.9SOI

+I 0.0()27 0.0012 0.3S9S 0.640S

+I 0.0019 o.ooos 0.2624 0.7376

+I p.0017 o.ooos 0.232S 0.767S

+I 0.0012 o.ooos 0.1663 0.S337

+l 0.0013 0.0006 0.1746 O.S2S4

+I O.OOIS 0.0006 0.2009 0.7991

+I 0.0016 0.0001 0.2113 0.7SS7

+I p.OOIS 0.0007 0.20SO 0.7920

+I 0.0014 0.0006 0.1901 O.S099

+I 0.0020 0.0009 0.27SS 0.7242

+I 0.0017 o.ooos 0.2324 0.7676

+I 0.0019 o.ooos 0.2S97 0.7403

+I 0.0020 0.0009 0.2667 0.7333

+I 0.0019 O.OOOS 0.2S6S 0.743S

+l o.ooos 0.0004 0.1096 O.S904

+l 0.0002 0.0001 0.027S 0.9722

+I 0.0031 0.0014 0.4213 0.S7S7

+l 0.0030 0.0013 0.4036 O.S964

+l 0.0033 O.OOIS 0.4Sl l O.S4S9

+l 0.0041 O.OOIS O.SS06 0.4494

+I 0.0049 0.0021 0.6SSS 0.344S

+l 0.004S 0.0021 0.6472 0.3S2S

+l 0.0042 O.OOlS O:S661 0.4339

+l 0.0039 0.0017 O.S321 0.4679

+l 0.0060 0.0026 O.S099 0.1901

+l 0.0036 0.0016 0.4S49 O.SlSI

+I o.ooso 0.0022 0.6777 0.3223

+I O.OOS9 0.0026 0.7921 0.2079

+I 0.0046 0.0020 0.6217 0.37S3

+l 0.0051 0.0022 0.6S50 0.3150

+I 0.0049 0.0021 0.6SSS 0.3442

+I 0.0027 0.0012 0.3669 0.6331

+I 0.0020 0.0009 0.2645 0.7355

+l 0.0016 0:0007 0.2141 0.7SS9

+l 0.0017 0.0007 0.2314 0.76S6

+l 0.0016 0.0007 0.2104 0.7S96

+I 0.0003 0.0001 0.0373 0.9627

. +l

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Sectio~

Sump Co-60 SOF Section C6 to CS Position 21 OB

• o.o3o6 Section C6 to CS Position 22 OB 0.0112 Section CS to C4 Position 0 OB O.Sl2S Section CS to C4 Position 1 OB 0.42Sl Section CS to C4 Position 2 OB 0.2746 Section CS to C4 Position 3 OB 0.1664 Section CS to C4 Position 4 OB 0.1283 Section CS to C4 Position S OB 0.1220 Section CS to C4 Position 6 OB 0.1490 Section CS to C4 Position 7 OB 0.13S8 Section CS to C4 Position 8 OB 0.1349 Section CS to C4 Position 9 OB 0.2228 Section CS to C4 Position I 0 OB 0.1444 Section CS to C4 Position 11 OB 0.12S9 Section CS to C4 Position 12

.OB 0.1229 Section CS to C4 Position I J OB 0.1164 Section CS to C4 Position 14 OB 0.1227 Section CS to C4.Position lS OB 0.1683 Section CS to C4 Position 16 OB 0.2049 Section CS to C4 Position 17 OB 0.03S9 Section CS to C4 Position 18 OB 0.0234 Section CS to C4 Position 19 OB 0.006S Section C4 to C3 Position 0 OB 0.1773 Section C4 to C3 Position I OB 0.1773 Section C4 to C3 Position 2 OB 0.3Sl9 Section C4 to C3 Position 3 OB 0.2S83 Section C4 to C3 Position 4 OB 0.3268 Section C4 to C3 Position S OB 0.3706 Section C4 to C3 Position 6 OB 0.3860 Section C4 to C3 Position 7 OB 0.3787 Section C4 to C3 Position 8 OB O.Sl06 Section C4 to C3 Position 9 OB 0.3499 Section C4 to C3 Position I 0 OB 0.1398 Section C4 to C3 Position 11 OB 0.14Sl Section C4 to C3 Position 12 OB 0.3160 Section C4 to C3 Position 13 OB 0.2702 Section C4 to C3 Position 14 OB 0.2988 Section C4 to C3 Position IS OB 0.2326 Section C4 to C3 Position 16 OB 0.1923.

Section C4 to C3 Position 17 OB 0.1741 Section C4 to C3 Position 18 OB O.l63S Section C4 to C3 Position 19 OB O.l28S Section C4 to C.3 Position 20 OB 0.0385 Section C4 to C3 Position 21 OB 0.0196 Section C4 to C3 Position 22 OB 0.0070 Section C3 to C2 Position 0 OB 0.3912 Section C3 to C2 Position l OB 0.3640 Section C3 to C2 Position 2 OB 0.6038 Section C3 to C2 Position 3 OB 0.2267 Section C3 to C2 Position 4 OB 0.2097 Section C3 to C2 Position S OB 0.2260 Section C3 to C2 Position 6 OB 0.3710 Section C3 to C2 Position 7 OB 0.3323 Section C3 to C2 Position 8 OB 0.3130 Section C3 to C2 Position 9 OB 0.2525 Cs-134

. SOF 0.0000

. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000:

0.0000 0.0000' 0.0000.

0.0000 0.0000 0.0000, 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000' 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[120]

Cs-137 SOF 0.0239 0.0087 0.4004 0.3321 0.214S 0.1300 0.1002 0.09S3 0.1164 0.1061 0.10S4 0.1741 0.1128 0.0984 0.0960 0.0909 0.09S9 0.13 lS 0.1601 0.0281 0.0183 O.OOSl 0.138S 0.138S

. 0.2749 0.2018 0.2SS3 0.2896 0.3016

. 0.29S8 0.3989 0.2734

. 0.1092 0.1133 0.2469 0.2111

.. ' 0.2334 0.1817 0.1503 0.1360 0.1277 0.1004 0.0301 O.OIS3 O.OOS4 0.30S6 0.2843 0.4717 0.1771 0.1638 0.176S 0.2899 0.2S96 0.244S 0.1973

~

_z10NSOLUTIONSuc=

M~~.

Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF (Ws) 0.0004 0.0002 0.0SSl 0.9449

. +l 0.0001 0.0001 0.0201 0.9799

+l 0.0068 0.0030 0.9227 0.0773

+l O.OOS7 0.002S 0.76S4 0.2346

+I 0.0037 0.0016 0.4944 0.SOS6

+I 0.0022 0.0010 0.2996 0.7004

+l 0.0017 0.0007 0.2309.

0.7691

+I 0.0016 0.0007 0.2197 0.7803

+I 0.0020 0.0009 0.2682 0.7318

+I 0.0018 0.0008 0.244S 0.7SSS

+I.

0.0018 0.0008 0.2428 0.7S72

+l 0.0030 0.0013 0.4012 0.S988

+I 0.0019 0.0008 0.2600 0.7400

+l 0.0017

. 0.0007 0.2268 0.7732

+I 0.0016 0.0007 0.2212 0.7788

+1 0.0016 0.0007 0.209S 0.790S

+l 0.0016 0.0007 0.2209 0.7791

+I 0.0022 0.0010 0.3030 0.6970

+l 0.0027 0,0012 0.3689 0.631 l

+l O.OOOS 0.0002.

0.0646 0.93S4

+I 0.0003 0.0001 0.0422 0.9578

+l 0.0001 0.0000 0.0118 0.9882

+l 0.0024 0.0010 0.3193 0.6807

+l 0.0024 0.0010 0.3192 0.6808

+I 0.0047 0.0020 0.633S 0.3665

+l 0.0034 O.OOlS 0.4651 0.5349

+l 0.0044 0.0019 O.S884 0.4116

+l 0.0049 0.0022 0.6673 0.3327

+I

.0.0051' 0.0022 0.69SO

- OJOSO

+l

• o.ooso 0.0022 0.6818 0.3182

+l 0.0068 0.0030 0.9192 0.0808

+I 0.0047 0.0020 0.6300 0.3700

+l 0.0019 0.0008 0.2518 0'.7482

+I 0.0019 0.0008 0.2612 0.7388

+1 0.0042 0.0018 0;S690. 0.4310

+1 0.0036 0.0016 0.486S 0.Sl3S

+l 0.0040 0.0017 O.S380 0.4620

+1 0.0031 0:0014 0.4188 0.5812

+l 0.0026 0.0011 0.3463 0.6S37

+l 0.0023 0.0010 0.3134 0.6866

+I 0.0022 0.0010 0.2943 0.70S7

+l 0.0017 0.0007 0.2314 0.7686

+l o.ooos 0.0002 0.0693 0.9307

+l 0.0003 0.0001 0.03S3 0.9647

+l 0.0001 0.0000 O.Ol2S 0.987S

+l O.OOS2 0.0023 0.7043

. 0.29S7

+l 0.0049 0.0021 0.6SS3 0.3447

+I 0.0081 0.003S l.0871

-0.0871

-l 0.0030 0.0013 0.4081 0.S919

+I 0.0028 0.0012 0.3776 0.6224

+I 0.0030 0.0013 0.4068 0.S932

+l 0.0049 0.0022 0.6680 0.3320

+I 0.0044 0.0019 O.S983 0.4017

+l 0.0042 0.0018 0.S634

. 0.4366

+l 0.0034 0.0015 0.4547 0.S4S3

+I

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60 SOF Section C3 to C2 Position 10 OB 0.3827 Section C3 to C2 Position 11 OB 0.4139 Section C3 to C2 Position 12 OB 0.2376 Section C3 to C2 Position 13 OB 0.2753 Section C3 to C2 Position 14 OB 0.2482 Section C3 to C2 Position 15 OB 0.2303

. Section C3 to C2 Position 16 OB 0.2090 Section C3 to C2 Position 17 OB 0.1842 Section C3 to C2 Position 18 OB 0.2201 Section C3 to C2 Position 19 OB 0.1923 Section C3.to C2 Position 20 OB 0.0308 Section C3 to* C2 Position 21 OB 0.0188 Section C3 to C2 Position 22 OB 0.0205 Section C3 to C2 Position 23 OB 0.0081 Section C2 to C 1 Position 0 OB 0.4180 Section C2 to Cl Position 1 OB 0.4570 Section C2 to Cl Position 2 OB 0.5053 Section C2 to Cl Position 3 OB 0.6435 Section C2 to Cl Positiori 4 OB 0.5458 Section C2 to Cl Position 5 OB 0.4772 Section C2 to Cl Position 6 OB 0.4633 Section C2 to Cl Position 7 OB 0.4811 Section C2 to Cl Position 8 OB 0.4690 Section C2 to Cl Position 9 OB 0.6093 Section C2 to Cl Position 10 OB 0.5257 Section C2 to Cl Position 11 OB 0.4992 Section C2 to Cl Position 12 OB 0.4859 Section C2 to C 1 Position 13 OB

. 0.4566 Section C2 to Cl Position 14 OB 0.6928 Section C2 to C 1 Position 15 OB 0.3484 Section C2 to Cl Position 16 OB 0.0783 Section C2 to C 1 Position 17 OB 0.0146 Section Cl to OB Sump Position 0 OB 0.1748 Section Cl to OB Sump Position 1 OB 0.1096 Section Cl to OB Sump Position 2 OB 0.0397 Section Cl to OB Sump Position 3 OB 0.0276 Section Cl to OB Sump Position 4 OB 0.0490 Section Cl to OB Sump Position 5 OB

. 0.2416 Section Cl to OB Sump Position 6 OB 0.2161 Section Cl to OB Sump Position 7 OB 0.1873 Section Cl to OB Sump Position 8 OB 0.1433 Section Cl to OB Sump Position 9 OB 0.1235 Section Cl to OB Sump Position 10 OB 0.1462 Section Cl to OB Sump Position 11 OB 0.1528 Section Cl.to OB Sump Po'sition 12 OB 0.1877 Section Cl to OB Sump Position 13 OB 0.2757 Section Cl to OB Sump Position 14 OB 0.2462 Section Cl to OB Sump Position 15 OB 0.3033 Section Cl to OB Sump Position 16 OB 0.3176 Section Cl to OB Sump Position 17 OB 0.2461 Section Cl to OB Sump Position 18 OB 0.2448 Section Cl to OB Sump Position 19 OB 0.2866 Section Cl to OB Sump Position 20 OB 0.2898 Section C 1 to OB Sump Position 21

• OB 0.3175 Sectidn Cl to OB Sump Position 22 OB 0.3055

,cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

. 0.0000 0.0000 0.0000 0.0000 0.0000*

0.0000 0.0000

' 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[121]

Cs-137 SOF 0.2989 0.3234 0.1856 0.2151 0.1939 0.1799 0.1633 0.1439 0.1720 0.1502 0.0240 0.0147 0.0160 0.0064 0.3265 0.3570.

0.3948 0.5027 0.4264 0.3728 0.3619 0.3758 0.3664 0.4760 0.4107 0.3900 0.3796 0.3567 0.5412 0.2721 0.0611 0.0114 0.1366 0.0856 0.0310 0.0215 0.0383 0.1887 0.1689 0.1463 0.1119 0.0965 0.1142

.0.1194

'0.1467 0.2154 0.1923 0.2370 0.2481 0.1922 0.1912 0.2239 0.2264 0.2480 "0.2387 -

~

ZlONSOLUTIONSuc

Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF

, (Ws) 0.0051 0.0022

'0.6889 0.3111

+I 0.0055 0.0024 0.7452 0.2548 '

+l 0.0032 0.0014 0.4277 0.5723

+l 0.0037 0.0016 0.4957 0.5043

+l 0.0033 0.0014 0.4469 0.5531

+I 0.0031 0.0013 0.4146 0.5854

+l 0.0028 0.0012 0.3763.

0.6237

+l 0.0025 0.0011 0.3316 0.6684

+l 0.0029 0.0013 0.3963 0.6037

+l 0.0026 0.0011 0.3462 0.6538

+l 0.0004 0.0002 0.0554 0.9446

+l

. 0.0003 0.0001 0.0339 0.9661

+l 0.0003 0.0001 0.0369 0.9631

+l 0.0001 0.0000 0.0147 0.9853

+l 0.0056 0.0024 0.7525 0.2475

+l 0.0061 0.0027 0.8227 0.1773

+l 0.0067 0.0029.

0.9098 0.0902

+l 0.0086 0.0037 1.1586

-0.1586

-1 0.0073 0.0032 0.9826 0.0174

+l 0.0064 0.0028 0.8592 0.1408

+l 0.0062

. 0.0027 0.8341 0.1659

+l 0.0064 0.0028 0.8661 0.1339

+l 0.0063 0.0027 0.8444 0.1556

+I 0.0081 0.0035 1.0969

-0.0969

-1 0.0070 0.0031 0.9464 0.0536

+!'

0.0067 0.0029 0.8988 0.1012

+l 0.0065 0.0028 0.8748 0.1252

+l 0.0061 0.0027 0.8221 0.1779

+l 0.0092 0.0040 1.2472

-0.2472

-1 0.0046 0.0020 0.6272 0.3728

+l 0.0010 0.0005 0.1409 0.8591

+I 0.0002 0.0001 0.0264 0.9736

+I 0.0023

• 0.0010 0.3148 0.6852

+l 0.0015 0.0006 0.1974 0.8026

+l 0.0005 0.0002 0.0715 0.9285

+I 0.0004 0.0002 0.0496 0.9504

+I 0.0007 0.0003 0.0883 0.9117

+l 0.0032 0.0014 0.4349 0.5651

+l 0.0029 0.0013 0.3891 0.6109

+l 0.0025 0.0011 0.3372 0.6628

+l 0.0019 0.0008 0.2579 0.7421

+I 0.0016 0.0007 0.2223 0.7777

+l 0.0019 0.0009 0.2632 0.7368

+I 0.0020 0.0009 0.2750 0.7250

+l 0.0025 0.0011 0.3380 0.6620

+l 0.0037 0.0016 0.4963 0.5037

+l 0.0033 0.0014 0.4432 0.5568

+l 0.0040 0.0018 0.5461 0.4539

+l 0.0042 0.0018 0.5717 0.4283

+l 0.0033 0.0014 0.4430 0.5570

+I 0.0033 0.0014 0.4407 0.5593

+l 0.0038 0.0017 0.5160 0.4840

+l 0.0039 0.0017 0.5218 0.4782

+l 0.0042 0.0018 0.5716 0.4284

+l 0.0041 0.0018 0.5500 0.4500

+I

. FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05l 19A Co-60 Pipe Section S~p SOF Section Cl to OB Sump Position 23 OB 0.2983 Section Cl to OB Sump Position 24 OB 0.2780 Section Cl to OB Sump Position 25 OB

. 0.3041 Section Cl to OB Sump Position 26 OB 0.2554 Section Cl to OB Sump Position 27 OB 0.2074 Section Cl to OB Sump Position 28 OB 0.4211 Section Cl to OB Sump Position 29 OB 0.5536 Section Cl to OB Sump Position 30 OB 0.1658 Section Cl to OB Sump Position 31 OB 0.0274 Section Cl to OB Sump Position 32 OB 0.0161 Section Cl to OB Sump Position 33 OB 0.0139 Section Cl to OB Sump Position 34 OB 0.0130 Section D4 to DI Position 0 OB 0.1218 Section D4 to DI Position I OB 0.1408 Section D4 to DI Position 2 OB 0.1871 Section D4 to DI Position 3 OB 0.1862 Section D4 to DI Position 4 OB 0.2188 Section D4 to DI Position 5 OB 0.1926 Section D4 to DI Position 6.

OB

.. 0.2774 Section D4 to DI Position 7 OB 0.2370 Section D4 to DI Position 8 OB 0.2690 Section D4 to DI Position 9 OB 0.5536 Section D4 to DI Position 10 OB 0.4814 Section D4 to DI Position*11 OB 0.3264 Section D4 to DI Position 12 OB 0.3020 Section D4 to DI Position 13 OB 0.3650 Section D4 to DI Position 14 OB 0.3660 Section D4 to DI Position 15 OB

. 0.2430 Section D4 to DI Position 16 OB 0.3121 Section D4 to DI Position 17 OB 0.3805 Section D4 to DI Position 18 OB 0.2532 Section D4 to DI Position 19 OB 0.1154 Section D4 to DI Position 20 OB 0.0260 Section DI to Sump B Position 0 OB 0.1058 Section DI to Sump B Position 2 OB 0.1025 Section DI to Sump B Position 3 OB 0.0770 Section DI to Sump B Position.4 OB 0.0980 Section D l to Sump B Position 5 OB 0.1150 Section DI to Sump B Position 6 OB 0.0920 Section DI to Sump B Position 7 OB 0.0897 Section DI to Sump B Position 8 OB 0.0908 Section DI to Sump B Position 9 OB 0.1119 Section DI to Sump B Position 10 OB 0.0649 Section DI to Sump B Position 11 OB 0.0691 Section DI to Sump B Position 12 OB 0.1114 Section DI to Sump B Position *l 3 OB 0.1312 Section DI to Sump B Position 14 OB 0.1297 Section DI to Sump B Position 15 OB 0.1368 Section DI to Sump B Position 16 OB 0.0400 Section DI to Sump B Position 17 OB 0.0119 Section D2 to Header Position Zero OB 0.2703 Section D2 to Header Position l OB 0.1445 Section D2 to Header Position 2 OB 0.1355 Section D2 to Header Position 3 OB 0.1218 Section D2 to Header Position 4 OB 0.0914

. Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

. 0.0000

[122]

Cs-137

• SOF 0.2331 0.2172 0.2376 0.1995 0.1620 0.3290 0.4325 0.1295 0.0214 0.0125 0.0108 0.0102 0.0952 0.1100 0.1461 0.1455 0.1710 0.1505 0.2167 0.1852 0.2101 0,4325 0.3761 0.2550 0.2359 0.2852 0.2859 0.1899 0.2438 0.2972 0.1978 0.0902 0.0203 0.0826 0.0800 0.0601 0:0766 0.0898 0.0719 0.0701 0:0109 0.0875 0.0507 0.0540 0.0870 0.1025 0.1013 0.1069 0.0312 0.0093 0.2112 0.1129 0.1059 0.0952 0.0714

=-

ZIONSOLUTIONSuc

,.,.~~~

• Ni-63 Sr-90 SOF 1-Ws Sign s()F' SOF (Ws) 0.0040 0.0017 0.5371 0.4629

+!

0.0037 0.0016 0.5004 0.4996

+I 0.0041 0.0018 0.5476 0.4524

+I 0.0034 0.0015 0.4598 0.5402

+I 0.0028 0.0012 0.3734 0.6266

+I 0.0056 0.0025 0.7581 0.2419

+I 0.0074 0.0032.

0.9967 0.0033

+I 0.0022 0.0010 0.2985 0.7015

+I 0.0004 0.0002 0.0494 0.9506

+I 0.0002 0.0001 0.0289 0.9711

+I

. 0.0002 0.0001 0.0250 0.9750

+I 0.0002 0.0001 0.0234 0.9766.

+I 0.0016 0.0007 0.2193 0.7807

+I 0.0019 0.0008 0.2535 0.7465

+I 0.0025 0.0011 0.3368 0.6632

+I 0.0025 0.0011 0.3353 0.6647

+I 0.0029 0.0013 0.3940 0.6060

+I 0.0026 0.0011 0.3467 0.6533

+I 0.0037 0.0016 0.4994 0.5006

+I 0.0032 0.0014 0.4267 0.5733

+!

0.0036 0.0016 0.4843 0.5157

+I 0.0074 0.0032 0.9967 0.0033

+I 0.0064 0.0028 0.8667 0.1333

+I 0.0044 0.0019 0.5876 0.4124

+I 0.0040 0,0018 0.5437 0.4563

+I 0.0049 0.0021 0;6572.

0.3428

+I 0.0049 0.0021 0.6589 0.3411

+I 0.0032 0'.0014 0.4376 0.5624

+I 0.0042 0.0018 0.5618 0.4382

+I 0.0051 0.0022 0.6850 0.3150

+!.

O._Q034 0.0015 0.4558 0.5442

+I 0.0015 0.0007 0.2078 0.7922

+I 0.0003 0.0002 0.0468 0.9532

+I

. 0.0014 0.0006 0.1904 0.8096

+I 0.0014 0.0006 0.1845 0.8155

+I 0.0010 0.0004 0.1386 0.8614

+I

' 0.0013 0.0006 0.1764 0.8236

+I 0.0015 0.0007 0.2070 0.7930

+l 0.0012 0.0005 0.1657 0.8343

+I 0.0012.

0.0005 0.1615 0.8385

+I 0.0012 0.0005 0.1634 0.8366

+I 0.0015 0.0007 0.2015 0.7985

+I 0.0009 0.0004 0.1168 0.8832

+I 0.0009 0.0004 0.1243 0.8757

+I 0.0015 0.0006.

0.2006 0.7994

+I 0.0017 0.0008 0.2362 0.7638.. +I 0.0017 0.0008 0.2335 0.7665

+I 0.0018 0.0008 0.2463 0.7537

+I 0.0005 0.0002 0.0719 0.9281

+I 0.0002 O.OOQI

• 0.0214 0.9786

+!

0.0036 0.0016 0.4867 0.5133

+I 0.0019 0.0008 0.2601 0.7399

+!

0.0018 0.0008 0.2440 0.7560

+I 0.0016 O.OOQ(

0.2193 0.7807

+l 0.0012 0.0005 0.1645 0.8355

+I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pi~e Sectioi,i :..

'Sump Co-60 SOF.

Section 02 to Header Position S OB

.0.0lSO Section 02 to Header Position 6 OB 0.0066 Section 02 to Header Position 7 OB 0.0072 Section 02 to Header Position 8 OB 0.00S8 Section 02 to Header Position 9 OB 0.0088 Section E6 to ES Position Zero OB 0.2478 Section E6 to ES Position I OB O.IS77 Section E6 to ES Position 2 OB 0.3972 Section E6 to ES Position 3 OB 0.4172 Section E6 to ES Position 4 OB 0.36S9 Section E6 to ES Position S OB 0.3S01 Section E6 to ES Position 6 OB 0.34S3 Section E6 to ES Position 7 OB 0.3381 Section E6 to ES Position 8 OB 0.3088 Section E6 to ES Position 9 OB 0.2421 Section E6 to ES Position 10 OB 0.2S3S Section E6 to E5 Position 11 OB 0.2295 Section E6 to ES Position 12 OB 0.1890 Section E6 to ES Position 13 OB 0.17S2 Section E6 to ES Position 14 OB 0.1818 Section E6 to ES Position l S OB 0.1879 Section E6 to ES Position 16 OB 0.1613 Section E6 to ES Position 17 OB 0.1801 Section E6 to ES Position 18 OB 0.2031 Section E6 to ES Position 19 OB 0.1394 Section E6 to ES Position 20 OB 0.0993 Section E6 to ES Position 21 OB 0.091S Section E6 to ES Position 22 OB 0.1019 Section E6 to ES Position 23 OB 0.1399 Section E6 to ES Position 24 OB 0.1474 Section E6 to ES Position 2S OB 0.1361 Section E6 to ES Position 26 OB 0.1092 Section E6 to ES Position 27 OB 0.0966 Section E6 to ES Position 28 OB 0.1117 Section E6 to ES Position 29 OB 0.1110 Section E6 to E5 Position 30 OB 0.0311 Section ES to E4 Position 0 OB 0.2497 Section ES to E4 Position 1

. OB 0.2941 Section ES to E4 Position 2

• OB 0.213S Section ES to E4 Position 3 OB 0.2124 Section ES to E4 Position 4 OB 0.2116 Section ES to E4 Position S OB 0.2267 Section ES to E4 Position 6 OB 0.2382 Section ES to E4 Position 7 OB 0.2101 Section ES to E4 Position 8 OB 0.2137' Section ES to E4 Position 9 OB O.l S47 Section ES to E4 Position 10 OB 0.20S6 Section ES to E4 Position 11 OB 0.2213 Section E5 to E4 Position 12 OB 0.2422 Section ES to E4 Position 13 OB 0.2224 Section ES to E4 Position 14 OB 0.2030 Section ES to E4 Position 1 S OB 0.2240 Section ES to E4 Position 16 OB 0.244S Section ES to E4 Position 17 OB 0.2342 Section ES to E4 Position 18 OB 0.2136 Cs-134

.

• SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0.000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[123]

Cs~137 "SOF 0.0118 O.OOSl O.OOS6 0.004S 0.0069 0.1936 0.1232

. 0.3103 0.32S9 0.28S9

' 0.273S 0.2697 0.2641 0.2412 0.1891 0.1981 0.1793 0.1476 0.1369 0.1420 0.1468 0.1260 0.1407 0.1S87 0.1089 0.0776 0.071S 0.0796 0.1093 0.1 lSl 0.1064 0.08S3 0.07SS 0.0872 '

0.0867 0.0243 0.19Sl 0.2298 0.1668 0.16S9 0.16S3 0.1771 0.1861 '

0.1642 0.1669 0.1209 0.1606 0.1729 0.1892 0.1738 0.1S86 0.17SO 0.1910 0.1830 0.1669

~

. ZIONSOLUTIONSuc=

Ni-63.

.Sr-90 S0F.

1-Ws

• Sign

.SOF.

SOF cws) 0.0002 0.0001 0.0271 0.9729

+l 0.0001 0.0000 0.0118 0.9882

+1 0.0001 0.0000 0.0129 0.9871

+l 0.0001 0.0000 0.0104 0.9896

+l 0.0001 0.0001 O.OIS8 0.9842

+l 0.0033 0.0014 0.4461 O.SS39

+I 0.0021 0.0009 0.2839 0.7161

+1 O.OOS3 0.0023 0.71Sl 0.2849

+1 O.OOS6 0.0024 0.7Sl2 0.2488

+l 0~0049 0.0021 0.6S88 0.3412

+l 0.0047 0.0020 0.6303 0.3697

+l 0.0046 0.0020 0.6216 0.3784

+l 0.004S 0.0020 0.6087 0.3913

+l 0.0041 0.0018 O.SS60 0.4440

+l 0.0032 0.0014 0.43S9 O.S641

+l 0.0034 O.OOlS 0.4S6S O.S43S

+l 0.0031 0.0013 0.4132 O.S868

+I

.0~002S 0.0011 0.3402 0.6S98

+1 0.0023 0.0010 0.31S4 0.6846

+1 0.0024 0.0011 0.3273 0.6727

+1 0.002S 0.0011 0.3384 0.6616

+1 0.0022 0.0009 0.2904 0.7096

+l 0.0024 0.0010 0.3242 0.67S8

+1 0.0027 0.0012 0.36S7 0.6343

+l 0.0019 0.0008 0.2509 0.7491

+1 0.0013 0.0006 0.1787 0.8213

+1 0.0012 o.ooos 0.1647 0.83S3

+1 0.0014 0.0006 0.1834 0.8166

+l 0.0019 0.0008 0.2S19 0.7481

+l 0.0020 0.0009 0.26S3 0.7347

+l 0.0018 0.0008 0.24Sl 0.7549

+l O.OOlS 0.0006 0.1966 0.8034

+l 0.0013 0.0006 0.1740 0.8260

+l O.OOlS 0.0007 0.2010 0.7990

+l O.OOlS 0.0006 0.1999 0.8001

+l 0.0004 0.0002 O.OSS9 0.9441

+l 0.0033 0.00lS 0.4496 O.SS04

+l 0.0039 0.0017 O.S29S 0.4705

+1 0.0028 0.0012 0.3843 0.61S7

+l 0.0028 0.0012 0.3824 0.6176

+l 0.0028 0.0012 0.3810 0.6190

+l 0.0030 0.0013 0.4082 0.5918

+l.

0.0032 0.0014 0.4289 O.S71 l

+l 0.0028 0.0012 0.3783 0.6217

+1 0.0028 0.0012 0.3847 0.61S3

+l 0.0021 0.0009 0.2786 0.7214

+l.

0.0027 0.0012 0.3702 0.6298

+l 0.0030 0.0013 0.3984 0.6016

+l 0.0032 0.0014 0.4361 O.S639

+l 0.0030 0.0013 OAOOS O.S99S

+l 0.0027 0.0012 0.3655 0.634S

+l 0.0030 0.0013 0.4033 O.S967

+I 0.0033 0.0014 0.4402 O.SS98

+l 0.0031 0.0014 0.4217 0.5783

+l 0.0028 0.0012 0.3846 0.61S4

+1

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60 SOF Section ES to E4 Position 19 OB.

0.2017 Section ES to E4 Position 20 OB 0.1910 Section ES to E4 Position 21 OB 0.1897 Section ES to E4 Position 22 OB 0.1707 Section ES to E4 Position 23 OB 0.2100 Section ES to E4 Position 24 OB 0.2472 Section ES to E4 Position 2S OB 0.3181 Section ES to E4 Position 26 OB 0.2414 Section ES to E4 Position 27 OB 0.1009 Section ES to E4 Position 28 OB 0.0310 Section E4 to E3 Position Zero OB 0.1602 Section E4 to E3 Position 1 OB 0.1487.

Section E4 to E3 Position 2 OB 0.19SS Section E4 to E3 Position 3 OB 0.2S83 Section E4 to E3 Position 4 OB 0.2S21 Section E4 to E3 PositiOn S OB 0.3310 Section E4 to E3 Position 6 OB 0.46S4 Section E4 to E3 Position 7 OB 0.4487 Section E4 to E3 Position 8 OB 0.4183 Section E4 to E3 Position 9 OB 0.407S Section E4 to E3 Position 10 OB 0.4808, Section E4 to E3 Position 11 OB 0.4287 Section E4 to E3 Position 12 OB 0.3619 Section E4 to E3 Position 13 OB 0.4330 Section E4 to E3 Position 14 OB 0.4102 Section E4 to E3 Position l S OB 0.3867 Section E4 to E3 Position 16 OB 0.4193 Section E4 to E3 Position 17 OB 0.4671 Section E4 to E3 Position 18 OB 0.4620 Section E4 to E3 Position 19 OB 0.4976 Section E4 to E3 Position 20 OB 0.50S8*

Section E4 to E3 Position 21 OB 0.4372 Section E4 to E3 Position 22 OB O.S224 Section E4 to E3 Position 23 OB 0.6404 Section E4 to E3 Position 24 OB O.S6S2 Section E4 to E3 Position 2S OB 0.5Sl6 Section E4 to E3 Position 26 OB 0.7S74 Section E4 to E3 Position*27 OB 0.4381 Section E4 to E3 Position 28

• OB O.OSS7 Section E4 to E3 Position 29 OB 0.0466 Section E3 to E2 Position 0 OB 0.1874 Section E3 to E2 Posftion 1 OB 0.2807 Section E3 to E2 Position 2 OB 0.3043 Section E3 to E2 Position 3 OB 0.2360 Section E3 to E2 Position 4 OB 0.2120 Section E3 to E2 Position S OB 0;21S6 Section E3 to E2 Position 6 OB 0.1940 Section E3 to E2 Position 7 OB 0.2415 Section E3 to E2 Position 8 OB 0.2644 Section E3 to E2 Position 9 OB 0.2978 Section E3 to E2 Position 10 OB 0.32S9 Section E3 to E2 Position 11 OB 0.3609 Section E3 to E2 Position 12 OB 0.2981 Section E3 to E2 Position. 13 OB 0.3297 Section E3 to E2 Position 14 OB 0.3622 Cs-134 SOF 0.0000 0.0000 0.0000

' 0.0000 0.0000 0.0000 0.0000 0.0000' 0.0000 0.0000 0.0000' 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

,0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.9000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[124]

Cs-137 SOF O.IS76 0.1492 0.1482 0.1334 0.1640 0.1931 0.248S 0.1886 0.0788 0.0242 0.12Sl 0.1161 0.1S27 0.2018 0.1969 0.2S86 0.3636 0.3S06 0.3268 0.3184 0.37S6 0.3349 0:2827 0:3382 0.320S 0.3021 0.327S 0.3649 03610 0.,3888 039S2 0:3416 0:4081 O.S003 0.44'16 0:4309 0.5917 0.3422 0,043S 0.0364 0.1464 0.2193 0.2377 0.1843 0.16S6 0.1684 0.1S16 0.1886.

0.2066 0.2327*

0.2S46 0.2820 0.2329 0.2S76 0.2830

~

ZIONSOLUTIONSuc

ME""'V'f~~

Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF (Ws) 0.0027 0.0012 0.3632 0.6368

+l 0.002S 0.0011 0.3438 0.6S62

+l 0.002S 0.0011 0.341S 0.6S8S

+l 0.0023 0.0010 0.3074 0.6926

+l 0.0028 0.0012 0.3780 0.6220

+1 0.0033 0.0014 0.44Sl O.SS49

+1 0.0042 0.0019 O.S727 0.4273

+l 0.0032 0.0014 0.4346 O.S6S4

+l 0.0013 0.0006 0.1816 0.8184

+l 0.0004 0.0002 O.OSS9 0.9441

+1 0.0021 0.0009 0.2883 0.7117

+l 0.0020 0.0009 0.2676 0.7324

+l 0.0026 0.0011 0.3S19 0.6481

+l 0.0034 O.OOlS 0.46SO 0.S3SO

+l 0.0034 O.OOlS 0.4S39 O.S461

+l 0.0044 0.0019 O.S960 0.4040

+l 0.0062 0.0027 0.8380 0.1620

+l 0.0060 0.0026 0.8079 0.1921

+l O.OOS6 0.0024 0.7S31 0.2469

+l O.OOS4 0.0024 0.7337 0.2663

+l 0.0064 0.0028 0.86S6 0.1344

+l 0.00S7 0.002S 0.7718 0.2282

+l 0.0048 0.0021 0.6SlS 0.348S

+l O.OOS8 0.002S 0.7795 0.2205

+l O.OOSS 0.0024 0.7385 0.2615

+l O.OOS2 0.0023 0.6962 0.3038

+l O.OOS6 0.0024 0.7S48 0.24S2

+l 0.0062 0.0027 0.8409 O.IS91

+l 0.0062 0.0027 0.8319 0.1681

+1 0.0066 0.0029 0.89S9 0.1041

+l 10.0067 0.0029 0.9107 0.0893

+l 10.00S8 0.002S 0.7871 0.2129

+l

0.0010 0.0030 0.940S 0.059S

+I

0.008S 0.0037 l.1S29

-0.1S29

-1 0.007S 0.0033 1.0176

-0.0176

-1

',0.0074 0.0032 0.9931 0.0069

+l 0.0101 0.0044 1.3636

-0.3636

-1 O.OOS8 0.0026 0.7887 0.2113

+l 0.0007 '

0.0003 0.1002 0.8998

+l 0.0006 0.0003 0.0839 0.9161

+l

. 0.002S o.oq11 0.3374 0.6626

+l 0.0037 0.0016

'O.SOS3 0.4947

+l 0.0041 0.00,18 0.S478 0.4S22

+l 0.0031 0.0014 0.4248 O.S7S2

+l 0.0028 0.0012 0.3817 0.6183

+l 0.0029 0.0013 0,3882 0.6118

+l.

'*0.0026 0.0011 0.3493 0.6S07

+l 0.0032 0.0014 0.4347 O.S6S3

+l 0.0035 O.OOlS 0.4761 0.5239

+l

• 0.0040 0.0017 O.S362 0.4638

+1 0.0043 0.0019 O.S868 0.413~

+l 0.0048 0.0021 0.6498 0.3S02'

+l 0.0040 0.0017 O.S367 0.4633,

+l 0.0044 0.0019 0.S936 0.4064

+l 0.0048 0.0021 0.6S21 0.3479

+l

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE.

SURVEY UNITS 05 l 19A

• Pipe Section Sump*

Co-60 SOF Section E3 to E2 Position 15 OB 0.3847 Section E3 to E2 Position 16 OB 0.3364 Section E3 to E2 Position 17 OB 0.3201 Section E3 to E2 Position 18 OB 0.2481 Section E3 to E2 Position 19 OB 0.3601 Section E3 to E2 Position 20 OB 0.4107 Section E3 to E2 Position 2 I OB 0.4753 Section E3 to E2 Position 22 OB.

0.4370 Section E3 to E2 Position 23 OB 0.4891 Section E3 to E2 Position 24 OB:

0.5390 Section E3 to E2 Position 25 OB 0.5232 Section E3 to E2 Position 26 OB 0.5130 Section E3 to E2 Position 27 OB 0.2567 Section E3 to E2 Position 28 OB 0.2544 Section E3 to E2 Position 29 OB 0.2522 Section E3 to E2 Position 30 OB 0.1460 Section E3 to E2 Position 31 OB 0.0130 Section E3 to E2 Position 32 OB 0.0390 Section E2 to El Position 0 OB 0.0889 Section E2 to EI Position 1 OB 0.1415 Section E2 to El Position 2 OB 0.2152 Section E2 to El Position 3 OB 0.3153 Section E2 to E 1 Position 4 OB 0.4003 Section E2 to El Position 5 OB 0.5695 Section E2 to EI Position 6 OB 0.3652 Section E2 to El Position 7

.OB 0.3 I I3 Section E2 to E 1 Position 8 OB

. 0.4353 Section E2 to EI Position 9 OB 0.45IO Section E2 to El Position 10 OB 0.6269 Section E2 to EI Position I 1 OB 0.6270 Section E2 to EI Position 12 OB 0.5475 Section E2 to El Position 13 OB 0.3461 Section E2 to El.Position f4 OB 0.3249 Sect.ion E2 to El Position 15 OB 0.3225 Section E2 to El Position 16 OB 0.3913

. Section E2 to E 1 Position 17 OB 0.3750 Section E2 to E 1 Position 18 OB 0.375 I Section E2 to El Position 19 OB 0.3499 Section E2 to El Position 20 OB 0.4030 Section E2 to El Position 21 OB 0.4104 Section E2 to El Position 22 OB 0.4196 Section E2 to El Position 23 OB 0.4690 Section E2 to E 1 Position 24 OB 0.5217 Section E2 to E 1 Position 25 OB 0.5083 Section E2 to El* Position 26 OB 0.4853 Section E2 to El Position 27 OB 0.4109 Section E2 to El Position 28 OB 0.3990 Section E2 to El Position 29 OB 0.40I8 Section E2 to EI Position 30 OB 0.4379 Section E2 to El Position 31 OB 0.3854 Section E2 to El Position 32 OB 0.2796 Section E2 to EI Position 33 OB 0.2289 Section E2 to El Position 34 OB 0.2953 Section E2 to El Position 35 OB 0.3103.

Section E2 to El Position 36 OB 0.3201 Cs~134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

• o.oooo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

. 0.0000 0.0000 0.0000

[125]

Cs-137 SOF.

0.3005 0.2628 0.2501 0.1938 0.2813 0.3209 0.3713 0.3414 0.3821 0.4211 0.4087

. 0.4008 Q.2005 0.1987 0.1971 0.1140 0.0102 0.0305 0.0695 0.1106 0.1681 0.2464 0.3128 0.4449 0.2853 0.2432 0.340I 0.3524 0.4898 0.4898 0.4277 0.2704 0.2538 0.2520 0.3057 0.2930 0.2930 0.2734 0.3148 0.3206 0.3278 0.3664 0.4076 0.3971 0.3791 0.3210 0.3117 0.3139 0.3421 0.3010 0.2184 0.1788 0.2307 0.2424 0.2501

~

ZIONSOLUTIONSuc

Ni-63 Sr-90 SOF

'.1-Ws Sign SOF.

SOF (Ws) 0.0051 0.0022 0.6926 0.3074

+l 0.0045 0.0020 0.6057 0.3943

+l 0.0043 0.0019 0.5763 0.4237

+l 0.0033 0.0014 0.4467 0.5533

+l 0.0048 0.0021 0.6482 0.3518

+l 0.0055 0.0024 0.7395 0.2605

+I 0.0063 0.0028 0.8557 0.1443

+l 0.0058 0.0025 0.7867 0.2133

+!

0.0065 0.0028 0.8806 0.1194

+l 0.0072 0.0031 0.9704 0.0296

+l 0.0070 0.0030 0.9420 0.0580

+l 0.0068 0.0030 0.9236 0.0764

+I 0.0034 0.0015 0.4621 0.5379

+l 0.0034 0~0015 0.4580.

0.5420

+I 0.0034 0.0015 0.4541 0.5459

+I 0.0019 0.0009 0.2628 0.7372

+I 0.0002 0.0001 0.0234 0.9766

+I 0.0005 0.0002 0.0703 0.9297

+I 0.0012 0.0005 0.1601 0.8399

+l 0.0019 0.0008 0.2548 0.7452

+l 0.00.29 0.0013 0.3874 0.6126

+l 0.0042 0.0018 0.5677 0.4323

+l 0.0053 0.0023 0.7208 0.2792

+l 0.0076 0.0033 1.0254

-0.0254 cl 0.0049 0.0021 0.6576 0.3424

+I 0.0042 O:OOI8 0.5605 0.4395

+I 0.0058 0.0025 0.7837 0.2163

+I 0.0060 0.0026 0.8120 0.1880

+I 0.0084 0.0037 1.1287

-0. I287

-1 0.0084 0.0037 1.1288

-0.1288

-I 0.0073 0.0032 0.9857 0.0143

+I 0.0046 0.0020 0.6230 0.3770

+l 0.0043 0.0019 0.5849 0.4151

+I 0.0043 0.0019 0.5807 0.4193

+I 0.0052 0.0023 0.7044 0.2956

+l 0.0050 0.0022 0.6752 0.3248

+I 0.0050 0.0022 0.6753 0.3247

+l 0.0047 0.0020 0.6300 0.3700

+l 0.0054 0.0023 0.7256 0.2744

+l 0.0055 0.0024 0.7389 0.261 I

+l 0.0056 0.0024 0.7555 0.2445

-t-1 0.0063 0.0027 0.8444 0.1556

+I 0.0070 0.0030 0.9393 0.0607

+l 0.0068 0.0030 0.9152 0.0848

+l 0.0065 0.0028 0.8737 0.1263

+l 0.0055 0.0024 0.7398 0.2602

+l 0.0053 0.0023 0.7183 0.2817

+I 0.0054 0.0023 0.7235 0.2765

+I 0.0058 0.0026 0.7884 0.2116

+I 0.0051 0.0022 0.6938.

0.3062

+I O.OOJ7 0.00*16 0.5033 0.4967

+l 0.0031 0.0013 0.4121 0.5879

+I 0.0039 0.0017 0.5316 0.4684

+l 0.0041 0.0018 0.5586.

0.4414

+l 0.0043 0.0019 0.5764 0.4236

+l

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY uNITS 05119A Section E2 to El Position 38 OB 0.3203 Section E2 to El Position 39 OB 0.3702 Section E2 to El Position 40 OB 0.3344 Section E2 to El Position 41 OB 0.3043 Section E2 to El Position 42 OB 0.3527 Section E2 to El Position 43 OB 0.2756 Section E2 to E 1 Positi.on 44 OB 0.2572 Section E2 to El Position 45 OB 0.2222 Section E2 to El Position 46 OB 0.3238 Section E2 to EI Position 4 7 OB 0.1810 Section E2 to El Position 48 OB 0.0520 Section E2 to El Position 49 OB 0.0265 Section E2 to El Position 50 OB 0.0281 Section El to Sump B Position 0 OB 0.0549 Section El to Sump BPosition 1 OB 0.0295 Section El to Sump B Position 2 OB 0.0301 Section El to Sump B Position 3 OB 0.0402 Section El to Sump B Position 4

• OB 0.0418 Section El to Sump B Position 5 OB 0.0381 Section E 1 to Sump B Position 6 OB 0.0580 Section El tO Sump B Position 7 OB 0.1366 Section EI to Sump B Position 8 OB 0.0133 Sump B to Section El Position O OB 0:0235 Sump B to Section El Position 1 OB 0.0168 Sump B to Section El Position 2 OB 0.0281 Sump B to Section E 1 Position 3 OB.

0.0383 Sump B to Section El Position 4 OB 0.1160 Section F6 to F5 Position Zero OB 1.1072 Section F6 to F5 Position 1 OB 1.2044 Section F6 to F5 Position 2 OB 1.1770 Section F6 io F5 Position 3 OB 0.9886 Section F6 to F5 Position 4 OB 0.4362 Section F6 to F5 Position 5 OB 0.1996 Section F6 to F5 Position 6 OB 0.2193 *.

Section F5 to F4 Position 0 OB 0.6226 Section F5 ~o F4 Position I OB 0.8700 Section F5 to F4 Position 2 OB 1.0335 Section F5 to F4 Position 3 OB 0.9086 Section F5 to F4 Position 4 OB 0.6769 Section F5 to F4 Position 5 OB 0.7951 Sectiori F5 to F4 Position 6 OB 1.0387 Section F5 to F4 Position 7 OB 0.9768 Section F5 to F4 Position 8 OB 0.8258 Section F5 to F4 Position 9.

OB 0.7553 Section F5 to F4 Position 10 OB 0.8507 Section F5 to F4 Position 11 OB 0.9272 Section F5 to F4 Position 12 OB 0.9120 Section F5 to F4 Position 13 OB 0.9382 Section F5 to F4 Position 14 OB 1.0840 Section F5 to F4 Position 15 OB 1.1143 Section F5 to F4 Position 16 OB 1.0133 Section F5 to F4 Position 17 OB 1.0905 Section F5 to F4 Position 18 OB 1.1303 Section F5 to F4 Position 19 OB 1.2185 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[126]

~

ZIONSOLUTIONSuc

0.2892 0.0049 0.0022 0.6665 0.3335

+l 0.2613 0.0045 0.0019 0.6021 0.3979

+I

• 0.2377 0.0041 0.0018 0.5478 0.4522

+I 0.2755 0.0047 0.0021 0.6350 0.3650

+l 0.2153 0.0037 0.0016 0.4962 0.5038

+I 0.2009 0.0034 0.0015 0.4631 0.5369

+I 0.1736 0.0030 0.0013 0.4000 0.6000

+l 0.2530 0.0043 0.0019

.0.5830 0.4170

+I 0.1414 0.0024 0.0011 0.3259 0.6741

+I 0.0406 0.0007

'0.0003 0.0936 0.9064

+l 0.0207 0.0004

• 0.0002 0.0478 0.9522

+I 0.0219 0.0004 0.0002 0.0506 0.9494

+l 0.0429 0.0007 0.0003 0.0989 0.9011

+I 0.0231 0.0004 0.0002 0.0532.

0.9468

+l 0.0235 0.0004 0.0002 0.0542 0.9458

+l 0.0314 0.0005 0.0002 0.0724 0.9276

+l 0.0327 0.0006 0.0002 0.0753 0.9247

+I 0.0298

, 0.0005 0.0002 0.0687 0.9313

+I 0.0453 0.0008 0.0003 0.1044 0.8956

+I 0.1068 0.0018 0.0008 0.2460 0.7540

+I 0.0104 0.0002 0.0001 0.0240 0.9760

+l 0.0184 0.0003 0.0001 0.0421 0.9577

+I 0.0131 0.0002 0.0001 0.0302 0.9698

+l 0.0220 0.0004 0.0002 0.0506 0.9494

+l 0.0299 0.0005 0.0002 0.0690 0.9310

+l 0.0906 0.0015 0.0007 0.2088 0.7912

+l 0.8650 0.0148 0.0064 1.9935

-0.9935

-1 0.9409 0.0161 0.0070 2.1684

-1.1684

-1 0.9195 0.0157 0.0069 2.1191

-1.1191

-I 0.7724 0.0132 0.0058 1.7799

-0.7799

-1 0.3408 0.0058 0.0025 0.7853 0.2147

+l 0.1559 0.0027 0.0012 0.3594 0.6406

+l 0.1713 0.0029 0.0013 0.3949 0.60.51

+l 0.4864 0.0083 0.0036 1.1210

-0.1210

-1 0.6796 0.0116 0.0051 1.5663

-0.5663,

-1 0.8074 0.0138 0.0060 1.8606

-0.8606

-1 0.7098 0.0121 0.0053 1.6358

-0.6358

-1 0.5288 0.0090 0.0039 1.2187

-0.2187

-1 0.6212 0.0106 0.0046 1.4315

-0.4315

-1 0.8115 0.0138 0.0061 1.8701

-0.8701

-1 0.7631 0.0130 0.0057 1.7586

-0.7586

-1 0.6451 0.0110 0.0048 1.4867

-0.4867

-1 0.5900 0.0101 0.0044 1.3598

-0.3598

-1 0.6646 0.0113 0.0050 1.5316

-Q.5316

-1 0.7243 0.0124 0.0054 1.6693

-0.6693

-1 0.7125 0.0122 0.0053 1.64! 9

-0.6419

-1 0.7329 0.0125 0.0055 1.6891

-0.6891

-1 0.8468 0.0145 0.0063 1.9516

-0.9516

-1 0.8705 0.0149 0.0065 2.0062

-1.0062

-1 0.7916 0.0135 0.0059 1.8244

-0.8244

-I 0.8519 0.0145 0.0064 1.9633

-0.9633

-1 0.8830 0.0151 0.0066 2.0349

-1.0349

-I 0.9519 0.0162 0.0071 2.1938

-1.1938

-1

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sllllip Cq-60 SOF Section F5 to F4 Position 20 OB 1.2680 Section F5 to F4 Position 2 I OB I.I I 14 Section F5 to F4 Position 22 OB 1.0141 Section F5 to F4 Position 23 OB I.I 124 Section F5 to F4 Position 24 OB l.1425 Section F5 to F4 Position 25 OB l.1641 Section F5 to F4 Position 26 OB I.I 902 Section F5 to F4 Position 27 OB l.1512 Section F5 to F4 Position 28 OB' 1.2392 Section.f5 to F4 Position 29 OB l.2387 Section F5 to F4 Position 30 OB

. I.2058 Section F5 to F4 Position 3 I OB 1.2136 Section F5 to F4 Position 32 OB 1.2275 Section F5 to F4 Position 33 OB 1.2473 Section F5 to F4 Position 34 OB 1.2526 Section F5 to F4 Position 35 OB I.I 735 Section F5 to F4 PositiOn 36 OB 1.1442 Section F5 to F4 Position 37 OB I.I 892 Section F5 to F4 Position 38 OB 1.2026 Section F5 to F4 Position 39 OB I. I 121 Section F5 to F4 Position 40 OB 0.9180 Section F5 to F4 Position 4 I OB 0.2233 Section F5 to F4 Position 42 OB 0.0844 Section F4 to F3 Position 0 OB 0.6114 Section F4 to F3 Position 1 OB 0.6473 Section F4 to F3 Position 2 OB 0.8515 Section F4 to F3 Position 3 OB

. 0.5185 Section F4 to F3 Position 4 OB 0.6131 Section F4 to F3 Position 5 OB 0.5545 Section F4 to F3 Position 6 OB 0.6484 Section F4 to F3 Position 7 OB 0.7628 Section F4 to F3 Position 8 OB 0.6422 Section F4 to F3 Position 9 OB 0-7723 Section F4 to F3 Position I 0 OB 0.8821 Section F4 to F3 Position I 1 OB 0.8613 Section F4 to F3 Position 12 OB 0.9533 Section F4 to F3 Position 13 OB 0.9340 Section F4 to F3 Position I 4 OB 0.7915 Section F4 to F3 Position l 5 OB 0.8386 Section F4 to F3 Position I 6 OB 0.8653 Section F4. to F3 Position I 7 OB 0.8039 Section F4 to F3 Position I 8 OB 0.7547 Section F4 to F3 Position I 9 OB 0.8434 Section F4 to F3 Position 20 OB 0.8513 Section F4 to F3 Position 21 OB 0.6775 Section F4 to F3 Position 22 OB 0.6218 Section F4 to F3 Position 23 OB 0.5849 Section F4 to F3 Position 24 OB 0.6350 Section F4 to F3 Position 25 OB 0.5339 Section F4 to F3 Position 26 OB 0.6561 Section F4 to F3 Position 27 OB 0.4580 Section F4 to F3 Position 28 OB 0.1762 Section F4 to F3 Position 29 OB 0.0591 Section F3 to F2 Position 0 OB 0.5022 Section F3 to F2 Position I OB 0.8207 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000.

0.0000 0.0000 0.0000 0:0000 0~0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000.

0.0000 0.0000 0.0000 0.0000.

0.0000 0.0000 0.0000 0.0000 0.0000.

0.0000.

. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[127]

Cs-137 SOF 0.9906 0.8683 0.7923 0.8691 0.8926 0.9094 0.9298 0.8994 0.9681 0.9677 0.9420 0.C)48l 0.9590 0.9744 0.9786 0.9168

. 0.8939 0.9291 0.9395 0.8688 0.7171

.0.1744 0.0660 0.4776 0.5057 0.6652 0.4051 0.4790 0.4332 0.5065 0.5959 0.5017

'0.6033 0.6891

.0.6728 0.7447 0.7297 0.6183 0.6551 0.6760 0.6280 0.5896 0.6589 0.6651 0.5293 0.4858 0.4570 0.4961 0.4171 0.5126 0.3578 0.1377 0.0462 0.3924 0.6412

.~

ZIONSOLUTIONSuc

.. _°""'"'

Ni-63 Sr-90 SOF lcWs Sign SOF*

SOF (Ws) 0.0169 0.0074 2.2829

-1.2829

-I 0.0148 0.0065 2.0010

-1.0010

-I 0.0135 0.0059 1.8258

-0.8258

-1 0.0148 0.0065

' 2.0028

-1.0028

-1 0.0152 0.0067

.2.0570

-1.0570

-I 0.0155 0.0068 2.0959

-1.0959

-l 0.0159 0.0069 2.1428

-1.1428

-l 0.0153 0.0067 2.0726

-l.0726

-I 0.0165 0.0072

. 2.2310

-l.2310

-l 0.0165 0.0072 2.2302

-l.2302

-I 0.0161 0.0070 2.1709

-1.1709

-1 0.0162 0.0071 2.1849

-l.1849

-l 0.0164 0.0071 2.2100

-l.2100

-I 0.0166 0.0073 2.2456

-l.2456

-I 0.0167 0.0073 2.2551

-1.255 l

-1 0.0156 0.0068 2.1127

-1.1127

-I 0.0153 0.0067 2.0600

-1.0600

-I 0.0159 0.0069 2.1411

-1.1411

-I 0.0160 0.0070 2.1651

-1.1651

-I 0.0148 0.0065 2.0022

-l.0022

-l 0.0122 0.0053 1.6527

-0.6527

-I 0.0030 0.0013

. 0.4020 0.5980

+I

• 0.0011 0.0005 q.1520 0.8480

+1 0.0082 0.0036 1.,1007

-0.1007

-1 0.0086 0.0038 1.1654

-0.1654

-1 0.0114 0.0050 l.5330

-0.5330

-l 0.0069 0.0030 0.9335 0.0665

+I 0.0082 0.0036 1.1038

-0.1038

-1 0.0074 0.0032 0.9983 0.0017

+I 0.0086 0.0038 1.1674

-0.1674

-I 0.0102 0.0044 1.3734

-0.3734

-1 0.0086 0.0037 1.1563

-0.1563

-1 0.0103 0.0045 1.3904

-0.3904

-I 0.0118 0.0051 1.5881

-0.5881

-I 0.0115 0.0050 1.5506

-0.5506

-I 0.0127 0.0056 1.7163

-0.7163

~I 0.0125 0.0054 1.6816

-0.6816

-I 0.0106 0.0046 1.4250

-0.4250

-I 0.0112 0.0049 1.5097

-0.5097

-1 0.0115 0.0050 l.5579

-0.5579

-I 0.0107 0.0047 1.4473

-0.4473

-1 0.0101 0.0044 1.3587

-0.3587

-I 0.0112 0.0049 l.5185

-0.5185

-I 0.0114 0.0050 1.5328

-0.5328

-1 0.0090 0.0039 1.2198

-0.2198

-I 0.0083 0.0036 I.I 195

-0.I 195

-I 0.0078 0.0034 1.053 l '

-0.0531

-l 0.0085 0.0037 1.1433

-0.1433

-I 0.0071 0.0031 0.9612 0.0388

+I 0.0087 0.0038 1.1813

-0.1813

-I 0.0061 0.0027 0.8245 0.1755

+l 0.0023 0.0010 0.3 I 73 0.6827

+I 0.0008 0.0003 0.1064 0.8936

+1 0.0067 0.0029 0.9042 0.0958

+I 0.0109 0.0048 l.4777

-0.4777

-I

i I

FRSRELEASERECORD

~

AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEYUNITS 05119A

=ZIONSOLUTIONSuc-

.M~SMAml"~

Cq,60

. Cs'l34

.. cs~f3;7,

' SOP*

'i.soF.*. **soF Section F3 to F2 Position 2 OB 0.8812 0.0000 0.6884 0.0117 0.0051 1.5865

-0.5865

-1 Section F3 to F2 Position 3 OB 0.8698 0.0000 0.6795 0.0116 0.0051 1.5660

-0.5660

-1 Section F3 to F2 Position 4

• OB 0.9132 0.0000 0.7134.

0.0122 0.0053 1.6441

-0.6441

-1 Section F3 to F2 Position 5 OB 0.8317

• o.oooo 0.6498 0.0111 0.0048 1.4974

-0.4974

-1 Section F3 to F2 Position 6 1 OB 0.8433 0.0000 0.6588 0.0112 0.0049 l.5183

-0.5183

-1 Section F3 to F2 Position 7 OB 0.8671 0.0000 0.6774 0.0116 0.0051 l.5611

-0.5611

-1 Section F3 to F2 Position 8 OB 0.9957 0.0000 0.7779 0.0133 0.0058 1.7927

-0.7927

-1 Section F3 to F2 Position 9 OB 0.7995 0.0000 0.6246 0.0107 0.0047 1.4393

-0.4393

-I

• Section F3 to F2 Position 10 OB 0.5296 0.0000 0.4137 0.0071 0.0031 0.9535 0.0465

+I Section F3 to F2 Position 11 OB 0.9065 O.OOOo 0.7081 0.0121 0.0053 l.6320

-0.6320

-1 Section F3 to F2 Position I 2 OB 0.9837 0.0090 0.7685 0.0131 0.0057

!.7710.

-0.7710

-I Section F3 to F2 Position 13 OB l.1127 0.0000

,0.8693 0.0148 0.0065 2.0033

-1.0033

-I Section F3 to F2 Position I 4 OB 0.6271 0.0000

' 0.4899 0.0084 0.0037 l.1289

-0.1289

-1 Section F3 to F2 Position 15 OB 0.8634 0.0000 0.6745 0.0115 0:0050 l.5544

-0.5544

-I Section F3 to F2 Position 16 OB 0.8634 0.0000 0.6745 0.0115 0.0050 1.5544

-0.5544

-1 Section F3 to F2 Position 17 OB l.l 117 0:0000' 0.8685 0.0148 0.0065 2.0015

-1.0015

-1 Section F3 to F2 Position 18 OB 0.9215 0.0000 0.7199 0.0123 0.0054 l.6590

-0.6590

-I Section F3 to F2 Position 19 OB 0.8086 0.0000 0.6317..

0.0 I 08 0.0047 l.4557

-0.4557

-I Section F3 to F2 Position 20 OB 0.8787 0.0000 0.6865 0.0117 0.0051 1.5820

-0.5820

-I Section F3 to F2 Position 21 OB 0.930 I

, 0.0000 0.7266 0.0124 0.0054 1.6745

-0.6745

-I Section F3 to F2 Position 22 OB

. l.1286 0.0000 0.8817 0.0150 0.0066 2.0320

-1.0320

-I Section F3 to F2 Position 23 OB 1.020~ '

0.0000 0.7972 0.0136 0.0059 1.8373

-0.8373

-I Section F3 to F2 Position 24 OB 1.0637 0.0000 0.8310 0.0142'.

0.0062 l.9151

-0.9151 Section F3 to F2 Position 25 OB 1.0517 0.0000, 0.8216

• 0.0140 0.0061 1.8934

-0.8934

-I Section F3 to F2 Position 26 OB 1.0613 0.0000 0.8291

. 0.0141 0.0062 1.9107.

-0.9107

-I Section F3 to F2 Position 27 OB 1.0613 0.0000 0.8291 0.0141 0.0062 1.9107

-0.9107

-I Section F3 to F2 Position 28 OB l.1142 0.0000 0.8704 0.0149 0.0065 2.0059

-1.0059

-1 Section F3 to F2 Position 29 OB l.1230 0.0000 0:8773 0.0150 0.0065 2.0218

-1.0218

-I Section F3 to F2 Position 30 OB 1.0337 0.0000 0~8076 0.0,138 0.0060 l.8611

-0.8611

-1 Section F3 to F2 Position 3 I OB 0.9932 0.0000 0.7759 0.0132 0.005,8 1.7882

-0.7882

-I Section F3 to F2 Position 32 OB 1.0293 0.0000 0.8041 0.0137 0.0060 1.8531

-0.8531

-I Section F3 to F2 Position 33 OB 1.0084 0.0000 0.7878 0.0134 0.0059 1.8155

-0.8155

-1 Section F3 to F2 Position 34 OB 0.9885 0.0000 0.7723 0.0132*

0.0058 1.7797

-0.7797

-I Section F3 to F2 Position.35 OB 0.8931 0.0000 0'.6977 0.,0119 0.0052 1.6080

-0.6080

-1 Section F3 to F2 Position 36 OB 0.9115 0.0000 o~.1121 0.0122 0.0053 1.6411

-0.6411

-1 Section F3 to F2 Position 37.

OB 0.8955 0.0000 0.6996 0.0119 0.0052 1.6122

-0.6122

-I Section F3 to F2 Position 38 OB 0.8968 0.0000 0.7006 0.0120 0.0052 1.6146

-0.6146

-I Section F3 to F2 Position 39 OB 0.9572 0.0000 0.7478 0.0128 0.0056 1.7234

-0.7234

-I

• Section F3 to F2 Position 40 OB 0.7258 0.0000 0:5670 0.0097 0.0042 l.3067

-0.3067

-I Section F3 to F2 Position 41 OB 0.3297 0.0000

' 0.2575 0.0044 0.0019 0.5935 0.4065

+r Section F3 to F2 Position 42 OB 0.1422 0.0000 0.1111 0.0019 0.0008.

0.2559 0.7441

+I Section F3 to F2 Position 43 OB 0.1830 0.0000 0.1430

'0.0024 0.0011 0.3295 0.6705

+I Section F3 to F2 Position 44 OB 0.0617 0.0000 0.0482 0.0008 0.0004 0.1110 0.8890

+I Section F3 to F2 Position 45 OB 0.0512 0.0000 0.0400 0.0007 0.0003 0.0922 0.9078

+l Section F2 to FI Position 0 OB 0.1534 0.0000 0.1199

'0.0020 0.0009 0.2763 0.7237

+l Section F2 to Fl Position I OB 0.1230 0.0000 0,0961

.0.0016 0.0007 0.2215 0.7785

+I Section F2 to Fl Position 2 OB 0.0907 0.0000 0.0709

• 0.0012 0.0005 0.1633 0.8367

+I Section F2 to Fl Position 3 OB 0.0908 0.0000 0.0709

.0.0012 0.0005 0.1634 0.8366

+I Section F2 to Fl Position 4 OB 0.1314 0.0000 0.1026 0.0018

,0.0008 0.2365 0.7635

+I Section F2 to Fl Position 5 OB 0.1817

• o.oooo 0.1420 0.0024 0.0011 0.3271 0.6729

+l Section F2 to Fl Position 6 OB 0.1810 0.0000 0.1414 0.0024 0.0011 0.3258 0.6742

+l Section F2 to FI Position 7 OB 0.1645.

0.0000 0.1285 '

0.0022 0.0010 0.2962 0.7038

+I Section F2 to Fl Position 8 OB 0.1570' 0.0000 0.1227 0.0021 0.0009 0.2827 0.7173

+I Section F2 *to FI Position 9 OB 0.2200 0.0000 0.1719 0.0029 0.0013 0.3961 0.6039

+I Section F2 to Fl Position IO OB 0.2071 0.0000 0.1.618 0.0028 0.0012 0.3729 0.6271

+I

[128]

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60

• SOF Section F2 to F 1 Position 11 OB 0.2184 Section F2 to Fl Position 12 OB 0.2320 Section F2 to Fl Position 13 OB 0.2956 Section F2 to Fl Position 14

• OB 0.4693 Section F2 to F 1 Position 15 OB 0.6146 Section F2 to Fl Position 16 OB 0.5990 Section F2 to Fl Position 17 OB 0.7386 Section F2 to F 1 Position 18 OB 0.7774 Section F2 to Fl Position 19 OB 0.9056 Section F2 to Fl Position 20 OB 0.9401 Section F2 to Fl Position 21 OB 0.8600 Section F2 to Fl Position 22 OB 0.5713 Section F2 to F 1 Position 23 OB 0.7734 Section F2 to Fl Position 24 OB 0.8779 Section F2 to F 1 Position 25 OB 0.8773 Section F2 to Fl Position 26 OB 0.8011 Section F2 to Fl Position 27 OB 0.6508 Section F2 to Fl Position 28 OB 0.5766 Section F2 to Fl Position 29 OB 0.7568 Section F2 to Fl Position 30 OB 0:8325 Section F2 to F 1 Position 31 OB 0.7282 Section F2 to Fl Position 32 OB 0.5623 Section F2 to F 1 Position 33 OB 0.7771 Section F2 to F 1 Position 34 OB 0.7832 Section F2 to Fl Position 35 OB 0.7939 Section F2 to Fl Position 36 OB 0.9327

• Section F2 to Fl Position 37 OB 1.0774' Section F2 to Fl Position 38 OB 0.9699 Section F2 to Fl Position 39 OB 1.0153 Section F2 to F 1 Position 40 OB 1.0387 Section F2 to Fl Position 41 OB 1.1008 Section F2 to Fl Position 42 OB 1.0662 Section F2 to Fl Position 43 OB 1.0256 Section F2 to FI Position 44 OB 0.7613 Section F2 to Fl Position 45 OB 1.0588 Section F2 io Fl Position 46 OB 0.7552 Section F2 to Fl Position 4 7 OB 0.5461 Section F2 to Fl Position 48 OB 0.9960 Section F2 to Fl Position 49 OB 1.0484 Section F2 to F 1 Position 50 OB 1.0155 Section F2 to F 1 Position 51 OB 1.0434 Section F2 to F 1 Position 52 OB 0.6303 Section F2 to Fl Position 53 OB 0.2105 Section F2 to Fl Position 54 OB 0.1001 Section Fl to Sump B Position 0 OB*

0.0503 Section Fl to Sump B Position l OB 0.0356 Section Fl to Sump B Position 2 OB 0.0377 Section Fl to Sump B Position 3 OB 0.0417 Section Fl to Sump B Position 4 OB 0.0669 Section Fl to Sump B' Position 5 OB 0.0766 Section Fl to Sump B Position 6 OB 0.0657 Section Fl to Sump B Position 7 OB 0.1550 Section F 1 to Sump B' Position 8.

.OB 0.1359 Section Fl to Sump B Position 9 OB 0.1873 Section Fl to Sump B P'osition 10 OB 0.3402 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[129]

Cs-137 0SOF:

0.1706 0.1813 0.2309 0.3667 0.4801 0.4679 0.5770 0.6073 0.7075 0.7344 0.6718 0.4463 0.6042 0.6858 0.6854 0.6258 0.5084 0.4504 0.5912 0.6504 0.5689 0.4393 0.6071 0.6118 0.6202 0.7286 0.8417 0.7577 0.7932 0.8115 0.8599 0.8329 0.8012 0.5947 0.8272 0.5900 0.4266 0.7781 0.8190 0.7933 0.8151 0.4924 0.1644 0.0782 0.0393 0.0278 0.0294 0.0326 0.0522 0.0599 0.0513 0.1211 0.1061 0.1463 0.2657

~

=ZlONSOLUTIONS~-

M~~~

Ni-63 Sr-90 SOF 1-Ws S,ign SOF SOF

<Ws)

• 0.0029 0.0013 0.3932 0.6068

+l 0.0031 0.0014 0.4178 0.5822

+l 0.0039 0.0017 0.5321 0.4679

+l 0.0063 0.0027 0.8450 0.1550

+l 0.0082 0.0036 1.1065

-0.1065

-1 0.0080 0.0035 1.0784

-0.0784

-1 0.0098 0.0043 1.3297

-0.3297

-1 0.0104 0.0045 1.3997

-0.3997

-1 0.0121 0.0053 1.6305

-0.6305

-I' 0.0125 0.0055 1.6925

-0.6925

-I O.Ql 15 0.0050 1.5483

-0.5483

-I 0.0076 0.0033 1.0285

-0.0285

-1 0.0103 0.0045 1.3925

-0.3925

-1 0.0117 0.0051 1.5805

-0.5805

-1 0.0117 0.0051 1.5795

-0.5795

-1 0.0107 0.0047 1.4423

-0.4423

-1 0.0087 0.0038 1.1717

-0.1717

-I 0.0077 0.0034 1.0380

-0.0380

-1 0.0101 0.0044 1.3625

-0.3625

-1 0.0111 0.0048 1.4989

-0.4989

-I 0.0097 0.0042 1.3110

-0.3110

-I 0.0075 0.0033 1.0124

-0.0124

-I 0.0104 0.0045 1.3991

-0.3991

-I 0.0104 0.0046 1.4100

-0.4100

-1 0.0106 0.0046 1.4293

-0.4293

-I 0.0124 0.0054 1.6792

-0.6792

-1 0.0144 0.0063 1.9397

-0.9397

-1 0.0129 0.0056 1.7462

-0.7462

-1 0.0135 0.0059 1.8279

-0.8279

-1 0.0138 0.0061 1.8701

-0.8701

-I 0.0147 0.0064 1.9818

-0.9818

-I 0.0142 0.0062 1.9195

-0.9195

-I 0.0137 0.0060 1.8464

-0.8464

-1 0.0101 0.0044 1.3706

-0.3706

-I 0.0141 0.0062 1.90.63

-0.9063

-1 0.0101 0.0044 1.3596

-0.3596

-I 0.0073 0.0032 0.9831 0.0169

+I 0.0133 0.0058 1.7932

-0.7932

-1 0.0140 0.0061 1.8874

-0.8874

-1 0.0135 0.0059 1.8282

-0.8282

-1 0.0139 0.0061 1.8785

-0.8785

-I 0.0084 0.0037 1.1348

-0.1348

-I 0.0028 0.0012 0.3789 0.6211

+]

0.0013 0.0006 0.1803 0.8197

+I 0.0007 0.0003 0.0906 0.9094

+I 0.0005 0.0002 0.0641 0.9359

+l.

0.0005 0.0002 0.0678 0.9322

+l 0.0006 0.0002 0.0751 0.9249

+l 0.0009 0.0004 0.1204 0.8796

+I 0.0010 0.0004 0.1379 0.8621

+I 0.0009 0.0004 0.1182 0.8818

+I 0.0021 0.0009 0.2790 0.7210

+I 0.0018 0.0008 0.2446 0.7554

+l 0.0025 0.0011 0.3372 0.6628

+I 0.0045 0.0020 0.6124 0.3876

+I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

~i!li'.s~~iGni *. * ;_. ;).

i '.

• 0

s;;wp.

Cci~60

";;,"' '"::' 1,,

~~:;

"J>:~l' 1*'****soF, Section Fl to Sump B Position 11 OB 0.4179 Section Fl to Sump B Position 12 QB 0.1578 Section Fl to Sump B Position 13 OB 0.2416 Section Fl to Sump B Position 14 OB 0.0875 Section Fl to Sump B Position 15 OB 0.0219 Section Fl to Sump B Position 16 OB 0.0228 Section G3 to G2 Position O OB 0.1817 Section G3 to G2 Position I OB 0.1747 Section G3 to G2 Position 2 OB 0.1371 Section G3 to G2 Position 3 OB 0.1159 Section G3 to G2 Position 4 OB 0.1145 Section G3 to G2 Position 5 OB 0.1409 Section G3 to G2 Position 6 OB 0.1268 Section G3 to G2 Position 7 OB 0.1236 Section G3 to G2 Position 8 OB 0.1235 Section G3 to G2 Position 9 OB 0.1281 Section G3 to G2 Position 10 OB 0.1553 Section G3 to G2 Position 11 OB 0.1757 Section G3 to G2 Position 12 OB 0.1580 Section G3 to G2 Position 13 OB 0.1545 Section G3 to G2 Position 14 OB*

0.2187 Section G3 to G2 Position 15 OB 0.2036 Section G3 to G2 Position 16 OB 0.2524 Section G3 to G2 Position 17 OB 0.2478 Section G3 to G2 Position 18 OB 0.2075 Section G3 to G2 Position 19 OB 0.2329 Section G3 to G2 Position 20 OB 0.2047 Section G3 to G2 Position 21 OB 0.2330 Section G3 to G2 Position 22 OB 0.2313 Section G3 to G2 Position 23 OB 0.2382 Section G3 to G2 Position 24 OB 0.1909 Section G3 to G2 Position 25 OB 0.1797 Section G3 to G2 Position 26 OB 0.1725 Section G3 to G2 Position 27 OB 0.1159 Section G3 to G2 Position 28 OB 0.0249 Section G3 to G2 Position 29 OB 0.0467 Section G2 to GI Position 0 OB 0.6780 Section G2 to GI Position I OB 0.6717 Section G2 to GI Position 2 OB 0.7044 Section G2 to GI Position 3 OB 0.5221 Section G2 to GI Position 4 OB 0.5051 Section G2 to GI Position 5 OB 0.4534 Section G2 to.GI Position 6 OB 0.4053 Section G2 to GI Position 7 OB 0.5186 Section G2 to G 1 Position 8 OB 0.4341 Section G2 to GI Position 9 OB 0.3709.

Section G2 to GI Position 10 OB 0.3540 Section G2 to G 1 Position 11 OB 0.3643 Section'G2 to GI Position 12 OB 0.3538 Section G2 to GI Position 13 OB 0.3312 Section G2 to GI Position 14 OB 0.3310 Section G2 to GI Position 15 OB 0.3420 Section G2 to GI Position 16 OB 0.3712 Section G2 to GI Position 17 OB 0.4407 Section G2 to GI Position 18 OB 0.3902

.Cs-J3jJ

• • sdF... ;..

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

.0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[130]

Cs~l37:

's0F*

0.3265 0.1233 0.1888 0.0683 0.0171 0.0178 0.1419 0.1365 0.1071 0.0905 0.0894 0.1101 0.0990 0.0966 0.0965 0.1001

'0.1213 0.1373 0.1235.

0.1207 0.1709 0.1590 0.1972 0.1936 0.162*1 0.1819 0.1599 0.1820 0.1807 0.1861 0.1492 0.1404 0.1347 0.0906 0.0194 0.0365 0.5297 0.5247 0.5503 0.4079 0.3946 0.3542 0.3166 0.4051 0.3392 0.2898 0.2766 0.2846 0.2764 0.2587 0.2586 0.2672 0.2900 0.3443 0.3048

~

ZIONSOLUTIONSu:c

M~~

Ni-63;*

Sr-90.**; .SOE,* I; P5Vs c*:Sign

. SOE:*:, sof':*.:

• tw~)

• 1,.

0.0056 0.0024 0.7524 0.2476

+I 0.0021 0.0009 0.2842 0.7158

+I 0.0032 0.0014 0.4350 0.5650

+I 0.0012 0.0005 0.1575 0.8425

+I 0.0003 0.0001 0.0394 0.9606

+I 0.0003 0.0001 0.0410 0.9590

+I 0.0024 0.0011 0.3270 0.6730

+I 0.0023 0.0010 0.3146 0.6854

+I 0.0018 0.0008 0.2468 0.7532

+I 0.0015 0.0007 0.2087 0.7913

+I

• 0.0015 0.0007 0.2061 0.7939

+I 0.0019 0.0008 0.2538 0.7462

+I 0.0017 0.0007 0.2282 0.7718

+I 0.0016 0.0007 0.2226 0.7774

+I 0.0016 0.0007 0.2224 0.7776

+I 0.0017 0.0007 0.2307 0.7693

+I 0.0021 0.0009 0.2796 0.7204

+I 0.0023 0:0010 0.3164 0.6836

+I

(

0.0021 '

0.0009 0.2845 0.7155

+I 0.0021 0.0009 0.2782 0.7218

+I

. 0.0029 0.0013 0.3938 0.6062

+I 0.0027 0.0012 0.3665 0.6335

+I 0.0034 0.0015 0.4544 0.5456

+I

'0.0033 0.0014 0.4461 0.5539

+I 0.0028 0.0012 0.3736 0.6264

+I 0.0031 0.0014 0.4192 0.5808

+I 0.0027 0.0012 0.3686 0.6314

+I

. 0.0031 0.0014 0.4195 0.5805

'+!

0.0031 0.0013 0.4165 0.5835

+I 0,0032 0.0014 0.4289 0.5*711

+I 0.0025 0.0011 0.3438 0.6562

+I 0.0024 0.0010 0.3236 0.6764

+I 0:0023 0.0010 0.3105 0.6895

+l 0.0015 0.0007 0.2087 0.7913

+I 0.0003 0.0001 0.0448 0.9552

+I 0.0006 0.0003 0.0841 0.9159

+I 0.0090 0.0039 1.2207

-0.2207

-1 0.0090 0.0039 1.2093

-0.2093

. -1 0.0094 0.0041 1.2682

-0.2682

-1 0:0010 0.0030 0.9401 0.0599

+I 0.0067 0.0029 0.9094 0.0906

+l 0:.0060 0.0026 0.8163 0.1837

+I 0.0054 0.0024 0.7296 0.2704

+l 0.0069 0.0030 0.9336 0.0664

+I 0.0058 0.0025 0.7816 0.2184

+I 0.0049 0.0022 0.6678 0.3322

+I 0.0047 0.0021 0.6374 0.3626

+I 0.0049 0.0021 0.6560 0.3440

+I 0.. 0041 0.0021 0.6370 0.3630

+I 0:0044 0.0019 0.5962 0.4038

+I 0.0044 0.0019 0.5959 0.4041

+I 0~0046 0.0020 0.6158

'0.3842

+I

' 0~0049 0.0022 0.6683 0.3317

+I 0:0059 0.0026 0.7935 0.2065

+I 0.0052 0.0023 0.7024 0.2976

+I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

~

ZIONSOLUTIONSu:c

All~*~

Section G2 to GI Position I9 OB 0.3030 0.0000 0.2367 0.0040 0.0018 0.5455 0.4545

+I Section G2 to GI Position 20 OB 0.2628 0.0000 0.2053 0.0035 O.OOI5 0.473I 0.5269

+I Section G2 to GI Position 2 I OB 0.2687 0.0000 0.2099 0.0036 O.OOI6 0.4837 0.5I63

+I Section G2 to GI Position 22 OB 0.2738 0.0000 0.2139 0.0036 0.0016 0.4929 0.5071

+l Section G2 to G1 Position 23 OB 0.2411 0.0000 0.1884

' 0.0032' 0.0014 0.434I 0.5659

+I Section G2 to GI Position 24 OB 0.2468 0.0000 0.1928 0.0033 O.OOI4 0.4444 0.5556

+I Section G2 to GI Position 25 OB 0.3288 0.0000 0.2569 0.0044 O.OOI.9 0.5920 0.4080

+I Section G2 to GI Position 26 OB 0.2979 0.0000 0.23?7 0.0040 O.OOI7 0.5363 0.4637

+I Section G2 to GI Position 27 OB 0.2142 0.0000 0.1673 0.0029 0.0012 0.3856 0.6I44

+I Section G2 to G 1 Position 28 OB 0.262I 0.0000 0.2048 0.0035 0.0015 0.4719 0.5281

+I Section G2 to GI Position 29 OB 0.2804 0.0000 0.2191 0.0037 0.0016 0.5049 0.4951

+I Section G2 to GI Position 30 OB 0.2448 0.0000 0.19I2 0.0033 O.OOI4 0.4407 0.5593

+I Section G2 to GI Position 3 I OB 0.2284 0.0000 "

0.1784 0.0030 O.OOI3 0.4112 0.5888

+I Section G2 to G 1 Position 32 OB 0.2323 0.0000' 0.1815

' 0.0031 0.0014 0.4183 0.5817

+I Section G2 to GI Position 33 OB 0.2532 0.0000 0.1978 0.0034 0.0015 0.4559 0.5441

+1 Section G2 to GI Position 34 OB 0.2589 0.0000 0.2023 0.0035 0.0015 0.4661 0.5339

+I Section G2 to G1 Position 35 OB 0.2248 0.0000 '

0.1757 0.0030 0.0013 0.4048 0.5952

+l Section G2 to GI Position 36 OB 0.2326 0.0000

' 0.18I 7 0.0031 0.0014 0.4187 0.5813

+1 Section G2 to G1 Position 37 OB 0.2423 0.0000 0.1893 0.0032 O.OOI4 0.4363 0.5637

+I Section G2 to GI Position 38 OB 0.2286 0.0000 0.1786 0.0030 0.0013 0.41I6 0.5884

+I Section G2 to GI Position 39 OB 0.2087 0.0000' 0.1631 0.0028 0.0012 0.3758 0.6242

+I Section G2 to G 1 Position 40 OB 0.2308 0.0000 0.1803 0.0031 O.OOI3 0.4155 0.5845

+I Section G2 to G 1 Position 4 I OB 0.2147 0.0000,'

0.1678 0.0029 O.OOI3 0.3866 0.6134

+I Section G2 to GI Position 42 OB 0.2362 0.0000 0.1845 0.003I O.OOI4 0.4252 0.5748

+I Section.G2 to GI Position 43 OB 0.2790 0.0000' 0.2180 0.0037 0.0016 0.5024 0.4976

+I Section G2 to GI Position 44 OB 0.3190 0.0000 0.2492 0.0043 0.0019 0.5742 0.4258

+I Section G2 to G 1 Position 45 OB 0.3210 0.0000 0.2508 0.0043 0.0019 0.5779 0.4221

+I Section G2 to G 1 Position 46 OB 0.0228 0.0000 0.0178 0.0003 0.0001 0.0410 0.9590

+I Section G2 to G1 Position 47 OB 0.0139 0.0090' O.OI09 0.0002 O.OOOI 0.0251 0.9749

+1 Section G2 to G 1 Position 48 OB 0.0137 0.0000 0.0107 0.0002 O.OOOI 0.0246 0.9754

+I Section G2 to G 1 Position 49 OB 0.0145 0.0000

'0.0113 0.0002 0.0001 0.0261 0.9739

+I Section GI to Sump B Position Zero OB 0.. 6180 0.0000' 0.4828 0.0082 0.0036 1.II26

-0:1I26

-I Section G l to Sump B Position 1 OB 0.5464.

0.0000 0.4269 0.0073 0.0032 0.9837 0.0163

+l Section G 1 to Sump B Position 2 OB 0.6660 0.0000 0.5203 0.0089 0.0039 1.1991

-0.1991

-1 Section GI to Sump B Position 3 OB 0.6997 0.0000 0.5466 0.0093 0.0041 1.2597

-0.2597

-1 Section GI to Sump B Position 4 OB 0.6278 0.0000 0.4904 0.0084 0.0037 1.1302

-0.1302

-1 Section GI to Sump B Position 5 OB 0.6302 0.0000 0.4923 0.0084 0.0037 1.1346

-0.1346

-1 Section GI to Sump B Position 6 OB 0.40I8 0.0000 0.3139 0.0054 0.0023 0.7234 0.2766

+1 Section GI to Sump B Position 7 OB 0.3305 0.0000 0.2582 0.0044 0.0019 0.5950 0.4050

+l Section G 1 to Sump B Position 8 OB 0.4851 0.0000 0.3790 0.0065 0.0028 0.8734 0.1266

+I Section GI to Sump B Position 9 OB 0.4717 0.0000 0.3685 0.0063 0.0027 0.8492 0.1508

+I Section G 1 to Sump B Position I 0 OB 0.6472 0.0000 0.5056 0.0086 0.0038 1.1652

-0.1652

-I Section GI to Sump B Position 11 OB 0.6371 0.0000 0.4977 0.0085 0.0037 1.1471

-0.1471

-1 Section G1 to Sump B Position 12 OB 0.5504

' 0.0000 0.4300 0.0073 0.0032 0.9909 0.0091

+l Section GI to Sump B Position 13 OB 0.0508 0.0000 0.0397 0.0007 0.0003 0.0915 0.9085

+l Section Gl to Sump B Position 14 OB 0.0233 0.0000

' 0.0182 0.0003 0.0420 0.9580

+I Section GI to Sump B Position 15 OB 0.0194 0.0000 O.OI51 0.0003 O.OOOI 0.0349 0.9651

+I Section H3 to H2 Position 0 OB 0.2263 0.0000 0.1768 0.0030 0.0013 0.4075 0.5925

+I Section H3 to H2 Position I OB 0.3030 0.0000 I 0.2367 0.0040 0.0018 0.5455.

0.4545

+1 Section H3 to H2 Position 2 OB 0.3943 0.0000 0.3081 0.0053 0.7100 0.2900

+1 Section H3 to H2 Position 3 OB 0.4108 0.0000 0.3210 0.0055 0.0024 0.7397 0.2603

+1 Section H3 to H2 Position 4 OB 0.4957 0.0000 0.3873 0.0066 0.0029 0.8925 0.1075

+l Section H3 to H2 Position 5 OB 0.3820 0.0000 0.2984 0.0051 0.0022 0.6877 0.3123

+!

Section H3 to H2 Position 6 OB 0.3796 0.0000 0.2966 0.0051 0.0022 0.6834 0.3 I66

+l Section H3 to H2 Position 7 OB 0.4044 0.0000 0.3159 0.0054 0.0024 0:7280 0.2720

+l

[131]

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60 SOF Section H3 to H2 Position 8 OB 0.3378 Section H3 to H2 Position 9 OB 0.3425 Section H3 to H2 Position 10 OB 0.3024 Section H3 to H2 Position 11 OB 0.2694 Section I:I3 to H2 Position 12 OB 0.2228 Section H3 to H2 Position 13 OB 0.1362 Section H3 to H2 Position 14 OB 0.0207 Section H3 to H2 Position 15 OB 0.0808 Section H2 to HI Position 0 OB 0.4533 Section H2 to HI Position I OB 0.4067 Section H2 to HI Position 2 OB 0.5847 Section H2 to HI Position 3 OB 0.6307 Section H2 to HI Position 4 OB 0.5841 Section H2 to HI Position 5 OB 0.5629 Section H2 to HI Position 6 OB 0.6248 Section H2 to HI Position 7 OB 0.5953 Section H2 to HI Position 8 OB 0.5788 Section H2 to HI Position 9 OB 0.6012 Section H2 to HI Position IO OB 0.5464 Section H2 to HI Position 11 OB 0.5175 Section H2 to HI Position 12 OB 0.5004 Section H2 to HI Position 13 OB 0.4721 Section H2 to HI Position 14 OB 0.3873 Sectimi H2 to HI Position 15 OB 0.4232 Section H2 to HI Position 16 OB 0.3761 Section H2 to HI Position 17 OB 0.4203 Section H2 to HI Position 18 OB 0.3896 Section H2 to HI Position 19 OB 0.3879 Section H2 to HI Position 20 OB 0.4332 Section H2 to HI Position 21 OB 0.4032 Section H2 to HI *Position 22 OB 0.4067 Section H2 to HI Position 23 OB 0.3336 Section H2 to HI Position 24 OB 0.3761 Section H2 to HI Position 25 OB 0.3383 Section H2 to HI Position 26 OB.

0.4279 Section H2 to HI Position 27.

OB 0.4356 Section H2 to HI Position 28 OB 0.3655 Section H2 to HI Position 29 OB 0.3991 Section H2 to HI Position 30 OB 0.3655 Section H2 to HI Position 31 OB 0.3590 Section H2 to HI Position 32 OB 0.4698 Section H2 to HI Position 33 OB 0.2906 Section H2 to HI Position 34 OB 0.2700 Section H2 to HI Position 35 OB 0.2882 Section H2 to Hl Position 36 OB 0.3053 Section H2 to HI Position 37 OB 0.4739 Section H2 to HI Position 38 OB 0.4044 Section H2 to HI Position 39 OB 0.3814 Section H2 to HI Position 40 OB 0.3525 Section H2 to HI Position 41 OB 0.2399 Section H2 to HI Position 42 OB 0.3077 Section H2 to HI Position 43 OB 0.4250 S.ection H2 to HI Position 44 OB 0.4238 Section H2 to HI Position 45 OB 0.3307 Section H2 to HI Position 46 OB 0.0707 Cs-134

'SOF 0.0000 0.0000 0.0000 0.0000 0.0000 '

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

• o.oooo 0.0000 0.0000 0.0000 0.0000 0.0000

. 0.0000 0.0000 0.0000 0.0000 0.0000

.0.0000 0.0000 0.0000

0.0000 i0.0000 0.0000 0.0000.

0.0000 0.0000

[132]

Cs-137 SOF 0.2639 0.2675 0.2362 0.2104 0.1741 0.1064 0.0162 0.0631

. 0.3541 0.3177 0.4568 0.4927 0.4563 0.4398 0.4881 0.4651 0.4522 0.4697 0.4269 0.4043 0.3910 0.3689 0.3025 0.3306 0.2938 0.3283 0.3044 0.3030 0.3385 0.3150 0.3177 0.2606 0.2938 0.2643 0.3343 0.3403 0.2855 0.3118 0.2855 0.2804 0.3670 0.2270 0.2109 0.2252 0.2385 0.3702

,0.3159 0.2979 0.2754 0.1874 0.2404 0.3320 0.3311 0.2583 0.0553

~

ZIONSOLUTIONSuc

M~~

Ni-63 Sr-90 S0F 1-Ws Sign SOF SOF cws) 0.0045 0.0020 0.6081 0.3919

+I 0.0046 0.0020 0.6166 0.3834

+I 0.0040 0.0018

. 0.5444 0.4556

+I 0.0036 0.0016 0.4850 0.5150

+I 0.0030 0.0013 0.4011 0.5989

+I 0.0018 0.0008 0.2451 0.7549

+I 0.0003 0.0001 0.0372 0.9628

+I 0.0011 0.0005 0.1454 0.8546

+I 0.0060 0.0026 0.8161 0.1839

+I 0.0054 0.0024 0.7322 0.2678

+I 0.0078 0.0034 1.0527

-0.0527

-I 0.0084 0.0037 1.1355

-0.1355

-I 0.0078 0.0034 1.0517

-0.0517

-I 0.0075 0.0033' 1.0135

-0.0135

-I 0.0083 0.0036 1.1249

-0.1249

-1 0.0079 0.0035 1.0718

-0.0718

-I 0.0077 0.0034' 1.0421

-0.0421

-I 0.0080 0.0035 1.0824

-0.0824

-1 0.0073 0.0032 0.9838 0,0162

+I 0.0069 0.0030 0.9318 0.0682

+I 0.0067 0.0029 0.9010 0.0990

+I 0.0063 0.0027 0.8500 0.1500

+1 0.0052 0.0023 0.6972 0.3028

+1 0.0056 0.0025 0.7620 0.2380

+I 0.0050 0.0022 0.6771 0.3229

+1 0.0056 0.0024 0.7567 0.2433

+I 0.0052 0.0023 0.7015 0.2985

+I 0.0052 0.0023 0.6983 0.3017

+I 0.0058 0.0025 0.7800 0.2200

+I 0.0054 0.0023 0.7259 0.2741

+I 0.0054 0.0024 0.7322 0.2678

+I 0.0044 0.0019 0.6007 0.3993

+I 0.0050 0.0022 0.6771 0.3229

+I 0.0045 0.0020 0.6091 0.3909

+I 0.0057 0.0025 0.7704 0.2296

+I 0.0058 0.0025 0.7842 0.2158

+I 0.0049 0.0021 0.6580 0.3420

+I 0.0053 0.0023 0.7184 0.2816

+I 0.0049 0.0021 0.6580 0.3420

+I 0.0048 0.0021 0.6463 0.3537

+I 0.0063 0.0027 0.8458 0.1542

+I 0.0039 0.0017 0.5232 0.4768

+I 0.0036 0.0016 0.4860 0.5140

+I 0.0038 0.0017 0.5189 0.4811

+I 0.0041 0.0018 0.5497 0.4503

+I 0.0063 0.0028 0.8532 0.1468

+I 0.0054

• . 0.0024 0.7280 0.2720

+I 0.0051 0.0022 0.6866 0.3134

+I 0.0047 0.0021 0.6346 0.3654

+I 0.0032 0.0014 0.4319 0.5681

+I 0.0041

0.0018 0.5540 0.4460

+I 0.0057 0.0025 0.7651 0.2349

+I 0.0057 0.0025 0.7630 0.2370

+I 0.0044 0.0019 0.5953 0.4047

+I.

0.0009 0.0004 0.1273 0.8727 '

+I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section.*

Sump Co-60 SOF Section H2 to HI Position 47 OB 0.0458 Section H2 to HI Position 48 OB 0.0322 Section H2 to HI Position 49 OB 0.0272 Section HI to Sump B Position 0 OB 0.4108 Section HI tO Sump B Position I OB 0.5388 Section HI to Sump B Position 2 OB 0.5329 Section HI to Sump B Position 3 OB 0.6130 Section HI to Sump B Position 4 OB 0.6955 Section HI to Sump B Position 5 OB 0.8488 Section HI to Sump B Position 6 OB 0.8842 Section HI to Sump B Position 7 OB 0.5865 Section HI to Sump B Position 8 OB 0.7663 Section HI to Sump B Position 9 OB 0.7014 Section HI to Sump B Position 10 OB 0.7840 Section HI to Sump B Position 11 OB 0.9608 Section HI to Sump B Position 12 OB 1.1140 Section HI to Sump B Position 13 OB 0.7840 Section HI to Sump B Position 14 OB 0.5894 Section HI to Sump B Position 15 OB Q.4049 Section HI to Sump B Position 16 OB 0.0177 Section HI to Sump B Position 17 OB 0.0120 Section J2 to J3 Position Zero OB 0.5953 Section J2 to J3 Position I OB 0.6661 Section J2 to J3 Position 2 OB 1.1023 Section J2 to J3 Position 3 OB 1.2614 Section J2 to J3 Position 4 OB 1.2791 Section J2 to J3 Position 5 OB 1.2909 Section J2 to J3 Position 6 OB 1.2555 Section J2 to j) Position 8 OB 1.2791 Section J2 to J3 Position 9 OB 1.2378 Section J3 to J 1 Position Zero OB 0.3967 Section J3 to JI Position I OB 0.3342 Section J3 to JI Position 2 OB 0.2470 Section J3 to JI Position 3 OB 0.2417 Section J3 to J 1 Position 4 OB 0.2228 Section J3 to JI Position 5 OB 0.4421 Section J3 to J 1 Position 6 OB 0.5676 Section J3 to J 1 Position 7

. OB 0.4132 Section J3 to J 1 Position 8 OB 0.3519 Section J3 to JI Position 9 OB 0.3083 Section J3 to JI Position I 0 OB 0.2458 Section J3 to JI Position 11 OB 0.3189 Section J3 to J 1 Position 12 OB 0.3118 Section J3 to JI Position 13 OB 0.2700 Section J3 to JI Position 14 OB 0.2871 Section J3 to JI Position 15 OB 0.3000 Section J3 to JI Position 16 OB 0.2812 Section J3 to J 1 Position 17 OB 0.2711 Section J3 to JI Position 18 OB 0.2511 Section J3 to JI Position 19 OB 0.,1709 Section J3 to JI Position 20 OB 0.1544 Section J3 to JI Position 21 OB 0.1202 Section J3 to JI Position 22 OB 0.1197 Section J3 to JI Position 23 OB 0.1167 Section J3 to JI Position 24 OB 0.1350 Cs-134 SOF

. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000, 0.0000 0.0000 0.0000' 0.0000 0.0000' 0.0000 0.0000 0.0000 0.0000 O.OOOQ'.

0.0000 0,0000 0.0000 0,0000 0.0000 0.0000 0.0000 0.0000.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000, 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[133]

Cs-137 SOF 0.0358 0.0252 0.0212 0.3210 0.4209 0.4163 0.4789 0.5434 0.6631 0.6907 0.4582 0:5986 0.5480 0.6124 0.7506 0.8703 0.6124 0.4605 0.3164 0.0138

. 0.0094 0.4651 0.5204 0.8611 0.9854 0.9993 1.0085 0.9808 0.9993 0.9670 0.3099 0.2611 0.1929 0.1888 0.1741 0.3454 0.4434 0.3228 0.2749 0.2408 0.1920 0.2491 0.2436 0.2109 0.2243 0.2344 0.2197 0.2118 0.1962 0.1335 0.1206 0.0939 0.0935 0.0912 0.1055

~

_;__z10NSOLUTIONSuc=

Ni-63 Src90

• SOF 1-Ws Sign SOF SOF cws) 0.0006 0.0003 0.0825 0.9175

+I 0.0004 0.0002 0.0580 0.9420

+I 0.0004 0.0002 0.0489 0.9511

+I 0.0055 0.0024 0.7397 0.2603

+l 0.0072 0.0031 0.9700 0.0300

+l 0.0071 0.0031 0.9593 0.0407

+l 0.0082 0.0036 1.1037

-0.1037

-1 0.0093 0.0041 1.2522

. -0.2522

-I 0.0113 0.0049 1.5282

-0.5282

-1 0.0118 0.0051 1.5918

-0.5918

-I

' 0.0078 0.0034 1.0559

-0.0559

-1 Q.0102 0.0045 1.3796

-0.3796

-1 0.0094 0.0041 1.2629

-0.2629

-I 0.0105 0.0046 1.4114

-0.4114

-I 0.0128 0.0056 1.7298

-0.7298

-I 0.0149 '

0.0065 2.0057

-1.0057

-I 0.0105 0.0046 1.4114

-0.4114

-I 0.0079 0.0034 1.0612

-0.0612

-I 0.0054 0.0024 0.7291 0.2709

+I 0:0002 0.0001 0.0318 0.9682

+I 0.0002 0.0001 0.0216 0.9784

+l 0.0079 0.0035 1.0718

-0.0718

-1 0.0089 0.0039

'1.1992

-0.1992

-I 0.0147 0.0064 1.9845

-0.9845

-I 0.0168 0.0073 2.2710

-1.2710

-1 0.0171 0.0075 2.3029

-1.3029

-1 0.0172 0.0075 2.3241

-1.3241

-1 0.0167 0.0073 2.2604

-1.2604

-1 0.0171 0.0075 2.3029

-1.3029

-I 0.0165 0.0072 2.2286

-1.2286

-I 0.0053 0.0023 0.7142 0.2858

+l 0.0045 0.0019 0.6017 0.3983

+l

'0.0033 0.0014 0.4447 0.5553

+I 0.0032 0.0014 0.4351 0.5649

+l 0.0030 0.0013 0.4011 0.5989

+I 0.0059 0.0026 0.7959

'0.2041

+1 0.0076 0.0033 1.0220

-0.0220

-I 0.0055 0.0024 0.7439 0.2561

+!

0.0047 0.0020 0.6336 0.3664

+l 0.0041 0.0018 0.5550 0.4450

+I 0.0033 0.0014 0.4425 0.5575

+l 0.0043 0.0019 0.5741 0.4259

+I 0.0042 0.0018 0.5614 0.4386

+I 0.0036 0.0016 0.4860 0.5140

+1 0.0038 0.0017 0.5168 0.4832

+I 0.0040 0.0017 0.5402 0.4598

+I 0.0037 0.0016 0.5062 0.4938

+I 0.0036 0.0016 0.4882 0.5118

+I 0.0033 0.0015 0.4521 0.5479

+l 0.0023 0.0010 0.3078 0.6922

+I 0.0021 0.0009 0.2780 0.7220

+l 0.0016 0.0007 0.2165' 0.7835

+l 0.0016 0.0007 0.2154 0.7846

+1 0.0016 0.0007 0.2101-0.7899

+I 0.0018 0.0008 0.2430 0.7570

+I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Secti~n Swnp Co-60 SOF Section J3 to J1 Position 25 OB 0.1751 Section J3 to J1 Position 26 OB 0.2411 Section J3 to J1 Position 27 OB 0.2440 Section J3 to JI Position 28 OB 0.2299 Section J3 to JI Position 29 OB 0.2275 Section J3 to J1 Position 30 OB 0.2894 Section J3 to J1 Position 31 OB 0.4279 Section J3 to JI Position 32 OB 0.4368 Section J3 to J1 Position 33 OB 0.5340 Section J3 to JI Position 34 OB 0.5600 Section J3 to JI Position 35 OB 0.5641 Section J3 to JI Position 36 OB 0.6425 Section J3 to JI Position 37 OB 0.6189 Section J3 to JI Position 38 OB 0.5505 Section J3 to JI Position 39 OB 0.4321 Section J3 to JI Position.40 OB 0.6248 Section J3 to J1 Position 41 OB 0.8311 Section J3 to JI Position 42 OB 0.8370 Section J3 to J1 Position 43 OB 0.6307 Section J3 to J1 Position 44 OB 0.7899 Section J3 to JI Position 45 OB 1.0787 Section J3 to J1 Position 46 OB 1.2143 Section J3 to J1 Position *47 OB 1.2378 Section J3 to JI Position 48 OB 0.3466 Section J3 to JI Position *49 OB 0.1438 Section JI to Sump B Position 0 OB 0.2317 Section J1 to Sump B Position I OB 0.1285 Section JI to Sump B Position 2 OB 0.2205 Section JI to Sump B Position 3 OB 0.2941 Section JI to Sump B Position 4 OB 0.3425 Section J1 to Sump B Position 5 OB 0.2729 Section JI to Sump B Position 6 OB 0:2222 Section JI to Sump B Position 7 OB 0.1745 Section JI to Sump B Position 8 OB 0.2275 Section JI to Sump B Position 9 OB 0.1721 Section JI to Sump B Position IO OB 0.2434 Section JI to Sump B Position 11 OB 0.2399 Section JI to Sump B Position 12 OB 0.3678 Section JI to Sump B Position 13 OB 0.5199 Section JI to Sump B Position 14 OB 0.3242 Section JI to Sump B Position 15 OB 0.0690 Section JI to Sump B Position 16 OB 0.0318 Section JI to Sump B Position 17 OB 0.0455 Section K2 to Kl Position Zero OB 0.2093 Section K2 to Kl Position I OB 0.2157 Section K2 to Kl Position 2 OB 0.1792 Section K2 to Kl Position 3 OB 0.1662 Section K2 to Kl Position 4 OB 0.1739 Sect.ion K2 to Kl Position 5 OB 0.1668 Section K2 to Kl Position 6 OB 0.1727 Section K2 to Kl Position 7 OB 0.1986 Section K2 to KI Position 8 OB 0.2458 Section K2 to Kl Position 9 OB 0.2517 Section K2 to Kl Position I 0 OB 0.2670 Section K2 to Kl Position 11 OB 0.2517 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000.

0.0000 0.0000 0~0000 0.0000 0.0000 0.0000 0~0000 0.0000 0:0000.

0.0000' 0.0000 0.0000 0.0000 0'.0000 0.0000

[134]

Cs-137 SOF 0.1368 0.1883 0.1906 0.1796 0.1777 0.2261 0.3343 0.3412 0.4172 0.4375 0.4407 0'.5019 0.4835 0.4301 0.3375 0.4881 0.6493 0.6539 0.4927 0.6171 0.8427 0.9486 0.9670 0.2708

'0.1124 0.1810

'0.1004 0.,1722 0.2298 0.2675 0.2132 0:1736 0.1363 0.1777 0.1345 0.1902 0.1874 0.2873 0.4062 0.2533 0.0539 0.0248

' 0.0355 0.1635 0.1685 0.1400 0.1299 0.1358 0.1303 0.1349 0.1552 0.1920 0.1966 0.2086 0.1966

~

ZIONSOLUTIONSuc

NtE""'ll'f~~

Ni,63 Sr-90 SOF 1-Ws Sign SOF SOF (Ws)

. 0.0023 0.0010 0.3152 0.6848

+I 0.0032 0.0014 0.4340 0.5660

+I 0.0033 0.0014 0.4393 0.5607

+I 0.0031 0.0013 0.4139 0.5861

+I 0.0030 0.0013

. 0.4096 0.5904

+l 0.0039.

0.0017 0.5211 0.4789

+I 0.0057 0.0025 0.7704 0.2296

+l 0.0058 0.0025 0.7864 0.2136

+l 0.0071 0.0031 0.9615

. 0.0385

+I

.0.0075 0.0033 1.0082

-0.0082

-1 0.0075 0.0033

. 1.0156

-0.0156

-I 0.0086 0.0037 1.1567

-0.1567

-1 0.0083 0.0036 1.1143

-0.1143.

-1 0.0073 0.0032 0.9912 0.0088

+I 0.0058 0.0025 0.7779 0.2221

. +I 0.0083 0.0036 1.1249

-0.1249

-I 0.0111 0.0048 1.4963

-0.4963

-I 0.0112 0.0049 1.5069

-0.5069

-1 0.0084 0.0037 1.1355

-0.1355

-I 0.0105 0.0046 1.4220

-0.4220

-1 0.0144 0.0063.

1.9420

-0.9420

-1 0.0162 0.0071 2.1861

-1.1861

-1 0.0165 0.0072

. 2.2286

-1.2286

-I*

0.0046 0.0020 0.6240 0.3760

+I 0.0019 0.0008 0.2589 0.7411

+I 0.0031 0.0013 0.4171 0.5829

. +I 0.0017 0.0007 0.2313 0.7687

+I 0.0029 0.0013 0.3969 0.6031

+I 0.0039 0.0017 0.5296 0.4704

+I 0.0046 0.0020 0.6166 0.3834

+I 0.0036 0.0016 0.4913 0.5087

+I 0.0030 0.0013 0.4001 0.5999

+I 0.0023 0.0010 0.3141 0.6859

+I 0.0030 0.0013 0.4096 0.5904

+I 0.0023.

0.0010 0.3099 0.6901

+I 0.0032 0.0014 0.4383 0.5617

+I 0.0032 0.0014 0.4319 0.5681

+I

'0.0049 0.0021 0.6622

. 0.3378

+I 0.0069, 0.0030 0.9360 0.0640

+I 0.0043 0.0019 0.5837 0.4163

+I 0.0009 0.0004 0.1242 0.8758

+I 0.0004 0.0002 0.0572 0.9428

+I 0.0006 0.0003 0.0819 0.9181

+I 0.0028 0.0012 0.3767 0.6233

+I 0.0029 0.0013 0.3884

. 0.6116

+I 0.0024 0.0010 0.3226 0.6774

+I 0.0022 0.0010 0.2993 0.7007

+I 0.0023 0.0010 0.3131 0.6869

+I 0.0022 0.0010 0.3003 0.6997

+I 0.0023 0.0010 0.3109 0.6891

+!

0.0026 0.0012 0.3576 0.6424

+I 0:0033 0.0014 0.4425 0.5575

+I 0.0034 0.0015 0.4531 0.5469

+I 0.0036 0.0016 0.4807 0.5193

+I 0.0034 0.0015 0.4531 0.5469

+I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60 SOF Section K2 to Kl Position 12 OB 0.23S7 Section K2 to Kl Position 13 OB 0.2570 Section K2 to Kl Position 14 OB 0.22S7 Section K2 to Kl Position 15 OB 0.2234 Section K2 to Kl Position 16 OB 0.2275 Section K2 to K 1 Position 17 OB 0.1S27 Section K2 to Kl Position lS OB 0.1650 Section K2 to K 1 Position 19 OB O.IS45 Section K2 to K 1 Position 20 OB 0.1727 Section K2 to Kl Position 21 OB 0.1603 Section K2 to K 1 Position 22 OB 0.1703 Section K2 to Kl Position 23 OB 0.1456 Section K2 to K 1 Position 24 OB 0.16S6 Section K2 to Kl Position 25 OB OJ53S Section K2 to Kl Position 26 OB 0.1220 Section K2 to Kl Position 27 OB 0.1Sl5 Section K2 to Kl Position 2S OB 0.20S7 Section K2 to Kl Position 29 OB 0.2965 Section K2 to Kl. Position 30 OB 0.2694 Section K2 to K 1 Position 31 OB 0.31,65 Section K2 to Kl Position 32 OB 0.3053 Section Kl to Sump B Position 0 OB 0.2493 Section Kl to Sump B Position 1 OB 0.2511 Section Kl to Sump B Position 2 OB 0.2505 Section Kl to Sump B Position 3 OB 0.2364 Section K 1 to Sump B Position 4 OB 0.2941 Section Kl to Sump B Position 5 OB 0.23S7 Section Kl to SumpB Position 6 OB 0.26S2 Section Kl to Sump B Position 7 OB 0.2753 Section Kl to Sump B Position S OB 0.2Sl2 Section Kl to Sump B Position 9 OB 0.2499 Section Kl to Sump B Position 10 OB 0.2676 Section Kl to SumpB Position 11 OB 0.2717 Section Kl to SumpB Position 12 OB 0.2523 Section Kl to Sump B Position 13 OB p.2546 Section Kl to Sump B Position 14 OB 0.2S35 Section Kl to Sump B Position 15 OB 0.2511 Section Kl to Sump B Position 16 OB 0.21Sl Section Kl to Sump B'Position 17 OB 0.2210 Section K 1 to Sump B Position l S OB 0.2134 Section Kl to Sump B Position 19 OB 0.2322 Section Kl to Sump B Position 20 OB 0.3749 Section Kl to Sump B Position 21 OB 0.0920 Section L9 to LS Position Zero OB 0.004S Section L9 to LS Position 1 OB 0.0561 Section L9 to LS Position 2 OB 0.0577 Section L9 to LS Position 3 OB 0.0636 Section L9 to LS Position 4*

OB 0.033S Section L9 to LS Position 5 OB 0.0134 Section L9 to LS Position 6 OB 0.0196 Section L9 to LS Position 7 OB 0.0092 Section L9 to LS Position S OB p.021S Section L9 to LS Position 9 OB 0.0057 Section L9 to LS Position 10 OB 0.0052 Section LS to L 7 Position 0 OB 0.0600 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 '

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

,0.0000

0.0000 0.0000

',0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

'0.0000 0.0000 0.0000 0.0000

[135]

Cs-137 SOF 0.1S65 0.200S 0.17S7 0.1745 0.1777 0.142S 0.12S9 0.1441 0.1349 0.1253 0.1331 0.1137 0.1317 0.1202 0.0953 0.141S 0.1630 0.2316 0.2104 0.2473 0.23S5 0.194S 0.1962 0.1957 O.IS47

' 0.229S 0.1S65 0.2095 0.2150 0.2197 0.1952 0.2091 0.2123 0.1971 0.19S9 0.2215 0.1962 0.1704 0.1727 0.1667 0.1Sl4 0.2929 0.071S 0.0173 0.2011 0.2069 0.22Sl 0.1211 0.04S2 0.0704 0.0330 0.07Sl 0.0205 O.OlSS 0.2152

~

ZIONSOLUTIONSuc

Ma.v,.~~

Ni-63 Sr-90 SOF 1-Ws Sign SOF

.SOF (Ws) 0.0032 0.0014 0.429S 0.5702

+l 0.0034 0.0015 0.4627 0.5373

+l 0.0030 0.0013 0.41 lS

' 0.5SS2

-fl 0.0030 0.0013 0.4022 0.597S

+l 0.0030 0.0013 0.4096 0.5904

+l 0.0024 0.0011 0.3290 0.6710

+l 0.0022 0.0010 0.2971 0.7029

+l 0.0025 0.0011 0.3322 0.667S

+l 0.0023 0.0010 0.3109 0.6S91

+l 0.0021 0.0009 0.2SS7 0.7113

+l 0.0023 0.0010 0.3067 0.6933

+l 0.0019 o.ooos 0.2621 0.7379

+l 0.0022 0.0010 0.3035 0.6965

+l 0.0021 0.0009 0.2770 0.7230

+l 0.0016 0.0007 0.2197 0.7S03

+l 0.0024 0.0011 0.3269 0.6731

+l 0.002S 0.0012 0.3757 0.6243

+l 0.0040 0.0017 0.533S 0.4662

+l 0.0036 0.0016 0.4S50 0.5150

+l 0.0042.

0.00lS 0.5699 0.4301

+l 0.0041 O.OOlS 0.5497 0.4503

+l 0.0033 0.0015 0.44S9 0.5511

+l 0.0033 0.0015 0.452.1 0.5479

+l 0.0033 0.0015 0.4510 0.5490

+l 0.0032 0.0014 0.4256 0.5744

+l 0.0039 0.0017 0.5296 0.4704

+l 0.0032 0.0014 0.429S 0.5702

+l 0.0036 0.0016 0.4S29 0.5171

+l 0.0037 0.0016 0.4956 0.5044

+l 0.0037 0.0016 0.5062 0.493S

+l 0.0033 0.0015 0.4500 0.5500

+I 0.0036 0.0016 0.4SlS 0.51S2

+I 0.0036 0.0016 0.4892 0.510S

+l 0.0034 0.0015 0.4542 0.545S

+l 0.0034 0.0015 0.45S4 0.5416

+l 0.003S 0.0017 0.5104 0.4S96

+l 0.0033 0.0015 0.4521 0.5479

+l 0.0029 0.0013 0.3927 0.6073

+l 0.0029 0.0013 0.39SO 0.6020

+l

• 0.002S 0.0012 0.3S42 0.615S

+l 0.0031 0.0014 0.41Sl 0.5Sl9

+l 0.0050 0.0022 0.6749 0.3251

+l 0.0012 0.0005 0.1656 O.S344

+l 0.0001 0.0001 0.0223 0.9777

+l 0.0007 0.0015 0.2594 0.7406

+l O.OOOS 0.0015 0.2670 0.7330

+l o.ooos 0.0017 0.2943 0.7057

+I 0.0005 0.0009 0.1562 O.S43S

+l 0.0002 0.0004 0.0622 0.937S

+l 0.0003 0.0005 0.0909 0.9091

+l 0.0001 0.0002 0.0426 0.9574

+l 0.0003 0.0006 0.1007 O.S993

+l 0.0001 0.0002 0.0264 0.9736

+l 0.0001 0.0001 0.0243 0.9757

+I o.ooos 0.0016 0.2776 0.7224

+l J

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section,,

' 'I

, Co-60 Sump SOF Section LS to L7 Position 1 OB O.OSlS Section LS to L7 Position 2 OB 0.0390 Section LS to L 7 Position 3 OB 0.032S Section LS to L 7 Position 4 OB 0.0277 Section LS to L 7 Position 5 OB O.OlSl Section LS to L7 Position 6 OB 0.0123 Section LS to L7 Position 7 OB 0.0061 Section LS to L7 Position S OB 0.0041 Section LS to L 7 Position 9 OB 0.0043 Section LS to L 7 Position I 0 OB 0.0044 Section L 7 to L6 Position Zero OB 0.07SO Section L7 to L6 Position I OB O.OS71 Section L7 to L6 Position 2 OB 0.0639 Section L 7 to L6 Position 3 OB 0.0666 Section L 7 to L6 Position 4 OB O.OSIS Section L 7 to L6 Position S OB 0.0449 Section L7 to L6 Position 6 OB 0.04S9 Section L7 to L6 Position 7 OB 0.04S2 Section L7 to L6 Position S OB O.OSl2 Section L 7 to L6 Position 9 OB 0.04S9 Section L 7 to L6 Position I 0 OB O.OSS4 Section L7 to L6 Position 11 OB O.OS74 Section L7 to L6 Position 12 OB 0.06S2 Section L 7 to L6 Position 13 OB 0.0646 Section L 7 to L6 Position 14 OB 0.0610 Section L7 to L6 Position IS OB O.OS3S Section L7 to L6 Position 16 OB 0.0276 Section L7 to L6 Position 17 OB 0.03S7 Section L7 to L6 Position IS OB 0.0338 Section L 7 to L6 Position 19 OB O.OSl8 Section L 7 to L6 Position 20 OB 0.0430 Section L 7 to L6 Position 21 OB 0.0449 Section L 7 to L6 Position 22 OB 0.02S4 Section L 7 to L6 Position 23 OB 0.0113 Section L7 to L6 Position 24 OB 0.027S Section L7 to L6 Position 2S OB 0.02S7 Section L 7 to L6 Position 26 OB 0.0296 Section L6 to LS Position Zero OB 0.07SO Section L6 to LS Position I OB 0.0S71 Section L6 to LS Position 2 OB 0.0639 Section L6 to LS Position 3 OB 0.0666 Section L6 to LS Position 4 OB O.OS!S Section L6 to LS Position S OB 0.0449 Section L6 to LS Position 6 OB 0.04S9 Section L6 to LS Position 7 OB 0.04S2 Section L6 to LS Position S OB 0.0512 Section L6 to LS Position 9 OB 0.04S9 Section L6 to LS Position I 0 OB O.OSS4 Section L6 to LS Position I I OB O.OS74 Section L6 to LS Position 12 OB 0.06S2 Section L6 to LS Position 13 OB 0.0646 Section L6 to LS Position 14 OB 0.0610 Section L6 to LS Position IS OB O.OS3S Section L6 to LS Position 16 OB 0.0276 Section L6 to LS Position 17 OB 0.03S7 Cs;134

'.soF,,

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[136]

, Cs-137 SOF O.IS46 0.1399 0.1176 0.0992 O.OS43 0.0440 0.0219 0.0147 O.OIS4 O.OISS 0.279S 0.2046 0.2293 0.23S7 0.1 SSS 0.1611 0.17S2 O.l 72S 0.IS34 0.17S2 0.!9S7 0.20SS 0.2446 0.2316 0.21S7 0.192S 0.09S9 0.12S2 0.1211 0.18SS 0.1S40 0.1611 0.1019

', 0.0404 0.0997 0.1029 0.1062 0.279S 0.2046 0.2293 0.23S7 0.1 SSS 0.1611 0.17S2 0.172S O.IS34 0.17S2 0.19S7 0.20SS 0.2446 0.2316 0.21S7 0.192S 0.09S9 0.12S2

~

ZIONSOLUTJONSuc

""'~~.

Ni-63 Sr-90 SOF 1-Ws

• Sign ',

SOF SOF (Ws) 0.0007 0.0014 0.23SI 0.7619

+I o.ooos 0.0010 O.lSOS O.Sl9S

+l 0.0004 0.0009 0.1Sl7 O.S4S3

+I 0.0004 0.0007 0.12SO O.S720

+l 0.0002 0.0004 0.0701 0.9299

+I 0.0002 0.0003 O.OS67 0.9433

+l 0.0001 0.0002 0.02S2 0.971S

+I 0.0001 0.0001 0.0190 0.9SIO

+I 0.0001 0.0001 0.0199 0.9SOI

+I 0.0001 0.0001 0.0203 0.9797

+I 0.0010 0.0021 0.3610 0.6390

+I O.OOOS

'O.OO!S 0.2639 0.7361

+J 0.0009 0.0017 0.29SS 0.7042

+I 0.0009 O.OO!S 0.3079 0.6921

+I 0.0007 0.0014 0.2397 0.7603

+I 0.0006 0.0012 0.207S 0.7922

+I 0.0007 0.0013 0.2260 0.7740

+I 0.0006 0.0013 0.2230 0.7770

+!

0.0007 0.0014 0.2366 0.7634

+I 0.0007 0.0013 0.2260 0.7740

+I 0.0007 O.OOIS 0.2S64 0.7436

+I o.ooos O.OOIS 0.26SS 0.734S

+I 0.0009 O.OOlS 0.3 ISS 0.6S4S

+I 0.0009 0.0017 0.29SS 0.7012

+I o.ooos 0.0016 0.2S21 0.7179

+I 0.0007 0.0014 0.24SS 0.7Sl2

+I 0.0004 0.0007 0.1276 O.S724

+I o.ooos 0.0010 0.!6S3 O.S347

+!

o.ooos 0.0009 O.IS62 0.8438

+I 0.0007 0.0014 0.2397 0.7603

+I 0.0006 0.0011 0.19S7 O.SOl3

+I 0.0006 0.0012 0.207S 0.7922

+I 0.0004 o.ooos 0.13 lS O.S68S

+I 0.0002 0.0003 O.OS22 0.947S

+I 0.0004 0.0007 0.12S6 O.S714

+I 0.0004 o.ooos 0.1327 O.S673

+I 0.0004 o.ooos 0.1370 O.S630

+I 0.0010 0.0021 0.3610 0.6390

+I O.OOOS O.OOIS 0.2639 0.7361

+!

0.0009 0.0017 0.29S8 0.7042

+I 0.0009 0.00IS 0.3079 0.6921

+I 0.0007 0.0014 0.2397 0.7603

+!

0.0006 0.0012 0.207S 0.7922

+!

0.0007 0.0013 0.2260 0.7740

+I 0.0006 0.0013 0.2230 0.7770

+l 0.0007 0.0014 0.2366 0.7634

+I 0.0007 0.0013 0.2260 0.7740

+I 0.0007 O.OOIS 0.2S64 0.7436

+I o.ooos O.OOIS 0.26SS 0.734S

+!

0.0009 O.OOIS 0.31SS 0.6S4S

+I 0.0009 0.0017 0.29SS 0.7012

+l O.OOOS 0.0016 0.2S21 0.7179

+I 0.0007 0.0014 0.24SS 0.7Sl2

+I 0.0004 0.0007 0.1276 0.S724

+I o.ooos 0.0010 0.16S3 0.S347

+I

I FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05ll9A Pipe Section

• Sump*

Co-60 SOF Section L6 to LS Position 18 OB 0.0338 Section L6 to LS Position 19 OB O.OS18 Section L6 to LS Position 20 OB 0.0430 Section L6 to LS Position 21 OB 0.0449 Section L6 to LS Position 22 OB 0.0284 Section L6 to LS Position 23 OB 0.0113 Section L6 to LS Position 24 OB 0.0278 Section L6 to LS Position 2S OB 0.0287 Section L6 to LS Position 26 OB 0.0296 Section LS to LI Header Position 0 I

OB 0.2207 Section LS to LI Header Position I OB 0.18S6 Section LS to LI Header Position 2 OB 0.1600 Section LS to LI Header Position 3 OB 0.0987 Section LS to LI Header Position 4 OB 0.0948 Section LS to LI Header Position S OB 0.0843 Section LS. to LI Header Position 6 OB 0.0882 Se.ction LS to LI Header Position 7 OB 0.0830 Sectio11 LS to LI Header Position 8 OB 0.0823 Section LS to LI Header Position 9 OB 0.091S Section LS to LI Header "Position I 0 OB 0.0866 Section LS to LI Header Position 11 OB 0.0S31 Section L5 to LI Header Position 12 OB 0.0656 Section L5 to LI Header Position 13 OB 0.0725 Section L5 to LI Header Position 14 OB 0.0708 Section LS to LI Header Position IS OB 0.0751 Section L5 toU Header Position* 16 OB 0.0718 Section L5 to LI Header Position 17 OB 0.0659 Section L5 to LI Header Position 18 OB 0.0820 Section L5 to LI Header Position 19 OB 0.0534 Section L5 to LI Header Position 20 OB 0.0774 Section L5 to LI Header Position 21 OB 0.0731 Section L5 to LI Header Position 22 OB 0.0603 Section LS to LI Header Position 23 OB 0.04S3 Section L5 to LI Header Position 24 OB 0.03S7 Section L5 to LI Header Position 25 OB 0.0413 Section L5 to LI Header Position 26 OB 0.0317 Section Ls* to LI Header Position 27 OB 0.0361 Section LS to LI Header Position 28 OB 0.0374 Section L5 to LI Header Position 29 OB 0.0303 Section L5 to LI Header Position 30 OB 0.1092 Section L5 to LI Header Position 31 OB 0.0475 Section LS to LI Header Position 32 OB 0.047S Section L3 to L2 Position Zero OB 0.711,S Section L3 to L2 Position 1 OB 0.7S42 Section L3 to L2 Position 2 OB 0.7476 Section L3 to L2 Position 3 OB 0.7378 Section L3 to L2 Position 4 OB 0.7378 Section L3 to L2 Position S OB 0.7148 Section L3 to L2 Position 6 OB 0.7S7S Section L3 to L2 Position 7 OB 0.7804 Section L3 to L2 Position 8 OB 0.7312 Section L3 to L2 Position 9 OB 0.6886 Section L3 to L2 Position I 0 OB 0.7476 Section L3 to L2 Position 11 OB 0.7837 Section L3 to L2 Position 12 OB 0.8132 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0:0000 0.0000 0.0000 0.0000

. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

• o.oooo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0,0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0,0000 0.0000 0.0000 0.0000

[137]

Cs-137.

SOF 0.1211 O.l 8S8 O.IS40 0.1611 0.1019 0.0404 0.0997 0.1029

. 0.1062 0.7913 0.66SS 0.S738 0.3S39 0.3398 0.3022 0.3163 0.297S 0.29SI 0.3281 0.3104 0.190S 0.2352 0.2599 0.2540 0.2693 0.257S 0.2363 0.2940 0.1917

• 0.2775 0.2622 0.2164 0.1623 0.1282 0.1482 0.1138 0.1293 0.1340 0.1088 0.3916 O.l 70S 0.170S 2.SS16 2.7044 2.6809 2.64S6 2.64S6 2.S633 2.7162 2.798S 2.6221 2.4692 2.6809

. 2.8102 2.9161

-~

ZIONSOLUTIONSuc

M~~~

Ni~63 Sr-90 SOF 1-Ws Sign SOF SOF (Ws) o.ooos 0.0009 0.IS62 0.8438

+I 0.0007 0.0014 0.2397 0.7603

+I 0.0006 0.0011 0.1987 0.8013

+I 0.0006 0.0012 0.2078 0.7922

+I 0.0004 0.0008 0.131S 0.868S

+I 0.0002 0.0003 O.OS22 0.9478

+I 0.-0004 0.0007 0.1286 0.8714

+I 0.0004 0.0008 0.1327 0.8673

+I 0.0004 0.0008 0.1370 0.8630

+l 0.0029 O.OOS9 1.0209

-0.0209

-I 0.002S O.OOSO 0.8S86 0..1414

.+l 0.0021 0.0043 0.7402 0.2598

+I 0.0013 0.0026 0.4S66 O.S434

+I 0.0013 0.002S 0.4384 O.S616

+I 0.0011 0.0023 0.3898 0.6102

+l 0.0012 0.0024 0.4080 0.5920

+I 0.0011 0.0022 0.3838 0.6162

+I 0.0011 0.0022 0.3807 0.6193

+I 0.0012 0.0024 0.4232 O.S768

+I 0.0012 0.0023 0.400S 0.599S

+I 0.0007 0.0014 0.2457 0.7S43

+I 0.0009 0.0018 0.3034 0.6966

+I 0.0010 0.0019 0.3352 0.6648

+I 0.0009 0.0019 0.3276 0.6724

+I 0.0010 0.0020 0.3474 0.6S26

+l 0.0010 0.0019 0.3322 0.6678

+I 0.0009 0.0018 0.3049 0.6951

+I 0.0011 0.0022 0.3792.

0.6208

+I 0.0007 0.0014 0.2473 0.7S27

+I 0.0010 0.0021 0.3580 0.6420

+I 0.0010 0.0020 0.3383 0.6617

+I 0.0008 0.0016 0.2791 0.7209

+I 0.0006 0.0012 0.2093 0.7907

+I 0.0005 0.0010 0.1653 0.8347

+I 0.0006 0.0011 0.1911 0.8089

+I 0.0004 0.0008 0:1468 0.8532

+I 0.0005 0.0010 0.1669 0.8331

+l 0.0005 0.0010 0.1729 0.8271

+I 0.0004 0.0008 0.1403 0.8S97

+I O.OOIS 0.0029 0.50SI 0.4949

+I 0.0006 0.0013 0.2199 0.7801

+I 0.0006 0.0013 0.2199 0.7801

+I 0.009S 0.0190 3.2916

-2.2916

-I 0.0101 0.0202 3.4888

-2.4888

-1 0.0100 0.0200 3.4S8S

-2.4S8S

-I 0.0098 0.0197 3.4130

-2.4130

-1 0.0098 0.0197 3.4130

-2.4130

-1 0.009S 0.0191 3.3068

-2.3068

-I 0.0101 0.0203 3.S040

-2.S040

-I 0.0104 0:0209 3.6102

-2.6102

-1 0.0097 0.019S 3.3826

-2.3826

-I 0.0092 0,0184 3.18S4

-2.18S4

-I 0.0100 0.0200 3.4S8S

-2.4S8S

-I 0.0104 0.0210 3.62S3

-2.62S3

-1 0.0108 0.0217 3.7618

-2.7618

-I

I I '.

I I

I FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe.Section Sump Co-60 SOF Section L3 to L2 Position 13 OB 0.7870 Section L3 to L2 Position 14 OB 0.5706 Section L3 to L2 Position 15 OB 0.4197 Section L2 to LI Position 0 OB 0.23I2 Section L2 to LI Position I OB O.I I3I Section L2 to LI Position 2 OB O:I 725 Section LI to Sump B Position 0 OB 0.I784 Section LI to Sump B Position I OB O.I34I Section LI to Sump B Position 2

• OB O.I I08 Section LI to Sump B Position 3 OB 0.1390 Section LI to Sump B Position 4 OB 0.1328 Section LI to Sump B Position 5 OB 0.1371 Section LI to Sump B Position 6 OB O.I I38 Section LI to Sump B Position 7 OB O.I 12I Section LI to Sump B Position 8 OB 0.0866 Section LI to Sump B Position 9 OB.

0.0748 Section LI to Sump B *Position I 0 OB 0.0787 Section LI to Sump B Position 11 OB 0.1640 Section LI to Sump B Position 12 OB 0.2781 Section LI to Sump B Position 13 OB 0.1407 Section LI to Sump B Position I 4 OB 0.1751 Section LI to Sump B Position 15 OB 0.2059 Section LI to Sump B Position I 6 OB 0.1987 Section LI to Sump B Position I 7 OB 0.1915 Section LI to Sump B Position 18 OB 0.I895 Section LI to Sump B Position I 9 OB 0.2220 Section LI to Sump B Position 20 OB 0.1476 Section LI to Sump B Position 21 OB 0.3089 Section LI to Sump B Position 22 OB 0.4459 Section LI to Sump B Position 23 OB.

0.5246 Section LI to Sump B Position 24 OB 0.0777 Section LI to Sump B Position 25 OB 0.0166 Section LI to Sump B Position 26 OB O.OI53 Section LI to LI Position.0 ESTIMATE OB 0.8329 Section LI to L.1 Position 0 ESTIMATE OB 0.8329 Section LI to LI Position 0 ESTIMATE OB 0.8329 Section LI to LI Position 0 ESTIMATE OB 0.8329 Section M2 to Sump B Position 0 OB 0.1253 Section M2 to Sump B Position I OB 0.1121 Section M2 to Sump B Position 2 OB 0.1446 Section M2 to Sump B Position 3 OB 0.1121 Section M2 to Sump B Position 4 OB 0.1207 Section M2 to Sump B Position 5 OB 0.1030 Section M2 to Sump B *Position 6 OB 0.0935 Section M2 to Sump B Position 7 OB 0.0931 Section M2 to Sump B Position 8 OB

. 0.0905 Section M2 to Sump B Position 9 OB 0.0862 Section M2 to Sump B Position I 0 OB 0.0843 Section M2 to Sump B Position I I OB 0.0882 Section M2 to Sump B Position 12 OB 0.0869 Section M2 to Sump B Position 13 OB 0.0784 Section M2 to Sump B Position I4 OB 0.0859 Section M2 to Sump B Position 15 OB 0.0908 Section M2 to Sump B Position I6 OB 0.0816 Section M2 to Sump B Position 17 OB 0.0744 Cs~134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

'0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[138]

Cs-137 SOF 2.8220 2.0459 1.5051

.0.8290 0.4057 0.6I85 0.6397 0.4809.

0.3974 0.4986 0.4762 0.49I5 0.4080 0.4021 0.3I04 0.2681 0.2822 0.5879 0.997I 0.5044

. 0.6279 0.7384 0.7126 0.6867 0.6796 0.7960 0.5291

l. I076 1.5991 1.8813 0.2787 0.0594 0.0549 2,9866 2.9866 2.9866 2.9866 0.4492 0.4021 o,5185 0.4021 0.4327 0.3692 0.3351 0.3339 0.3245 0.3092 0.3022 0.3163 0.3I I6 0.2810

. 0.3081 0.3257 0.2928 0.2669 Ni-63 SOF 0.0105 0.0076 0.0056 0.003I O.OOI5 0.0023 0.0024 0.0018 O.OOI5 O.OOI9 O.OOI8 O.OOI8 0.00I5 0.0015 0.0012 0.0010 0.0010

. 0.0022 0.0037 O.OOI9 0.0023 0.0027 0.0026 0.0026

. 0.0025

.0.0030 0,0020 0.0041 0.0059 0.0070 0.0010 0.0002 0.0002 0.011 I O.OI I I O.OllI 0.0111 0.0017 0.0015 0.0019 0.0015 0.0016 0.0014 0.0012 0.0012 Q.0012 0.001 I O.OOI I 0.0012 0.0012 0.0010 0.001 I 0.00I2 O.OOII 0.0010

~

=ZIONSOLUTIONSuc=-

Sr-90 SOF 1-Ws Sign SOF (Ws) 0.0210 3.6405

-2.6405

-I 0.0153 2.6394

-1.6394

-I O.OI 12 l.94I6

-0.9416

-I 0.0062 1.0694

-0.0694

-I 0.0030 0.5233 0.4767

+I 0.0046 0.7979 0.202I

+I 0.0048 0.8252 0.1748

+I 0.0036 0.6204 0.3796

+I 0.0030 0.5127 0.4873

+I 0.0037 0.6432 0.3568

+I 0.0036 0.6143 0.3857

+1 0.0037 0.634I 0.3659

+I 0.0030 0.5264 0.4736

+I 0.0030 0.5I88 0.48I2

+I 0.0023 0.4005 0.5995

+l 0.0020 0.3458 0.6542

+I 0.002I 0.3640 0.6360

+I 0.0044 0.7584 0.2416

+I 0.0074 1.2863

-0.2863

-I 0.0038 0.6507 0.3493

+I 0.0047 0.8100 0.1900

+I 0.0055 0.9526 0.0474

+I 0.0053 0.9192 0.0808

+I 0.005I 0.8859 O.I 14I

+I 0.0051 0.8768 0.1232

+I 0.0059.

1.0269

-0.0269

-I 0:0039 0.6826 0.3174

+I 0.0083 1.4289

-0.4289

-I 0.0119 2.0629

-1.0629

-1 0.0140 2.4270

-1.4270

-I 0.0021 0.3595 0.6405

+I 0.0004 0.0766 0.9234

+I 0.0004 0.0708 0.9292

+I 0.0223 3.8529

-2.8529

-I

. 0.0223 3.8529

-2.8529

-1 0.0223 3.8529

-2.8529

-I 0.0223 3.8529

-2.8529

-I 0.0033 0.5794 0.4206

+I 0.0030 0.5188 0.4812

+I 0.0039 0.6689 0.331.1

+I 0.0030 0.5188

. 0.4812

+I 0.0032.

0.5582 0.4418

+I 0.0028 0.4763 0.5237

+I 0.0025 0.4323 0.5677

+I 0.0025 0.4308 0.5692

• +1 0.0024 0.4187 0.5813

+I 0.0023 0.3989 0.60I I

+I 0.0023 0.3898 0.6I02

+I 0.0024 0.4080 0.5920

+I 0.0023 0.4020 0.5980

+I 0.0021 0.3625 0.6375

+I 0.0023 0.3974 0.6026

+I 0.0024 0.4202 0.5798

+I 0.0022 0.3777 0.6223

+I 0.0020 0.3443 0.6557

+I I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Se.ction Swnp 90-60 SOF Section M2 to Sump B Position 18 OB 0.0754 Section M2 to Sump B Position 19 OB 0.0741 Section M2 to Sump B Position 20 OB 0.0754 Section M2 to Sump B Position 21 OB 0.0974 Section M2 to Sump B Position 22 OB 0.0659 Section M2 to Sump B Position 23 OB 0.0191 Section N2 to Sump B Position 0 OB 0.0393 Section N2 to Sump B Position l OB 0.015~

Section N2 to Sump B Position 2 OB 0.0172 Section N2 to Sump B Position 3 OB 0.0151' Section N2 to Sump B Position 4 OB 0.0300 Section N2 to Sump B Position 5 OB 0.0800' Section N2 to Sump B Position 6 OB 0.1892 Section N2 to Sump B Position 7 OB 0.2079 Section N2 to Sump B Position 8 OB 0.2551 Section N2 to Sump B Position 9 OB

' 0.2.968 Section N2 to Sump B Position 10 OB 0.3410 Section N2 to Sump B position 11 OB 0.2607 Section N2 to Sump B Position 12 OB 0.1669 Section N2 to Sump B Position 13 OB 0.1436 Section N2 to Sump B '\\'osition 14 OB 0.1220 Section N2 to Sump B Position 15 OB 0.1420 Section N2 to Sump B Position I 6 OB 0.3443 Section N2 to Sump B Position 17 OB 0.2040 Section N2 to Sump B. Position 18 OB 0.2010 Section N2 to Sump B Position 19 OB 0.0708' Section N2 to Sump B Position 20 OB 0.1672 Section N2 to Sump B Position 21 OB 0.2240 Section N2 to Sump B Position 22 OB 0.1479 Section N2 to Sump B Position 23 OB 0.1515 Section N2 to Sump B Position 24 OB 0.1302 Section N2 to Sump B Position 25 OB 0.2397 Section N2 to Sump B Position 26 OB 0.2023 Section N2 to Sump B Position 27 OB, 0.1833

• Section N2 to Sump B Position 28 OB 0.1613 Section N2 to Sump B Position 29 OB 0.1558 Section N2 to Sump B Position 30 OB 0.1115 Section N2 to Sump B Position 31 OB 0.1308 Section N2 to Sump B Position 32 OB 0.1043 Section N2 to Sump B Position 33 OB 0.1066 Section N2 to Sump B Position 34 OB 0.0833 Section N2 to Sump B Position 35 OB 0.071*2 Section N2 to Sump B Position 36 OB 0.1436 Section N2 to Sump B Position 37 OB 0.1203 Section N2 to Sump B Position 38 OB 0.0931 Section N2 to Sump B Position 39 OB 0.0905 Section N2 to Sump B Position 40 OB 0.1292 Section N2 to Sump B Position 41 OB 0.2158 Section N2 to Sump B Position 42 OB 0.0659 Section N2 to Sump B Positi.on 43 OB 0.0597 Section P2 to Sump B Position Zero OB 0.2026 Section P2 to Sump*B Position 1 OB 0.1036 Section*P2 to Sump'B Position 2 OB 0.1630 Section P2 to Sump B Position 3 OB 0.1148 Section P2 to Sump B Position 4 OB 0.1403 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0:0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[139]

Cs-137 SOF 0.2704 0.2657 0.2704 0.3492 0.2363 0.0686 0.141 l 0.0559 0.0617 0.0540 0.1077 0.2869 0.6785 '

0.7455

'0.9148 1.0641 1.2229 0.9348 0.5985 0.5150 0.4374

'0.5091 1.2346 0.7314 0.7208 0.2540 0.5997 0.8031 0.5303 0.5432 0.4668 0.8595 0.7255 0.6573 0.5785 0.5585 0.3998 0.469.2 0.3739 0.3821 0.2987 0.2552 0.5150 0.4315 0.3339 0.3245 0.4633 0.7737 0.2363 0.2140 0.7267 0.3716 0.5844 0.4115 0.5033

~

=ZlONSOLUTIONSu.c-

""~~~

Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF fWs) 0.0010 0.0020 0.3489 0.6511

+l 0.0010 0.0020 0.3428 0.6572

+l 0.0010 0.0020 0.3489 0.6511

+l 0.0013 0.0026 0.4505 0.5495 '

+l 0.0009 0.0018 0.3049 0.6951

+l 0.0003 0.0005 0.0884 0.9116

+l 0.0005 0.001 I 0.1820 0.8180

+I.

0.0002 0.0004 0.0721 0.9279

+l 0.0002 0.0005 0.0796 0.9204

+l 0.0002 0.0004 0.0696 0.9304

+I 0.0004 0.0008 0.1389 0.8611

+I 0.0011 0.0021 0.3701 0.6299

+I 0.0025 0:0051 0.8752 0.1248

+I 0.0028 0.0056 0.9617 0.0383

+l 0.0034 0.0068 1.1801

-0.1801

-1 0.0040 0.0079 1.3728

-0.3728

-1 0.0045 0.0091 1.5775

-0.5775

-1 0.0035 0.0070 1.2059

-0.2059

-I 0.0022 0.0045 0.7721 02279

+I 0.0019 0.0038 0.6644 0.3356

+l 0.0016 0.0033 0.5643 0.4357

+l 0.0019 0.0038 0.6568 0.3432

+l 0.0046 0.0092 1.5927

-0.5927

-1 0.0027 0.0055 0.9435 0.0565

+I 0.0027 0.0054 0.9298 0.0702

+l 0.0009 0.0019 0.3276 0.6724

+l 0.0022 0.0045 0.7736 0.2264

+l 0.0030 0.0060 1.0360

-0.0360

-1 0.0020 0.0040 0.6841 0.3159

+l 0.0020 0:0041.

0.7008 0.2992

+I 0.0017 0.0035 0.6022 0.3978

+I 0.0032 0.0064 1.1088

-0.1088

-1 0.0027 0.0054 0.9359 0.0641

+l 0.0024 0.0049 0.8479 0.1521

+l 0.0022 0.0043 0.7463 0.2537

+l 0.0021 0.0042 0.7205 0.2795

+l 0.0015 0.0030 0.5157 0.4843

+l 0.0017 0.0035 0.6052 0.3948

+l 0.0014 0.0028 0.4824 0.5176

+l 0.0014 0.0028 0.4930 0.5070

+l 0.0011 0.0022 0.3853 0.6147

+l 0.0009 0.0019 0.3292 0.6708

+l 0.0019 0.0038 0.6644 0.3356

+l 0.0016 0.9032 0.5567 0.4433

+l 0.0012 0.0025 0.4308 0.5692

+l 0.0012 0.0024 0.4187 0.5813

+l 0.0017 0.0035 0.5976 0.4024

+l 0.0029 0.0058 0.9981 0.0019

+l 0.0009 0.0018 0.3049 0.6951

+l 0.0008 0.0016 0.2761 0.7239

+l 0.0027 0.0054 0.9374 0.0626

+l 0.0014 0.0028 0.4793 0.5207

+l 0.0022 0.0044 0.7539 0.2461

+l 0.0015 0.0031 0.5309 0.4691

+l 0.0019 0.0038 0.6492 0.3508

+l

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60 SOF Section P2 to Sump B Position 5 OB 0.2085 Section P2 to Sump B Position 6 OB 0.2800 Section P2 to Sump B Position 7 OB 0.2089 Section P2 to Sump B Position 8 OB 0.3236 Section P2 to Sump B Position 9 OB 0.2358 Section P2 to Sump B Position I 0 OB 0.2236 Section P2 to Sump B Position 11 OB 0.2610 Section P2 to Sump B Position 12 OB 0.2804 Section P2 to Sump B Position 13 OB 0.2089 Section P2 to Sump B Position 14 OB 0.2508 Section P2 to Sump B Position 15 OB 0.2161 Section P2 to Sump B Position 16 OB 0.1830 Section P2 to Sump B Position 17 OB 0.1708 Section P2 to Sump, B Position 18 OB 0.1499 Section P2 to Sump B Position 19 OB 0.1298 Section P2 to Sump B Position 20.

OB 0.1374 Section P2 to Sump B Position 21 OB 0.2171 Section P2 *to Sump B Position 22 OB 0.2000 Section P2 to Sump B Position 23 OB 0.1479 Section P2 to Sump B Position 24 OB 0.1164 Section P2 to Sump B Position 25 OB 0.1256.

Section P2 to Sump B Position 26 OB 0.1226 Section P2 to Sump B Position 27

. OB 0.1115 Section P2 to Sump B Position 28 OB 0.0892 Section P2 to Sump B Position 29 OB 0.1125 Section P2 to Sump B Position 30 OB 0.1072 Section P2 to Sump B Position 31 OB 0.0892 Section P2 to Sump B Position 32 OB 0.1236 Section P2 to Sump B Position 33 OB 0.1177 Section P2 to Sump B Position 34 OB 0.1039 Section P2 to Sump B Position 35 OB 0.0800 Section P2 to Sump B Position 36 OB 0.1135 Section P2 to Sump B Position 37 OB 0.1066 Section P2 to Sump B Position 38 OB 0.0810 Section P2 to Sump B Position 39 OB 0.0662 Section P2 to Sump B Position 40 OB 0.0702 Section P2 to Sump B Position 41 OB 0.0594 Section P2 to Sump B Position 42 OB 0.0541 Section P2 to Sump B Position 43 OB 0.0626 Section P2 to Sump B Position 44 OB 0.0643 Section P2 to Sump B Position 45 OB 0.0564 Section P2 to Sump B Position 46 OB 0.0587 Section P2 to Sump B Position 47 OB 0.0869 Section P2 to Sump B Position 48 OB 0.1026 Section P2 to Sump B Position 49 OB 0.0826 Section P2 to Sump B Position 50 OB 0.0830 Section P2 to Sump B Position 51 OB 0.0/41 Section P2 to Sump B Position 52 OB 0.0813 Section P2 to Sump B Position 53 OB 0.0,816 '

Section P2 to Sump B Position 54 OB

. 0.1030 Section P2 to Sump B Position 55 OB 0.1~41 Section P2 to Sump B Position 56 OB 0.0774 Section P2 to Sump B Position 57 OB 0.1046 Section P2 to Sump B Position 58 OB 0.0~02 Section P2 to Sump B Position 59 OB 0.1003 Cs-134 Cs-137 SOF SOF 0.0000 0.7478 0.0000 1.0042 0.0000 0.7490 0.0000 1.1605 0.0000 0.8454 0.0000 0.8019 0.0000 0.9360 0.0000 1.0053 0.0000 0.7490 0.0000 0.8995 0.0000 0.7749 0.0000 0.6561 0.0000

. 0.6126 0.0000 0.5374 0.0000

' 0.4656 0.0000

' 0.4927 0.0000 0.7784 0.0000 0.7173

.0.0000 0.5303 0.0000. 0.4174 0.0000 0.4503 0.0000

' 0.4398 0.0000

' 0.3998 0.0000. ' 0.3198 0.0000 0.4033 0.0000 ' ' 0.3845 0.0000 0.3.l 98 0.0000

' 0.4433 0.0000 0.4221 0.0000 0.3727 0.0000 0.2869 0.0000 0.4068 0.0000 0.3821 0.0000 0.2904 0.0000 0.2375 0.0000 0.2516 0.0000 0~2128 0.0000 0.1940 0.0000 0.2246 0.0000 0.2305 0.0000 0.2022 0.0000 0.2105 0.0000 0.3116 0.0000 0.3680 '

0.0000 0.2963 0:0000 0.2975 0.0000 0'.2657 0.0000 0.2916 0.0000 0.2928 0.0000 o.. 3692 0.0000 0:4809 0.0000 0.2775 0.0000 0:3751 0.0000 0.3234 0.0000 0.3598

[140]

Ni-63 Sr-90 SOF 1.-Ws Sign S0F SOF (Ws) 0.0028 0.0056 0.9647 0.0353

+I 0.0037 0.0075 1.2954

-0.2954

-I 0.0028 0.0056 0.9662 0.0338

+I 0.0043 0.0087 1.4972

-0.4972

-1 0.0031 0.0063 1.0906

-0.0906.

-I 0.0030 0.0060 1.0345

.-0.0345

-I 0.0035 0.0070 1.2074

-0.2074

-1 0.0037 0.0075 1.2969

-0.2969

-1 0.0028 0.0056 0.9662 0.0338

+I 0.0033 0.0067 1.1604

-0.1604

-1 0.0029 0.0058 0.9996 0.0004

+1 0.0024 0.0049 0.8464 0.1536

+1 0;0023 0.0046 0.7903 0.2097

+l 0.0020 0.0040 0.6932 0.3068

+I 0.0017 0.0035 0.6007 0.3993

+1 0.0018 0.0037 0.6356 0.3644

+l 0.0029 0.0058 1.0042

-0.0042

-1 0.0027 0.0053 0.9253 0.0747

+I 0.0020 0.0040 0.6841 0.3159

+l 0.0016 0.0031 0.5385 0.4615

+l 0.0017 0.0034 0.5810 0.4190

+I O.OQl6 0.0033 0.5673 0.4327

+l 0.0015 0.0030 0.5157 0.4843

+l 0.0012 0.0024 0.4126 0.5874

+I 0.0015 0.0030 0.5203 0.4797

+l 0.0014 0.0029 0.4960 0.5040

+I 0.0012 0.0024 0.4126 0.5874

+l 0.0016 0.0033 0.5719 0.4281

+I.

0.0016 0.0031 0.5446 0.4554

+I 0.0014 0.0028 0.4808 0.5192

+l 0.0011 0.0021 0.3701 0.6299

+I 0.0015 0.0030 0.5248 0.4752

+l 0.0014 0.0028 0.4930 0.5070

+1 0.0011 0.0022 0.3747 0.6253

+l 0.0009 0.0018 0.3064 0.6936

+l 0.0009 0.0019 0.3246 0.6754

+1 0.0008 0.0016 0.2746 0.7254

+1 0:0001 0.0014 0.2503 0.7497

+1 0.0008 0.0017 0.2897 0.7103

+l 0.0009 0.0017 0.2973 0.7027

+l 0.0008.

0.0015 0.2609 0.7391

+I 0.0008 0.0016 0.2715 0.7285

+1 0.0012 0.0023 0.4020 0.5980

+1

'0.0014 0.0027 0.4748 0.5252

+1 0.0011 0.0022 0.3823 0.6177

+1 0.0011 0.0022 0.3838 0.6162.

+l

'0.0010 0.0020

. 0.3428 0.6572

+I 0.0011 0.0022 0.3762 0.6238

+l 0.0011 0.0022 0.3777 0.6223

+1 0.0014 0.0028 0.4763 0.5237

+l 0.0018 0.0036 0.6204 0.3796

+1 0.0010 0.0021 0.3580 0.6420

+I 0.0014

. 0.0028 0.4839 0.5161

+1 0.0012 0.0024 0.4171 0.5829

+I

'0.0013 0.0027 0.4642 0.5358

+1

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60 SOF Section P2 to Sump B Position 60 OB 0.0980 Section P2 to Sump B Position.61 OB 0.0508 Section P2 to Sump B Position 62 OB 0.0293 Section P2 to Sump B*Position 63 OB 0.0067 Section R3 to R2 Position Zero OB

'0.0875 Section R3 to R2 Position I OB 0.1095 Section R3 to R2 Position 2 OB 0.0879 Section R3 to R2 Position 3 OB*

0.0987 Section R3 to R2 Position 4 OB 0.1220 Section R3 to R2 Position 5 OB 0.0754 Section R3 to R2 Position 6 OB 0.0767 Section R3 to R2 Position 7 OB 0.0764 Section R3 to R2 Position 8 OB 0.0935 Section R3 to R2 Position 9 OB 0.0997 Section R3 to R2 Position 10 OB

• 0.1167 Section R3 to R2 Position I I OB 0.1089

• Section R3 to R2 Position 12 OB 0.1328 Section R3 to R2 Position I 3 OB 0.1197 Section R3 to R2 Position 14 OB 0.1066 Section R3 to R2 Position 15 OB 0.0820 Section R3 to R2 Position 16 OB

. 0.0672 Section R3 to R2 Position I 7 OB 0.0489 Section R3 to R2 Position I 8 OB 0.0430 Section R3 to R2 Position I 9 OB 0.0237 Section R3 to R2 Position 20 OB 0.0046 Section R2 to Sump B Position Zero OB 0.1220 Section R2 to Sump B Position I OB 0.1685 Section R2 to Sump B Position 2 OB 0.0748 Section R2 to Sump B Position 3 OB 0.0695 Section R2 to Sump B Position 4 OB 0.0597 Section R2 to Sump B Position 5 OB 0.0541 Section R2 to Sump B Position 6 OB 0.0984 Section R2 to Sump B Position 7 OB 0.1741 Section R2 to Sump B Position 8 OB.

0.1266 Section R2 to Sump B Position 9 OB 0.1082 Section R2 to Sump B Position IO OB 0.1200 Section R2 to Sump B Position 11 OB 0.0833 Section R2 to Sump B Position 12 OB 0.0921 Section R2 to Sump B Position 13 OB 0.0885 Section R2 to Sump B Position 14 OB 0.1026 Section R2 to Sump B Position 15 OB 0.1033 Section R2 to Sump B Position 16 OB 0.1128 Section R2 to Sump B Position 17 OB 0:1354 Section R2 to Sump B*Position 18 OB 0.1472 Section R2 to Sump B Position I 9 OB 0.1318 Section R2 to Sump B Position 20 OB 0.0754 Section R2 to Sump B Position 2 I OB 0.0925 Section R2 to Sump B Position 22 OB 0.1380 Section R2 to Sump B Position 23 OB 0.1276 Section R2 to Sump B Position 24 OB 0.1102 Section R2 to Sump B*Position 25 OB 0.0839 Section R2 to Suinp B Position 26 OB 0.0872 Section R2 to Sump B.Position 27 OB 0.1141 Section R2 to Sump B Position 28 OB 0.1541 Section R2 to Sump B,Position 29 OB 0.1426 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000' 0.0000 0.0000:

0.0000 0.0000' 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[141]

Cs-137 SOF 0.3516 0.1823 0.1052 0.0239 0.3139 0.3927 0.3151 0.3539 0.4374 0.2704 0.2751 0.2740 0.3351 0.3575 0.4186 0.3904 0.4762 0.4292 0.3821 0.2940 0.24 I 0 0.1752 0.1540 0.0849 0.0165 0.4374 0.6044 0.2681 0.2493 0.2140 0.1940 0.3527 0.6244 0.4539 0.3880 0.4304 0.2987 0.3304 0.3175 0.3680 0.3704 0.4045 0.4856 0.5279 0.4727 0.2704 0.3316 0.4950 0.4574 0.395 I 0.3010 0.3128 0.4092 0.5526 0.5115

~

ZIONSOLUTIONSuc

Ni-63 Sr-90 SOF 1-Ws Sign

• SOF SOF (Ws) 0.0013

. 0.0026 0.4535 0.5465

+I 0.0007 0.0014 0.2351 0.7649

+I 0.0004 0.0008 0.1358 0.8642

+I 0.0001 0.0002 0.0308 0.9692

+I 0.0012 0.0023 0.4050 0.5950

+I 0.0015 0.0029 0.5066 0.4934

+I 0.0012 0.0023 0.4065 0.5935

+I 0.0013 0.0026

.0.4566 0.5434

+l 0.0016 0.0033 0.5643 0.4357

+I 0.0010 0.0020 0.3489 0.651 I

+I 0.0010 0.0021 0.3549 0.6451

+I 0.0010 0.0020 0.3534 0.6466

+I 0.0012 0.0025 0.4323 0.5677

+I 0.0013 0.0027 0.461 I 0.5389

+I 0~0016 0.0031 0.5400 0.4600

+I 0.0015 0.0029 0.5036 0.4964

+I 0.0018 0.0036 0.6143 0.3857

+l 0.0016 0.0032 0.55~7 0.4463

+l 0.0014 0.0028 0.4930 0.5070

+I 0.001 I 0.0022 0.3792 0.6208

+I 0.0009 0.0018 0.31 IO 0.6890

+I 0.0007 0.0013 0.2260 0.7740

+I 0.0006 0.001 I 0.1987 0.8013

+I 0.0003 0.0006 0.1095 0.8905

+I 0.0001 0.0001 0.0212 0.9788

+I 0.0016 0.0033 0.5643 0.4357

+I 0.0022

'0.0045 0.7797 0.2203

+I 0.0010 0.0020 0.3458 0.6542

+I 0.0009 0.0019 0.3216 0.6784

+I 0.0008 0.0016 0.2761 0.7239

+I 0.0007 0.0014 0.2503 0.7497

+l 0.0013 0.0026 0.4551 0.5449

+l 0.0023 0.0047 0.8055 0.1945

+l 0.0017 0.0034 0.5855 0.4145

+l 0.0014 0.0029 0.5006 0.4994

+l 0.0016 0.0032 0.5552 0.4448

+l 0.0011

'0.0022

' 0.3853 0.6147

+l 0.0012 0.0025 0.4262 0.5738

+I 0.0012 0.0024 0.4096 0.5904

+l 0.0014 0.0027 0.4748 0.5252

+I 0.0014 0.0028 0.4778 0.5222

+I 0.0015 0.0030 0.5218 0.4782

+I 0.0018 0.0036 0.6265 0.3735

+I 0.0020 0.0039 -

0.681 I 0.3 I 89

+I 0.0018 0.0035 0.6098 0.3902

+I 0.0010 0.0020 0.3489 0.651 I

+I 0.0012 0.0025 0.4278 0.5722

+l 0.0018 0.0037 0.6386 0.3614

+I 0.0017 0.0034 0.5901 0.4099

+I 0.0015 0.0029 0.5097 0.4903

+I 0.0011 0.0022 0.3883 0.6117

+I 0.0012 0.0023 0.4035 0.5965

+I 0.0015 0.0031 0.5279 0.4721

+I 0.0021 0.0041 0.7129 0.2871

+I 0.0019 0.0038 0:6598 0.3402

+I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Co-60 Pipe Section Sump SOF Section R2 to Sump B Position 30 OB 0.1315 Section R2 to Sump B Position 31 OB 0.1056 Section R2 to Sump B Position 32 OB 0.1348 Section R2 to Sump B Position 33 OB 0.1676 Section R2 to Sump B Position 34 OB 0.1446 Section R2 to Sump B Position 35 OB 0.1144 Section R2 to Sump B Position 36 OB 0.1003 Section R2 to Sump B Position 37 OB 0.0967 Section R2 to Sump B Position 38 OB 0.1020 Section R2 to Sump B Position 39 OB 0.1394 Section R2 to Sump B Position 40 OB 0.1377 Section R2 to Sump B Position 41 OB 0.1259 Section R2 to Sump B Position 42*

OB 0.1151 Section R2 to Sump B Position 43 OB 0.1125 Section R2 to Sump B Position 44 OB 0.1279 Section R2 to Sump B Position45 OB 0.1361 Section R2 to Sump B Position 46 OB 0.1312 Section R2 to Sump B Position 47 OB 0.1059 Section R2 to Sump B Position 48 OB 0.1053 Section R2 to Sump B Position 49 OB 0.1053 Section R2 to Sump B Position so*

.OB 0.1105 Section R2 to Sump B Position 51 OB 0.1197 Section R2 to Sump B Position 52*

OB 0.1308 Section R2 to Sump B Position 53 OB 0.1403 Section R2 to Sump B Position 54 OB 0.0083 Section R2 to Sump B Position 55 OB 0.0059 Section S3 to S 1 Position 0

'OB 0.0261 Section S3 to S 1 Position 1 OB 0.0250 Section S3 to S 1 Position 2 OB 0.0334 Section S3 to S 1 Position 3 OB 0.0403 Section S3 to S 1 Position 4 OB 0.0367 Section S3 to S 1 Position 5 PB 0.0397 Section S3 to S 1 Position 6 OB 0.0397 Section S3 to S 1 Position 7 OB 0.0420 Section S3 to S 1 Position 8 OB 0.0331 Section S3 to S 1 Position 9 OB 0.0296 Section S3 to S 1 Position 10 OB 0.0324 Section S3 to S 1 Position 11 OB 0.0423 Section S3 to S 1 Position 12 OB

. 0.0324 Section S3 to S 1 Position 13 OB 0.0374 Section S3 to S 1 Position 14 OB 0.0327 Section S3 to S 1 Position 15 OB 0.0341 Section S3 to S 1 Position 16 OB 0.0354 Section S3 to S 1 Position 17 OB 0.0286 Section S3 to S 1 Position 18 OB 0.0251 Section S3 to S 1 Position 19 OB 0.0264 Section S3 to S 1 Position 20.

OB 0.0574 Section S3 to S 1 Position 21 OB 0.0367 Section S3 to SI Position 22 OB 0.0433 Section S3 to S 1 Position 23 OB 0.0384 Section S3-to SI Position 24 OB 0.0436 Section S3 to S 1 Position 25 OB 0.0400 Section S3 to S 1 Position 26 OB 0.0557 Section S3 to SI Position 27 OB 0.0348 Section S3 to S 1 Position 28 OB 0.0268.

Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[142]

Cs-137 SOF 0.4715 0.3786 0.4833 0.6009 0.5185 0.4104 0.3598 0.3469 0.3657 0.4997 0.4938 0.4515 0.4127 0.4033 0.4586 0.4880 0.4703 0.3798 0.3774 0.3774 0.3963 0.4292 0.4692 0.5033 0.0296 0.0212 0.0937 0.0896 0.1199 0.1446 0.1317 0.1423 0.1423 0.1505 0.1188 0.1063 0.1163 0.1517 0.1161 0.1340.

0.1172 0.1223 0.1270 0.1027 0.0898 0.0948 0.2058 0.1317 0.1552 0.1376 0.1564 0.1435 0.1999 0.1246 0.0962

~*

ZlONSOLUTIONSu.c

kt~~~

. NJ-63 Sr-90 SOF 1-Ws.

Sign*

SOF SOF (W's) 0.0018 0.0035 0.6083 0.3917

+l 0.0014 0.0028.

0.4884 0.5116

+l 0.0018 0.0036 0.6234 0.3766

+l 0.0022 0.0045 0.7751 0.2249

+l 0.0019 0.0039 0.6689 0.3311

+1 0.0015 0.0031 0.5294 0.4706

+l 0.0013 0.0027 0.4642 0.5358

+1 0.0013

. 0.0026 0.4475 0.5525

+1 0.0014 0.0027 0.4717 0.5283

+l 0.0019 0.0037 0.6447 0.3553

+l 0.0018 0.0037 0.6371 0.3629

+1 0.0017 0.0034 0.5825 0.4175

+l 0.0015 0.0031 0.5324 0.4676

+1 0.0015 0.0030 0.5203 0.4797

+1 0.0017 0.0034 0.5916 0.4084

+l 0.0018 0.0036.

0.6295 0.3705

+l 0.0017 0.0035 0.6067 0.3933

+l 0.0014 0.0028 0.4900 0.5100

+1 0.0014 0.0028 0.4869 0.5131

+l 0.0014 0.0028 0.4869 0.5131

+1 0.0015 0.0030 0.5112 0.4888

+l 0.0016 0.0032 0.5537 0.4463

+l 0.0017 0.0035 0.6052 0.3948

+l 0.0019 0.0038 0.6492 0.3508

+1 0.0001 0.0002 0.0382 0.9618

+I 0.0001

,0.0002 0.0273 0.9727

+I 0.0003 0.0007 0.1209 0.8791

+1 0.0003 0.0007 0.1156 0.8844

+l 0.0004 0.0009 0.1547 0.8453

+1 0.0005 0.0011 0.1866 0.8134

+l 0.0005 0.0010 0.1699 0.8301

+l 0.0005 0.0011 0.1835 0.8165

+1 0.0005 0.0011 0.1835 0.8165

+l 0.0006 0.0011 0.1942 0.8058

+l 0.0004 0.0009 0.1532 0.8468

+l 0.0004 0.0008 0.1371 0.8629

+l 0.0004 0.0009 0.1500 0.8500

+l 0.0006 0.0011 0.1957 0.8043

+l 0.0004 0.0009 0.1497 0.8503

+l 0.0005 0.0010 0.1729 0.8271

+1 0.0004 0.0009 0.1512 0.8488

+l 0.0005 0.0009 0.1578 0.8422

+l 0.0005 0.0009 0.1638 0.8362

+1 0.0004 0.0008 0.1324 0.8676

+l 0.0003 0.0007 0.1159 0.8841

+l 0.0004 0.0007 0.1223 0.8777

+l 0.0008 0.0015 0.2655 0.7345

+l 0.0005 0.0010 0.1699 0.8301

+l 0.0006 0.0012 0.2002 0.7998

+l 0.0005 0.0010 0.1775 0.8225

+1 0.0006 0.0012 0.2017 0.7983

+I 0.0005 0.0011 0.1851 0.8149

+I 0.0007 0.0015 0.2579 0.7421

+I 0.0005 0.0009 0.1608 0.8392

+l 0.0004 0.0007 0.1241 0.8759

+I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section*'.

Co-60 SUinp SOF Section S3 to SI Position 29 OB 0.0272 Section S3 to S 1 Position 30 OB 0.0304 Section S3 to S 1 Position 31 OB 0.0341 Section S3 to SI Position 32 OB 0.0254 Section S3 to SI Position 33 OB 0.0228 Section S3 to S 1 Position 34 OB 0.0344 Section S3 to S 1 Position 35 OB 0.0247 Section S3 to S 1 Position 36 OB 0.0241 Section S3 to S 1 Position 37 OB 0.0251 Section S3 to S 1 Position 38 OB 0.0242 Section S3 to S 1 Position 39 OB 0.0268 Section S3 to S 1 Position 40 OB 0.0250 Section S3 to S 1 Position 41 OB 0.0226 Section S3 to S 1 Position 42 OB 0.0207 Section S3 to S 1 Position 43 OB 0.0212 Section S3 to SI Position 44 OB 0.0212 Section S3 to S 1 Position 45 OB 0.0198 Section S3 to S 1 Position 46 OB 0.0211 Section S3 to S 1 Position 4 7 OB 0.0224 Section S3 to S 1 Position 48 OB 0.0224 Section S3 to S 1 Position 49 OB 0.0220 Section S3 to S 1 Position 50 OB 0.0194 Section S3 to S 1 Position 51 OB 0,0203 Section S3 to S 1 Position 52 OB 0.0218 Section S3 to S 1 Position 53 OB 0.0173 Section S3 to S 1 Position 54 OB 0.0202 Section S3 to S 1 Position 55 OB 0.0194 Section S3 to S 1 Position 56 OB 0.0090 Section S2 to Sump B Position 0 OB 0.0407 Section S2 to Sump B Position 1 OB 0.0410 Section S2 to Sump B Position 2 OB 0.0436 Section S2 to Sump B Position 3 OB 0.0430 Section S2 to Sump B Position 4 OB 0.0371 Section S2 to Sump B *Position 5 OB 0.0361 Section S2 to Sump B Position 6 OB 0.0397 Section S2 to Sump B Position 7 OB 0.0407 Section S2 to Sump B Position 8 OB 0.0426 Section S2 to Sump B Position 9 OB 0.0603 Section S2 to Sump B Position I 0 OB 0.0623 Section S2 to Sump B Position 11 OB 0.0685 Section S2 to Sump B Position 12 OB 0.0639 '

Section S2 to Sump B Position 13 OB 0.0521 Section S2 to Sump B Position 14 OB 0.0557 Section S2 to Sump B Position 15 OB 0.0567 Section S2 to Sump B Position 16 OB 0.0407 Section S2 to Sump B Position 17 OB 0.0453 Section S2 to Sump B Position 18 OB 0.0479 Section S2 to Sump B Position 19 OB 0.0580 Section S2 to Sump B Position 20 OB 0.0512 Section S2 to Sump B Position 21 OB 0.0653 Section S2 to Sump B Position 22 OB 0.0580 Section S2 to Sump B Position 23 OB 0.0459 Section S2 to Sump B Position 24 OB 0.0695 Section S2 to Sump B Position 25 OB 0.0512 Section S2 to Sump B Position 26 OB 0.0485

cs-13'f SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

'0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 9.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0:0000 0.0000

[143]

• Cs-137 SOF 0.0976 0.1089 0.1223 0.0910 0.0817 0.1235 0.0887 0.0865 0.0901 0.0867 0.0961 0.0896 0.0811 0.0741 0.0762 0.0762 0.0711 0.0756 0.0802 0.0802 0.0788 0.0697 0.0727.

0.0782 0.0620 0.0723 0.0697 0.0322 0.1458 0.1470 0.1594 0.1540 0.1329 0.1293 0.1423 0.1458 0.1529 0.2164 0.2234 0.2457 0.2293 0.1870 0.1999 0.2034 0.1458 0.1623 0.1717 0.2081 0.1834 0.2340 0.2081 0.1646 0.2493 0.1834 0.1740

~

ZIONSOLUTIONSuc

Ni:63 Sr"90.

'SOF 1-Ws-' **Sign SOF SOF (Ws)

• 0.0004 0.0007 0..1259 0.8741

+l 0.0004 0.0008 0.1405 0.8595

+l

• ,0.0005 0.0009 0.1578 0.8422

+l 0.0003 0.0007 0.1174 0.8826

+l 0.0003 0.0006 0.1054 0.8946

+l 0.0005 0.0009 0.1593 0.8407

+l 0.0003 0.0007 0.1144 0.8856

+l 0.0003 0.0006 0.1116 0.8884

+l 0.0003 0.0007 0.1162 0.8838

+l 0.0003 0.0006 0.1118 0.8882.

+l 0.0004 0.0007 0.1239 0.8761

+l 0.0003 0.0007 0.1156 0.8844

+l 0.0003 0.0006 0.1047 0.8953

+l 0.0003 0.0006 0.0956 0.9044

+l 0.0003 0.0006 0.0983 0.9017

+l 0.0003 0.0006 0.0983 0.9017

+l 0.0003 0.0005 0.0918 0.9082

+l 0.0003 0.0006 0.0975 0.9025

+l 0.0003 0.0006 0.1035 0.8965

+l 0.0003 0.0006 0.1035 0.8965

+1 0.0003 0.0006 0.1016 0.8984

+l 0.0003 0.0005 0.0900 0.9100

+l 0.0003 0.0005 0.0937 0.9063

+l 0.0003 0.0006 0.1009 0.8991

+l 0.0002 0.0005 0.0799 0.9201

+l 0.0003 0.0005 0.0933 0.9067

+1 0.0003 0,0005 0.0900 0.9100

+l 0.0001 0.0002 0.0416 0.9584

+l 0.0005 0.0011

.0.1881 0.8119

+l 0.0005 0.0011 0.1896 0.8104

+l 0.0006 0.0012 0.2017 0.7983

+l 0.0006 0.0011 0.1987 0.8013

. +l 0.0005 0.0010 0.1714 0.8286

+I 0.0005 0.0010 0.1669. 0.8331

+l 0.0005 0.0011 0.1835 0.8165

+1 0.0005 0.0011 0.1881 0.8119

+l 0.0006 0.0011 0.1972 0.8028

+1 0.0008 0.0016 0.2791 0.7209

+I 0.0008 0.0017 0.2882 0.7118

+I 0.0009 0.0018 0.3170 0.6830

+I 0.0009 0.0017 0.2958 0.7042

+I 0.0007 0.0014 0.2412 0.7588

+I 0.0007 0.0015 0.2579 0.7421

+l 0.0008 0.0015 0.2624 0.7376

+l 0.0005 0.0011 0.1881 0.8119

+.l 0.0006 0.0012 0.2093 0.7907

+l 0.0006 0.0013 0.2215 0.7785

+l 0.0008 0.0016 0.2685 0.7315

+l 0.0007 0.0014 0.2366 0.7634

+l 0.0009 0.0017 0.3019 0.6981

+l 0.0008 0.0016 0.2685 0.7315

+l 0.0006 0.0012 0.2124 0.7876

+l 0.0009 0.0019 0.3216 0.6784

+l 0.0007 0.0014 0.2366 0.7634

+l 0.0006 0.0013 0.2245 0.7755

+l

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60 SOF Seciion S2 to Sump B Position 27 OB 0.0531 Section S2 to Sump B Position 28 OB 0.0610 Section S2 to Sump B Position 29 OB 0.0462 Section S2 to Su)llp B Position 30 OB 0.0466 Section S2 to Sump B Position 31 OB 0.0400 Section S2 to Sump B Position 32 OB 0.0420 Section S2 to Sump B Position 33 OB 0.0443 Section S2 to Sump B Position 34 OB 0.0416 Section S2 to Sump B Position 35 OB 0.0393 Section S2 to Sump B Position 36 OB 0.0338 Section S2 to Sump B Position 37 OB 0.0290 Section S2 to Sump B Position 38 OB 0.0328 Section S2 to Sump B Position 39 OB 0.0154 Section S2 to Sump B Position 40 OB 0.0021 Section S2 to Sump B Position 41 OB 0.0022 Section S2 to Sump. B Position 42 OB 0.0010 Section S2 to Sump B Position 43 OB*

0.0010 Section S2 to Sump B Position 44 OB 0.0026 Section S2 to Sump B Position 45 OB 0.0018 Section S2 to Sump B Position 46 OB 0.0014 Section S2 to Sump B Position 47 OB 0.0018 Section S2 to Sump B Position 48 OB 0.0014 Section S2 to Sump B Position 49 OB 0.0013 Section S2 to Sump B Position 50 OB 0.0054 Section S2 to Sump B Position 51 OB 0.0384 Section S2 to Sump B Position 52 OB 0.0495 Section S2 to Sump' B *Position 53 OB 0.0528 Section S2 to Sump. B Position 54 OB 0.0541 Section S2 to Sump B Position SS OB 0.0597 Section S2 to Sump B Position 56 OB 0.0620 Section S2 to Sump B Position 57 OB 0.0620 Section S2 to Sump'B Position 58 OB 0.0656 Section S2 to Sump B Position 59 OB 0.0705 Section S2 to Sump B Position 60 OB 0.0626 Section S2 to Sump B 'Position 61 OB 0.0597 Section S2 to Sump, B Position 62 OB.

0.0577 Section S2 to Sump B Position 63 OB 0.0649 Section S2 to Sump B Position 64 OB 0.0620 Section S2 to Sump B Position 65 OB 0.0557 Section S2 to Sump' B 'Position 66 OB 0.0489 Section S2 to Sump'B Position 67 OB 0.0590 Section S2 to Sump'B Position 68 OB 0.0708 Section S2 to Sump;B Position 69 OB 0.0600 Section S2 to Sump:B Position 70 OB 0.0679 Section S2 to Sump B Position 71 OB 0.0672 Section S2 to SumpiB Position 72 OB 0.0620 Section S2 to SumplB Position 73 OB 0.0584 Section S2 to Sump B Position 74 OB 0.0508 Section S2 to Sump:B Position 75 OB 0.0567 Section S2 to Sump B Position 76 OB 0.0557 Section S2 to Sump B Position 77 OB 0.0600 Section S2 to Sump* B Position 78 OB 0.0698 Section S2 to Sump,B Position 79 OB 0.0607 Section S2 to Sump B Position 80 OB

. 0.0472 Section S2 to Sump B Position 81 OB 0.0459 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

'0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 O.OQOO 0.0000 0.0000 0.0000 0.0000 0.0000

'0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[144]

Cs-137 SOF 0.1905 0.2187 0.1658 0.1670 0.1435 0.1505 0.1587 0.1493 0.1411 0.1211 0.1039 0.1176 0.0551 0.0075 0.0079 0.0036 0.0038 0.0092 0.0066 0.0049 0.0064 0.0052 0.0047 0.0194 0.1376 0.1776 0.1893 0.1940 0.2140 0.2222 0.2222 0.2352 0.2528 0.2246 0.2140 0.2069 0.2328 0.2222 0.1999 0.1752 0.2116 0.2540.

0.2152 0.2434 0.2410 0.2222 0.2093 0.1823 0.2034 0.1999 0.2152 0.2505 0.2175 0.1693 0.1646

• ~

-~*

ZIONSOLUTIONSuc

M~~~

Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF (Ws) 0.0007 0.0014 0.2457 0.7543

+l 0.0008 0.0016 0.2821 0.7179

+l 0.0006 0.0012 0.2139 0.7861

+I 0.0006 0.0012 0.2154 0.7846

+l 0.0005 0.0011 0.1851 0.8149

+l 0.0006 0.0011 0.1942 0.8058

+I.

0.0006 0.0012.

0.2048 0.7952

+I 0.0006.

0.0011 0.1926 0.8074

+l 0.0005 0.0011 0.1820 0.8180

+I 0.0005 0.0009 0.1562.

0.8438

+I 0.0004 0.0008.

0.1341 0.8659

+l 0.0004 0.0009 0.1517 0.8483

+l 0.0002. 0.0004 0.0711 0.9289

• +I 0.0000 0.0001 0.0096 0.9904

+l 0.0000 0.0001 0.0102 0.9898

+l 0.0000 0.0000 0.0046 0.9954

+I 0.0000 0.0000 0.0048 0.9952

+l 0.0000 0.0001 0.0119 0.9881

+l 0.0000 0.0000 0.0085 0.9915

+l 0.0000 0.0000 0.0063 0.9.937

+I 0.0000.

0.0000 0.0087 0.9918

+l 0.0000 0.0000 0.0067 0.9933

+l 0.0000 0.0000 0.0061 0.9939

+l 0.0001 0.0001 0.0250 0.9750

+I 0.0005 0.0010

. 0.1775 0.8225

+l 0.0007 0.0013 0.2290 0.7710

+l 0.0007

.0.00)4 0.2442 0.7558

+l 0.0007 0.0014 0.2503 0.7497

+I 0.0008 0.0016 0.2761 0.7239

+l 0.0008 0.0017 0.2867 0.7133

+I 0.0008 0.0017 0.2867 0.7133

+l 0.0009 0.0018 0.3034 0.6966

+l 0.0009 0.0019 0.3261 0.6739

+l 0.0008 0.0017 0.2897 0.7103

+l 0.0008 0.0016 0.2761 0.7239

+I 0.0008 0.0015.

0.2670 0.7330

+l 0.0009 0.0017 0.3003 0.6997

+I 0.0008 0.0017 0.2867 0.7133

+I 0.0007 0.0015 0.2579 0.7421

+I 0.0007 0.0013 0.2260 0.7740

+I 0.0008 0.0016 0.2730 0.7270

+I

.0.0009 0.0019 0.3276 0.6724

+l 0.0008 0.0016 0.2776 0.7224

+l 0.0009 0.0018 0.3140 0.6860

+l 0.0009 0.0018 0.3110 0.6890

+l 0.0008 0.0017 0.2867 0.7133

+l 0.0008 0.0016 0.2700 0.7300

+l 0.0007 0.0014 0.2351 0.7649

+l 0.0008 0.0015 0.2624 0.7376

+I 0.0007 0.0015 0.2579 0.7421

+l 0.0008 0.0016 0.2776 0.7224

+I 0.0009 0.0019 0.3231 0.6769

+I 0.0008 0.0016 0.2806 0.7194

+I 0.0006 0.0013 0.2184 0.7816

+I 0.0006 0.0012 0.2124 0.7876

+I

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Su~p Co-60 SOF Section S2 to Sump B Position 82 OB 0.0528 Section S2 to Sump B Position 83 OB 0.0528 Section S2 to Sump B Position 84 OB 0.0528 Section S2 to Sump B Position 8,5

QB 0.0600 Section S2 to Sump B Position 86 OB 0.0685 Section S2 to Sump B Position 87 OB 0.0633 Section S2 to Sump B Position 88 OB 0.0508 Section S2 to Sump B Position 89 OB 0.0459 Section S2 to Sump B Position 90 OB 0.0446 Section S2 to Sump B Position 91 OB 0.0371 Section S2 to Sump B Position 92 OB 0.0380 Section S2 to Sump B Position 93 OB 0.0416 Section S2 to Sump B Position 94 OB 0.0397 Section S2 to Sump B Position 95 OB

.0.0518 Section* S2 to Sump B Position 96

• as 0.0512 Section S2 to Sump B Position 97 OB.

0.0567 Section S2 to Sump B Position 98 OB 0.0518 Section S2 to Sump B Position 99

• OB 0.0548 Section S2 to Sump B Position JOO OB 0.0551 Section S2 to Sump B Position 101 OB 0.0502 Section S2 to Sump B Position I 02 OB 0.0348 Section S2 to Sump B Position I 03:

• OB 0.0174 Section S2 to Sump B Position 104 OB 0.0158 Section S2 to Sump B Position 105 OB 0.0166 Section S2 to Sump B Position I 06 OB 0.0148 Section S2 to Sump B Position I 07 OB 0.0170 Section S2 to Sump B Position 108 OB 0.0152 Section S2 to Sump B Position 109 OB 0.0166 Section S2 to Sump B Position 110

os 0.0275 Section S2 to Sump B Position 111 OB 0.0348 Section S2 to Sump B Position 112 OB 0.0237 Section S2 to Sump B Position 113 OB 0.0163 Section* S2 to Sump B Position I 14 OB 0.0260 Section S2 to Sump B Position I J'S OB 0.0231 Section S2 to Sump B Position 116 OB 0.0268 Section S2 to Sum'p B Position 117 OB 0.0204 Section S2 to Sump B Position 118 OB 0.0204 Section S2 to Sump B Position 119 OB 0.0122 Section S2 to Sump B Position 120 '

OB 0.0102 Section S2 to Sump B Position 12.1 OB.

O.DI 12 Section S2 to Sump B Position 122 OB 0.0097 Section S2 to Sump B Position 123 OB 0.0101 Section S2 to Sump B Position 124 OB 0.0105 Section S2 to Sump B Position 125 OB 0.0116 Section S2 to Sump B Position 126 OB 0.0178 Section T6 to F4 Position Zero OB 0.0445 Section T6 to T4 Position I OB 0.0317 Section T6 to T4 Position 2 OB 0.0143 Section T6 to T4 Position 3 OB 0.0139 Section T6 to T4 Position 4 OB 0.0155 Section T6 to T4 Position 5 OB 0.0431 Section T6 to T4 Position 6 OB 0.0758 Section T6 to T4 Position 7 OB 0.0180 Section T6 to T4 Position 8 OB 0.0109 Section T6 to T4 Position 9 OB 0.0087 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0:0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 '

[145]

~

ZIONSOLUTIONSuc

• All~~~

Cs-137 Ni-63 Sr-90 SOF 1-Ws Sign SOF SOF SOF (Ws) 0.1893 0.0007 0.0014 0.2442 0.7558

+l 0.1893 0.0007 0.0014 0.2442 0.7558

+I 0.1893 0.0007 0.0014 0.2442 0.7558

+I 0.2152 0.0008 0.0016 0.2776 0.7224

+l 0.2457 0.0009 0.0018 0.3170 0.6830

+l 0.2269 0.0008 0.0017 0.2928 0.7072

+I 0.1823 0.0007 0.0014 0.2351 0.7649

+I 0.1646 0.0006 0.0012 0.2124 0.7876

+I 0.1599 0.0006 0.0012 0.2063 0.7937

+I 0.1329 0.0005 0.0010 0.1714 0.8286

+I 0.1364 0.0005, 0.0010 0.1760 0.8240

+I 0.1493 0.0006 0.0011 0.1926 0.8074

+l 0.1423 0.0005 0.0011 0.1835 0.8165

+I 0.1858 0.0007 0.0014 0.2397 0.7603

+I 0.1834 0.0007 0.0014 0.2366 0.7634

+I 0.2034 0.0008 0.0015 0.2624 0.7376

+I 0.1858 0.0007 0.0014 0.2397 0.7603

+l 0.1964 0.0007 0.0015 0.2533 0.7467

+l 0.1975 0.0007 0.0015.

0.2548 0.7452

+I 0.1799 0.0007 0.0013 0.2321 0.7679

+I 0.1246 0.0005 0.0009 0.1608 0.8392

+I 0.0624 0.0002 0.0005 0.0805 0.9195

+I 0.0568 0.0002 0.0004 O.Q733 0.9267

+I 0.0595 0.0002 0.0004 0.0768 0.9232

+l 0.0529 0.0002 0.0004 0.0683 0.9317

+I 0.0610 0.0002 0.0005 0.0787 0.9213

+l 0.0544 0.0002 0.0004 0.0702 0.9298

+I 0.0596 0.0002 0.0004 0.0769 0.9231

+l 0.0988 0.0004 0.0007 0.1274 0.8726

+l 0)246 0.0005 0.0009 0.1608 0.8392

+I 0.,0850 0.0003 0.0006 0.1097 0.8903

+I 0.0583 0.0002 0.0004 0.0752 0.9248

+I 0.'0934 0.0003 0.0007 0.1204 0.8796

+l 0.0827 0.0003 0.0006 0.1066.

0.8934

+I 0,,0959 0.0004 0.0007 0.1238 0.8762

+l 0.0730 0.0003 0.0005 0.0942 0.9058

+l 0,,0131 0.0003 0.0005 0.0943 0.9057

+I 0:0439 0.0002 0.0003 0.0566 0.9434

+I 0.'0366 0.0001 0.0003 0.0472 0.9528

+I 0.,0402 0.0001 0.0003 0.0519 0.9481

+I O:o348 0.0001 0.0003 0.0449 0.9551

+I o.,p363 0.0001 0.0003 0.0469 0.9531

+I 0.,0376 0.0001 0.0003 0.0485 0.9515

+I 0.'0417 0.0002 0.0003 0.0538 0.9462

+I 0.0638 0.0002 0.0005 0.0824 0.9176

+I 0.1596 0.0006 0.0012 0.2059 0.7941

+I O.Jil38 0.0004 0.0008 0.1468 0.8532

+I 0.0514 0.0002 0.0004 0.0662 0.9338

+I 0.0497 0.0002 0.0004 0.0641 0.9359

+I 0.0555 0.0002 0.0004 0.0716 0.9284

+I 0.1547 0.0006 0.0012 0.1996 0.8004

+I 0.2718 0.0010 0.0020 0.3506 0.6494

+I 0.0645 0.0002 0.0005 0.0833 0.9167

+!

0.0393 0.0001 0.0003 0.0506 0.9494

+I 0.031 I 0.0001 0.0002 0.0402 0.9598

+I

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY DNITS 05119A Pipe Section"'

Sump Co-60 SOF Section T6 to T4 Position IO OB O.OOS8 Section TS to Main Hdr Position Zero OB 0.03S2 Section TS to Main Hdr Position 1 OB 0.0398 Section TS to Main Hdr Position 2 OB 0.0819 Section TS to Main Hdr Position 3 OB 0.09S9 Section TS to Main Hdr Position 4 OB 0.02S9 Section TS to Main Hdr Position S OB 0.0144 Section TS to Main Hdr Position 6 OB 0.0070 Section TS to Main Hdr Position 7 OB 0.01S2 Section TS to Main Hdr Position 8 OB 0.006S Section T4 to T3 Position 0 OB 0.03S2 Section T4 to T3 Position 1 OB 0.0415 Section T4 to T3 Position 2 OB 0.0278 Section T4 to T3 Position 3 OB 0.0282 Section T4 to T3 Position 4 OB 0.038S Section T4 to T3 Position S OB 0.0362 Section T4 to T3 Position 6 OB 0.0263 Section T4 to T3 Position 7 OB 0.0348 Section T4 to T3 Position 8 OB O.OSl l Section T4 to T3 Position 9 OB 0.0326 Section T4 to T3 Position 10 OB 0.0419 Section T4 to T3 Position 11 OB 0.0286 Section T4 to T3 Position 12 OB 0.0397 Section T4 to T3 Position 13 OB 0.0481 Section T4 to T3 Position 14 OB 0.0421 Section T4 to T3 Position l S OB 0.0324 Section T4 to T3 Position 16 OB 0.0472 Section T4 to T3 Position 17 OB 0.0678 Section T4 to T3 Position 18 OB

'0.0654 Section T4 to T3 Position 19 OB 0.04S8 Section T4 to T3 Position 20 OB 0.0480 Section T4 to T3 Position 21 OB 0.0643 Section T4 to T3 Position 22

• OB 0.0599 Section T4 to T3 Position 23 OB 0.04S7 Section T4 to T3 Position 24 OB 0.0334 Section T4 to T3 Position 2S OB 0.02S3 Section T4 to T3 Position 26 OB 0.0233 Section T4 to T3 Position 27 OB 0.0238 Section T4 to T3 Position 28 OB 0.0310 Section T4 to T3 Position 29 OB 0.0282 Section T4 to T3 Position 30 OB 0.0417 Section T4 to T3 Position 31 OB 0.0460 Section T4 to T3 Position 32 OB O.OSl l Section T4 to T3 Position 33 OB 0.0649 Section T4 to T3 Position 34 OB 0.072S Section T4 to T3 Position 3S OB O.OOS8 Section T4 to T3 Position 36 OB 0.0030 Section T4 to T3 Position 37 OB 0.0029 Section T4 to T3 Position 38 OB 0.002S Section T4 to T3 Position 39 OB 0.0030 Section T3 to Tl Position Zero OB 0.1820 Section T3 to Tl Position 1 OB O.IS90 Section T3 to Tl Position 2 OB O.l 7S2 Section T3 to Tl Position 3 OB 0.1870 Section T3 to Tl Position 4 OB 0.18S9 cs;134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0;0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[146]

Cs-137 SOF 0.0208 0.1262 0.1428 0.2936 0.3440 0.0929 '

0.0517 0.0251 O.OS4S 0.0233 0.1262 0.1488 0.0996 0.1010 0.1380 0.1299 0.094S 0.1247 0.1832 0.1168 0.IS02 0.1027

' 0.1422' 0.1724 O.!SIO 0.1161 0.1692 0.2432 0.2343 0.1642 0.1721 0.230S.

0.2148

' 0.1638 0.1196 0.0907 0.0834 0.08S4 0.1111

' 0.1011

' 0.149S 0.16Sl 0.1832

' 0.2326

' 0.2S99 0.0207 0.0106 O.OIOS 0.0091 0.0108 0.6S28 O.S701 0.6283 0.6707 0.6665

~

ZIONSOLUTIONSuc

,.,,_a._,

Ni-63 Sr-90 '

SOF l-Ws Sign SOF.

SOF (Ws) 0.0001 0.0002 0.0268 0.9732

+I o.ooos 0.0009 0.1628 0.8372

+I o.ooos-0.0011 0.1843 0.81S7

+l 0.0011 0.0022 0.3788 0.6212

+!

0.0013 0.0026 0.4438 0.5S62

+!

0.0003 0.0007 0.1198 0.8802

.+!

0.0002 0.0004 0.0666 0.9334

+I 0.0001 0.0002 0.0324 0.9676

+!

0.0002 0.0004 0.0703 0.9297

+!

0.0001 0.0002 0.0301 0.9699

+!

O.OOOS 0.0009 0.1628 0.8372

+I 0.0006 0.0011 0.1920 0.8080

+I

' 0.0004 0.0007 0.128S 0.871S

+!

0.0004 0.0008 0.1303 0.8697

+!

o.ooos 0.0010 0.1780 0.8220

+!

0.0005 0.0010 0.167S 0.832S

+1 0.0004 0.0007 0.1219 0.8781

+!

I 0.000S 0.0009 0.1609 0.8391

+l 0.0007 0.0014 0.2364 0.7636

+l

, 0.0004 I 0.0009 O.!S07 0.8493

+l 0.0006 0.0011 0.1938 0.8062

+!

0.0004 0.0008*

0.132S 0.867S

+!

' 0.0005 0.0011 O.l 83S 0.816S

+I

0.0006 0.0013 0.2224 0.7776

+!

0.0006 0.0011 0.1948 0.80S2

+!

0.0004 0.0009 0.1497 0.8S03

+I

' 0.0006 0.0013 0.2183 0.7817

+I

' 0.0009 0.0018 0.3137 0.6863

+I

' 0.0009 0.0017 0.3023 0.6977

+I 0.0006 0.0012 '

0.2118 0.7882

+I 0.0006 0.0013 0.2221 0.7779

+l

' 0.0009 0.0017 0.2974 0.7026

+I 0.0008 0.0016 0.2771 0.7229

+I 0.0006 0.0012 0.2114 0.7886

+l 0.0004 0.0009 0.1S43 0.84S7

+I 0.0003 0.0007 0.1170 0.8830

+I 0.0003 0.0006 0.1076 0.8924

+l 0.0003 0.0006 0.1101 0.8899

+l 0.0004 0.0008 0.1434 0.8566

+I 0.0004 0.0008 0.1304 0.8696

+!

0.0006 0.0011 0.1929 0.8071

+!

0.0006 0.0012 0.2130 0.7870

+I 0.0007 0.0014 0.2364 0.7636

+I 0.0009 0.0017 0.3001 0.6999

+I 0.0010 0.0019 0.3352 0.6648

+I 0.0001 0.0002 0.0267 0.9733

+!

0.0000 0.0001 0.0137 0.9863

+l 0.0000 0.0001 0.013S 0.986S

+I 0.0000 0.0001 0.0117 0.9883

+l 0.0000 0.0001 0.0139 0.9861

+I 0.0024.

0.0049 0.8421 O.!S79

+!

0.0021 0.0043 0.73SS 0.2645

+I 0.0023 0.0047 0.810S 0.1895

+I 0.002S o.ooso 0.86S2 0.1348

+!

0.0025 o.ooso 0.8598 0.1402

+I

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Sump Co-60 SOF Section T3 to Tl Position 5 OB 0.1603 Section T3 to Tl Position 6 OB 0.1462 Section T3 to Tl Position 7 OB 0.1694 Section T3 to Tl Position 8 OB 0.1823 Section T3 to TI Position 9 OB 0.1309 Section T3 to Tl Position I 0 OB 0.1116 Section T3 to Tl Position 11 OB 0.1219 Section T3 to Tl Position 12 OB 0.1075 Section T3 to T 1 Position 13 OB 0.1158 Section T3 to Tl Position 14 OB 0.0834 Section TJ to Tl Position 15 OB 0.1121 Section T3 to Tl Position 16 OB 0.0878 Section T3 to T 1 Position 17 OB 0.0916 Section T3 to Tl Position 18 OB 0.1168 Section T3 to Tl Position 19 OB 0.0847 Section T3 to Tl Position 20 OB 0.0755 Section T3 to T 1 Position 21 OB 0.0589 Section T3 to Tl Position 22 OB 0.0640 Section T3 to Tl Position 23 OB 0.0599 Section T3 to Tl Position 24 OB 0.0592 Section T3 to Tl Position 25 OB 0.0555 Section T3 to Tl Position 26 OB*

0.0635 Section T3 to Tl Position 27 OB 0.0684 Section T3 to Tl Position 28 OB 0.0615 Section T3 to Tl Position 29 OB 0.0478 Section T3 to Tl Position 30 OB 0.0525 Section T3 to Tl Position 31 OB 0.0475 Section T3 to Tl Position 32 OB 0.0473 Section T3 to Tl Position 33 OB 0.0566 Section T3 to Tl Position 34 OB 0.0707 Section T3 to Tl. Position 35 OB 0.0642 Section T3 to Tl Position 36 OB 0.,0554 Section T3 to Tl Position 37 OB 0.0809 Section T3 to Tl Position 38 OB 0.0744 Section T3 to Tl Position 39 OB 0.0800 Section T3 to T 1 Position 40 OB 0.0656 Section T3 to Tl Position 41 OB 0.0468 Section T3 to Tl Position 42 OB 0.0461 Section T3 to Tl Position 43 OB 0.0433 Section T3 to Tl Position 44 OB 0.0498 Section T3 to Tl 'Position 45 OB 0.0540 Section T3 to Tl Position 46 OB 0.0508 Section T3 to Tl Position 4 7 OB 0.0462 Section T3 to Tl Position 48 OB 0.0442 Section T3 to Tl Position 49 OB 0.0588 Section T3 to Tl Position 50.

O.B 0.0537 Section T3 to Tl Positio1.1 52 OB 0.1004 Section T3 to Tl Position 53 OB 0.0966 Section T3 to Tl Position 54 OB 0.0491 Section T3 to Tl Position 55 OB.

0.0225

. Section T3.to Tl Position 56 OB 0.0109 Section T3 to Tl Position 57 OB 0.0430 Section T3 to Tl Position 58 OB 0.1904 Section T3 to Tl Position 59 OB 0.0043 Section Tl to Sump B Position 1 OB 0.0234 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000*

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000' 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[147]

Cs-137 SOF 0.5749 0.5242 0.6075 0.6538 0.4693 0.4003 0.4372 0.3854 0.4152 0.2989 0.4020 0.3148 0.3285 0.4188 0.3039 0.2708

. 0.2112 0.2296 0.2147 0.2122 0.1989 0.2279

.0.2454 0.2204 0.1713 0.1881 0.1703 0.1697 0.2030 0.2535 0.2301 0.1988 0.2900

.0.2669 0.2867

.0.2354 0:1680 0.1654 0.1552 0.1787 0.1935 0.1821 0.1655 0.1586 0.2107 0.1927 0.3601 0.3464 0.1762 0.0808 0.0392 0.1544 0.6828 0.0153 0.0838

• Ni~63

• Sr-90 SOF 1-Ws Sign SOF SOF (Ws) 0.0021 0.0043 0.7417 0.2583

+I 0.0019 0.0039 0.6762 0.3238

+l 0.0023 0.0045 0.7837 0.2163

+I 0.0024 0.0049 0.8435 0.1565

+1

• 0.0017 0.0035 0.6054 0.3946

+I 0.0015 '

0.0030 0.5164 0.4836

+I 0.0016 0.0033 0.5640 0.4360

+I

' 0.0014 0.0029 0.4972

. 0.5028

+I 0.0015 0.0031 0.5356 0.4644

+l 0.0011 0.0022 0.3856 0.6144

+I 0.0015 0.0030 0.5186 0.4814

+I 0.0012 0.0023 0.4061 0.5939

+l 0.0012 0.0024 0.4237 0.5763.

+l 0.0016 0.0031 0.5403 0.4597

+l 0.0011 0.0023 0.3920 0.6080

+l 0.0010 0.0020 0.3494 0.6506

+l 0.0008 0.0016 0.2724 0.7276

+l 0.0009 0.0017 0.2962 0.7038

+l 0.0008 0.0016 0.2769 0.7231

+l 0.0008 0.0016 0.2737 0.7263

+l 0.0007 0.0015 0.2566 0.7434

+l 0.0008 0.0017 0.2939 0.7061

+l 0.0009 0.0018 0.3166 0.6834

+l 0.0008 0.0016 0.2844 0.7156

+~

0.0006 0.0013 0.2210 0.7790

+l 0.0007 0.0014 0.2427*

0.7573

+l 0.0006 0.0013 0.2197 0.7803

+l 0.0006 0.0013 0.2189 0.7811

+l 0.0008 0.0015 0.2619 0.7381

+l 0.0009 0.0019 0.3271 0.6729

+l 0.0009 0.0017 o.. 2969 0.7031

+l 0.0007 0.0015 0.2564 0.7436

+l 0.0011 0.0022 0.3741 0.6259

+I

'0.00IO 0.0020 0.3443 0.6557

+l

• '0.0011 0.0021 0.3699 0.6301

+l 0.0009 0.0018 0.3036 0.6964

+I 0.0006 0.0013 0.2167 0.7833

+l 0.0006 0.0012 0.2134 0.7866

+l 0.0006 0.0012 0.2002 0.7998'

+l 0.0007 0.0013 0.2306 0.7694

+I

'0.0007 0.0014 0.2497 0.7503

+l 0.0007 0.0014 0.2349 0.7651

+l

'0.0006 0.0012 0.2135 0.7865.

+l 0.0006 0.0012 0.2046 0.7954

+I 0.0008 0.0016 0.2718 0.7282

+l 0.0007 0.0014 0.2486 0.7514

+I

'0.0013 0.0027 0.4646 0.5354

+I 0.0013 0.0026 0.4469 05531

+l 0.0007 0.0013 0.2274 0.7726

+l 0.0003 0.0006 0.1042 0.8958

+l

'0.0001 0.0003 0.0505 0.9495

+l 0.0006 0.0012 0.1991 0.8009

+I 0.0025 0.0051 0.8809 0.1191

+l 0.0001 0.0001 0.0197 0.9803

+I 0.0003 0.0006 0.1080 0.8920

+l

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section Co-60

• sump SOF Section Tl to Sump B Position 2 OB 0.0390 Section Tl to Sump B Position 3 OB 0.3171 Section Tl to Sump B Position 4 OB 0.2275 Section Tl to Sump B Position 5 OB 0.0760 Section U2 to UI *Position Zero OB 0.1059 Section U2 to Ul Position 1 OB 0.1153 Section U2 to Ul Position 2 OB 0.1143 Section U2 to Ul Position 3 OB 0.1087 Section U2 to Ul Position 4 OB 0.1313 Section U2 to Ul Position 5 OB 0.1155 Section U2 to Ul Position 6 OB 0.1018 Section U2 to Ul Position 7 OB 0.0928 Section U2 to Ul Position 8 OB 0:0857 Section U2 to U I Position 9 OB 0.0898 Section U2 to Ul Position 10 OB 0.0918 Section U2 to UI Position 11 OB

. 0.0810 Section U2 to Ul Position 12 OB 0.0969 Section U2 to Ul Position 13 OB 0.0923 Section U2 to Ul Position 14 OB 0.0937 Section U2 to U 1 Position 15 OB 0.1011 Section U2 to U1 Position 16 OB 0.1040 Section U2 to Ul Position 17 OB 0.1000 Section U2 to U 1 Position 18 OB 0.0943 Section U2 to Ul Position 19 OB 0.0971 Section U2 to Ul Position 20 OB 0.0926 Section U2 to U I Position 21 OB 0.0951 Section U2 to Ul Position 22 OB 0.0890 Section U.2 to Ul Position 23 OB 0.0948 Section U2 to Ul Position 24 OB 0.1015 Section U2 to U I Position 25 OB 0.1017 Section U2 to U I Position 26 OB 0.1110 Section U2 to Ul Position 27 OB 0.1087 Section U2 to U I Position 28 OB 0.1004 Section U2 to U I Position 29 OB 0.0900 Section U2 to Ul Position 30 OB 0.0856 Section U2 to UI Position 31 OB 0.0913 Section U2 to Ul Position 32 OB 0.0997 Section U2 to Ul Position 33 OB 0.1063 Section U2 to UI Position 34 OB 0.1008 Section U2 to UI Position 35 OB 0.0955 Section U2 to UI Position 36 OB 0.0988 Section U2 to Ul Position 37 OB 0.0957 Section U2 to UI Position 38 OB 0.1064 Section U2 to UI Position 39 OB 0.1227 Section U2 to UI Position 40 OB 0.1272 Section U2 to Ul Position 41 OB 0.1196.

Section U2 to Ul Position 42 OB 0.1132 Section U2 to Ul Position 43 OB 0.1028 Section U2 to U 1 Position 44 OB 0.0980 Section U2 to Ul Position 45 OB 0.0958 Section U2 to Ul Position 46 OB 0.0996 Section. U2 to UI Position 47 OB 0.0955 Section U2 to UI Position 48 OB 0.0968 Section U2 to UI Position 49 OB 0.0946 Section U2 to Ul Position 50 OB 0.0926 Cs-134 SOF 0.0000 0.0000 0.0000

. 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 o.oopo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[148]

Cs-137 SOF 0.1400 l.1372 0.8156 0.2725 0.3797 0.4134 0.4097 0.3896 0.4708 0.4142 0.3651 0.3326 0.3073 0.3219 0.3290 0.2906 0.3475 0.3311 0.3360 0.3626 0.3731 0.3586 0.3382 0'.3481 0.3321 0.3412 0.3192 0:3401 0.3638 0.3648 0.3979 0.3896 0.3600 0.3229 0.3068 0.3274 0.3575 0.3813 0.3613 0.3423 0.3543

. 0.3432 0.3814 0.4399.

0.4561 0.4289 0.4061 0.3687 0.3513 0.3435 0.3570

. 0.3423 0.3470 0.3391 0.3322

=-

ZIONSOLUTIONSuc

Ni-63' Sr-90 SOF SOF 0.0005 0.0010 0.0042 0.0085 0.0030 0:0061 0.0010 0.0020 0.0014 0.0028 0.0015 0.0031 0.0015 0.0031 0.0014 0.0029 0.0018 0.0035 0.0015 0.0031 0.0014

'0.0027 0.0012.

0.0025 0.0011 0.0023 0.0012 0.0024

. 0.0012 0.0025 0.0011 0.0022 0.0013 0.0026 0.0012 0.0025

. 0.0012 0.0025 0.0013

.0.0027 0.0014

'0.0028

'0.0013 0.0027 0.0013

• 0.0025 0.0013 0.0026 0.0012 0.0025 0.0013 0.0025 0.0012 0.0024 0.0013 0.0025 0.0014 0.0027 0.0014 0.0027 '

0.0015' 0.0030 0.0014 0.0029 0.0013 0.0027 0.0012 0.0024 0.0011

.0.0023 0.0012 0.0024 0.0013

'0.0027 0.0014

• 0.0028 0.0013 0.0027 0.0013 0.0026 0.0013 0.0026 0.0013 0.0026 0.0014 0.0028 0.0016 0.0033 0.0017 0.0034 0.0016 0.0032 o.po15 0.0030 0.0014 0.0027 0.0013 0.0026 0.0013 0.0026 O.Op13 0.0027 0.0013 0.0026 0.0013 0.0026 0.0013 0.0025 0.0012 0.0025 I

• sor 1-Ws (Ws) 0.1806 0.8194 1.4671

-0.4671 l.0522

-0.0522.

0.3516 0.6484 0.4899 0.5101 0.5333 0.4667 0.5286 0.4714 0.5027 0.4973 0.6074 0.3926 0.5343 0.4657 0.4710 0.5290 0.4291 0.5709 0.3964 0.6036 0.4152 0.5848 0.4245 0.5755 0.3749 0.6251 0.4482 0.5518 0.4271 0.5729 0.4335 0.5665 0.4678 0.5322 0.4813 0.5187 0.4626 0.5374 0.4363 0.5637 0.4491 0.5509 0.4284 0.5716 0.4401 0.5599 0.4117 0.5883 0.4387 0.5613 0.4693 0.5307 0.4706 0.5294 0.5133 0.4867 0.5027 0.4973 0.4644 0.5356 0.4165 0.5835 0.3958 0.6042 0.4224 0.5776 0.4613 0.5387 0.4919 0.5081 0.4661 0.5339 0.4416 0.5584 0.4570 0.5430 0.4427 0.5573 0.4921 0.5079 0.5675 0.4325 0.5883 0.4117 0.5533 0.4467 0.5239 0.4761 0.4756 0.5244 0.4531 0.5469 0.4431 0.5569 0.4606 0.5394 0.4416 0.5584 0.4477 0.5523 0.4374 0.5626 0.4286 0.5714 Sign*

+l

-1

-I

+I

+l

+l

+l

+l

+l

+l

+l

+l

+l

+l

+I

+I

+l

+I

+l

+I

+l

+I

+1

+l

+I

+l

+I

+l

+l

+l

+l

+I

+I

+I

+l

+I

+l

+l

+I

+I

+I

+I

+I

+I

+I

-+:I

+I

+I

+.I

+I

+l

+I

+I

+l

+l

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A Pipe Section

• Sump Co-60 SOF Section U2 to UJ Position 51 OB 0.1046 Section U2 to Ul Position 52 OB 0.1033 Section U2 to Ul Position 53 OB 0.0986 Section U2 to U I Position 54 OB 0.1085 Section'U2 to UJ Position 55 OB 0.0921 Section U2 to UI Position 56 OB 0.1014.

Section U2 to UI Position 57 OB 0.0964 Section U2 to UJ Position 58 OB 0.0881 Section U2 to Ul Position 59 OB 0.1118 Section U2 to UI Position 60 OB 0.0807 Section U2 to U I Position 61 OB 0.0832 Section U2 to U I Position 62 OB 0.0845 Section U2 to U I Position 63 OB 0.0997 Section U2 to UJ Position 64 OB 0.0991 Section U2 to Ul Position 65 OB 0.1191 Section U2 to UI Position 66 OB 0.1238 Section U2 to UI Position 67 OB 0.0915 Section U2 to Ul Position 68 OB 0.0822 Section U2 to UI Position 69 OB 0.0775 Section U2 to Ul Position 70 OB 0.0760 Section U2 to UJ Position 71 OB 0.0762 Section U2 to UI Position 72 OB 0.0753 Section U2 to UJ f'.osition 73 OB 0.0896 Section U2 to UI Position 74 OB 0.1028 Section U2 to :UI Position 75 OB 0.0943 Section U2 to Ul Position 76 OB 0.0702 Section U2 to UI Position 77 OB 0.0334 Section U2 to Ul Position 78 OB 0.0136 Section U2 to Ul Position 79 OB 0.0166 Section U2 to UI Position 80 OB 0.0161 Section U2 to UJ Position 81 OB 0.0100 Section U2 to Ul Position 82 OB 0.0090 Section U2 to UJ Position 83 OB 0.1457 Section U2 to Ul Position 84 OB 0.1247 Section U2 to UI Position 85 OB 0.1494 Section U2 to U I Position 86 OB 0.1602 Section U2 to U I Position 87 OB 0.1639 Section U2 to Ul Position 88 OB 0.1524 Section U2 to U I Position 89 OB 0.1497 Section U2 to Ul Position 90 OB 0.1418 Section U2 to UI Position 91 OB 0.1702 Section U2 to U I Position 92 OB 0.1645 Section U2 to U I Position 93 OB 0.1704 Section U2 to Ul Position 94 OB 0.1875 Section U2 to UI Position 95 OB 0.1714 Section U2 to U I Position 96 OB 0.1992 Section U2 to UI Position 97 OB 0.2027 Section U2 to U I Position 98 OB 0.2065 Section U2 to Ul Position 99 OB 0.1665 Section U2 to UI Position I 00 OB 0.1756 Section U2 to Ul Position IO I OB 0.2107 Section U2 to U I Position I 02 OB 0.2054 Section U2 to UI Position 103 OB 0.1975 Section U2 to U I Position I 04 OB 0.1889 Section U2 to Ul Position 105 OB 0.1771 Cs-134 SOF 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

[149]

.Cs-137 SOF 0.3753 0.3706 0.3536 0.3891 0.3302 0.3637 0.3458 0.3161 0.4009 0.2895 0.2982 0.3028 0.3575 0.3555 '

0.4271 0.4441

. 0.3282 0.2947 0.2778 0.2725 0.2731 0.2700 0.3212 0.3685 0.3382 0.2518 0.1198 0.0489 0.0595 0.0577 0.0358 0.0321 0.5225 0.4473 0.5357 0.5746 0.5879 0.5464 0.5368 0.5086 0.6104 0.5900 0.6112 0.6724 0.6146

. 0.7145 0.7269 0.7407 0.5969 0.6296 0.7554 0.7366 0.7082 0.6773 0.6349 Ni~63 SOF 0.0014 0.0014 0.0013 0.0014 0.0012 0.0014 0.0013 0.0012 0.0015 0.001 I 0.0011 0.001 I 0.0013 0.0013 0.0016 0.0017 0.0012 0.0011 0.0010 0.0010 0.0010 0.0010 0.0012 0.0014 0.0013

'0.0009

'0.0004 0.0002 0.0002 0.0002 0.0001 0.000_1 0.0019 0'.0017 0.0020 0.0021

,0.0022 0.0020 0.0020 0.0019 0.0023 0.0022 0.0023 0.0025 0.0023 0.0027 0.0027 0.0028 0.0022 0.0023 0.0028 0.0027 0.0026 0.0025 0.0024

~

.~

ZIONSOLUTIONSuc

Sr-90

.SOF 1-Ws Sign SOF (Ws) 0.0028 0.4841 0.5159

+I 0.0028 0.4781 0.5219

+I 0.0026 0.4561 0.5439

+I 0.0029 0.5020 0.4980

+l 0.0025 0.4260 0.5740

+I 0.0027 0.4693 0.5307

+l 0.0026 0.4461 0.5539

+I 0.0024 0.4077 0.5923

+I 0.0030 0.5172 0.4828

+I 0.0022 0.3734 0.6266

+I 0.0022 0.3847 0.6153

+I 0.0023 0.3907 0.6093

+I 0.0027 0.4612 0.5388

+I 0.0027 0.4587 0.5413

+I 0.0032 0.5509 0.4491

+I 0.0033 0.5729 0.4271

+I 0.0024 0.4234 0.5766

+I 0.0022 0.3802 0.6198

+I 0.0021 0.3584 0.6416

+l 0.0020 0.3516 0.6484

+I 0.0020 0.3523 0.6477

+I 0.0020 0.3483 0.6517

+I 0.0024 0.4144 0.5856

+I*

0.0027 0.4753 0'.5247

+l 0.0025 0.4363 0.5637

+I 0.0019 0.3249 0.6751

+I 0.0009 0.1546 0.8454

+I 0.0004 0.0631 0.9369

+I 0.0004 Q.0767 0.9233

+I 0;0004 0.0745 0.9255

+I 0.0003 0.0462 0.9538

+I 0.0002 0.0414 0.9586

+I 0.0039 0.6740 0.3260

+I 0.0033 0.5770 0.4230

+l 0.0040 0.691 I 0.3089

+I 0.0043 0.7413 0.2587

+I 0.0044 0.7584 0.2416

+I 0.0041 0.7049 0.2951

+I 0.0040 0.6925 0.3075

+I 0.,0038 0.6561 0.3439

+I 0.0046 0.7875 0.2125

+I 0.0044 0.7612 0.2388

+I 0.0046.

0.7884 0.2116

+l 0.0050 0.8674 0.1326

+I 0.0046 0.7928 0.2072

+I 0.0053 0.9217 0.0783

+I 0.0054 0.9377 0.0623

+I 0.0055 0.9555 0.0445

+I 0.0045 0.7701 0.2299

+I 0.0047 0.8122 0.1878

+I 0.0056 0.9746 0.0254

+I 0.0055 0.9503' 0.0497

+l 0.0053 0.9136 0.0864

+I 0.0050 0.8738 0.1262

+l 0.0047 0.8191 0.1809

+I

• FRS RELEASE RECORD

~

AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

ZIONSOLUTIONSuc

Pipe Sectfon Sump' Section U2 to Ul Position 106 OB Section U2 to Ul Position 107 OB Section U2 to U 1 Position 108 OB Section U2 to Ul Position I 09 OB Section U2 to Ul Position 110 OB Section U2 to UI Position 111.

OB Section U2 to UI Position 112 OB Section U2 to UI Position 113 OB Section U2 to Ul Position 114 OB Section U2 to Ul Position 115 OB Section U2 to UI Position 116 OB Section U2 to Ul Position 117 OB Section U2 to UI Position 118 OB Section U2 to Ul Position 119 OB Section U2 to Ul Position 120 OB Section Ul to Sump B Position Zero OB Section UI to Sump B Position 1 OB Section Ul to Sump B Position 2 OB Section UI to Sump B Position 3 OB Section Ul to Sump.B Position 4 OB Section Ul to Sump B Position 5 OB Section Ul to Sump B.Position 6 OB Section Ul to Sump B Position 7 OB Section UI to Sump B Position 8.

OB.

Section Ul to Sump B Position 9 OB Section UI to Sump B Position 10 OB Co-60 Cs-134 Cs*l37 Ni-63 Sr-90

. SOF

. SOF SOF SOF SOF SOF (Ws).

0.1816 0.0000 0.6512 0.0024 0.0049 0.8401 0.1709 0.0000 0.6130 0.0023 0.0046 0.7908 0.2325 0.0000 0.8338 0.0031 0.0062 1.0756 0.1848 0.0000 0.6628 0.0025 0.0049 0.8550 0.1648 0.0000 0.5911 0.0022 0.0044 0.7626 0.1307 0.0000 0.4688 0.0017 0.0035 0,6048 0.0863 0.0000 0.3095 0.0012 0.0023 0.3993 0.0911 0.0000 0.3268 0.0012 0.0024 0.4215 0.1092 0.0000 0.3918 0.0015 0,0029 0.5054.

0.1070 0.0000 0.3837 0.0014 0.0029 0.4950 0.1087 0.0000

• 0.3899 0.0014 0.0029 0.5030 0.1178 0.0000 0.4224 0.0016 0.0031 0.5449*

0.1119 0.0000 '

0.4011 0.0015 0.0030 0.5175'

• . 0.1147 0.0000 0.4113 0.0015 0.0031 0.5306*

0.0383 0.0000 0.1374 0.0005 0.0010 0.1772 0.0214 0.0000 0.0768 0.0003 0.0006 0.0991 0.0909 0.0000 0.3259*

0.0012 0.0024 0.4204 0.0909 0.0000 0.3261 0.0012 0.0024 0.4207 0.0847 0.0000 0.3037 0.0011 0.0023 0.3918 0.0885 0.0000 0.3174 0.0012 0.0024 0.4094 0.1046 0.0000 0.3752 0.0014 0.0028 0.4840 0.1077 0.0000 0.3861.

'0.0014 0.0029 0.4981 0.1135 0.0000 0.4070 0.0015 0.0030 0.5250 0.1205 0.0000

0.4322 0.0016 0.0032 0.5575 0.1196 0.0000 0.4289 0.0016 0.0032 0.5533 0.0725 0.0000 0.2599 0.0010 0.0019 0.3353 Number of Measurements=

Type I Error =

Number of Positive Differences (S+) =

Critical Value=

Survey unit MEETS the Acceptance Criteria

[150]

1-Ws Sign 0.1599

• +1 0.2092

+l

-0.0756

-1 0.1450

+i 0.2374

+I 0.3952

+I 0.6007

+I 0.5785

+l 0.4946

+l 0.5050

+i 0.4970

+I 0.4551

+I 0.4825

+I 0.4694

+l 0.8228

+l 0.9009

+l 0.5796

+l 0.5793

+I 0.6082

+I 0.5906

+l 0.5160

+l 0.5019

+l 0.4750

+I 0.4425

+I 0.4467

+I 0.6647

+I 2721 0.05 1893 1403

FSS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNIT 051I9A 14.4 ATTACHMENT 4 QC DATA

[151]

~

ZIONSOLUTIONSuc

MEner'll)'Solitau~

FRSRELEASERECORD

~

AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

ZlONSOLUTIONSuc

Al'l[lwg)'~~

Auxiiiary Building Embedded Drain Pipe - QC Agreement r-'.'.-----.---------- --- ---*------ ------ **---------- - -- -*--------------

---

*---------~

1_.§!!Mr __ P!PE_J?REN!NGJY~@lliG JC.rM>:Q~ R~!__µJ_~GJ~~1m M 1:I9 _Q~.J> A~S_?J A

B c

D E

A F

G H

J K

B A

A2 692200 692366.

1.00 YES A3 B2 Cl C2 DI D3 D4 D6 El E2 E4 E5 E7 Fl F2 F3 F4 F8 FlO Fl2 Fl4 G2 G3 HI H2 JI.

12 14 J5 Kl K2 Al A2 717910 719250 1.00 YES 643211 639529 I.OJ YES 663232 663579 1.00 YES 648173 646798 1.00 YES 282339 281367 1.00 YES 587505 587084 1.00 YES 961887 963521 1.00 YES 501057 500648 1.00 YES 517337 518792 1.00 YES 323969 324907 1.00 YES 642860 642967 1.00 YES' 514827 514837 1.00 YES 312066 311915 1.00 YES 332987 333270 1.00 YES 664178 664115 1.00 YES 353666 353933 1.00 YES 218831

. 218696 1.00 YES 324702 324715 1.00

• YES 428565 427242 1.00 YES

• 628296 627104 1.00 YES 1125914 1125813 1.00 YES 918979 921268 1.00 YES 519927

. 520993 1.00 YES 536715 536113 1.00 YES 599149 598543 1.00 YES 994522.

996618 1.00 YES 444713 440706 I.OJ YES 1071193 1071838.

1.00 YES 82600 83721 0.99 YES 837812 837591 1.00 YES 619722 620179 1.00 YES 585909 584254 1.00 YES 463126 464950 1.00 YES 979838 982019 1.00 YES 752422 752555 1.00 YES 369880 371516 1.00 YES 175196 170727 1.03 YES 253789 258017 0.98 YES 347033 347546 1.00 YES 310215 310315 1.00 YES 445298.

445955 1.00 YES 146794 147341 1.00 YES 205255 204970 1.00 YES 737064 738775 1.00 YES 152889 152675 1.00 YES 640883 641443 1.00 YES 1126579 1127404 1.00 YES 1084949 1085393 1.00 YES 182931 58257 3.14 NO 431248 431444 1.00 YES

[152]

FRSRELEASERECORD

~

AUXILIARY BUILDING FLOOR DRAIN PIPE

=ZIONSOLUTIONSuc-SURVEY UNITS 05119A M£1*'J)'So.\\dalil~

l§@J:~-.J>I!l~.c ~Q!>.¥_NtN9~ iii~>>ffig JG~M)Q~R~Aliii~G JgM[fuit~9 9rN~§11 454264 453291 1.00 YES 408870 407003 1.00 YES 237903 251402.

0.95 YES 452662 452727 1.00 YES 468935 448532 1.05 YES 450745 449717 1.00 YES 503303 504417 1.00 YES 776809 784380 0.99 YES 361054 361468 1.00 YES B2 333587 333599*

1.00 YES 227535 218997 1.04 YES 354490 354465 1.00 YES B

B3 367008 367607 l.00 YES 461296 461556 1.00 YES B4 47127 47285 1.00 YES 127222 127621 1.00 YES B5 134266 135009 6.99 YES 147469

. 147792 1.00 YES Cl 45182 44668 I.OJ YES 226874 226738 l.00 YES C2 465706 466222 1.00 YES C3 360514 360729 1.00 YES 288428 287398 1.00

'YES c

C4 163375 290776 0.56 YES 349007 350279 1.00 YES C5 118206 118656 1.00 YES C6 215662 262329 0.82 YES 272386 272264 1.00 YES C7 102840 102492 1.00 YES DI 82690 83032 1.00 YES D

D2 84198 84489 1.00 YES D4 177496 177137 1.00 YES El 52539 52837 0.99 YES 25913 25551 I.OJ YES 85074 85478 1.00 YES E2 599704 600250 l.00 YES 354116 353695 1.00

• YES E

E3 252919 254025 l.00 YES 344397 345051 l.00 YES E4 186971 187758 1.00 YES

. 527620 528372 l.00 YES E5 227868 227575 1.00 YES E6 379904 361491 1.05 YES 133292 133692 l.00 YES Fl 38809 38675 1.00 YES 322238 322015 l.00 YES F2 843258

. 842584 1.00 YES 1174656 1170764 l.00 YES F

F3 577432 576966 l.00 YES 881574 881287 l.00 YES F4 709166 710634 l.00 YES 703617 705220 1.00 YES F5 953103 955073 l.00 YES

[153].

FRSRELEASERECORD

~

AUXILIARY BUILDING FLOOR DRAIN PIPE SURVEY UNITS 05119A

ZIONSOLUTIONSuc

M~~~

[sfiMr._~i~r.!LQf¥&N:9:~~fil~Gi~J>M)~Q1SJlK~li~~(;~(~~M)~~JJ_9

__.~Ql;_I_>;'\\~~

1070116 1069533

. 1.00 YES G

H J

K L

M N

p R

s F6 GI G2 G3 HI H2 H3 JI 12 J3 Kl K2 LI L2 L3 LS L6 L7 LS L9 M2 N2 P2 R2 R3 SI 1251699 J 252822 1.00 YES l 3 J 9539 l 3 J 6993 1.00 YES 580797 568646

. 1.02 YES 624878 624635 J.00 YES 34J847 34J927 1.00 YES 258452

. 258808 J.00 YES J674J7 J65877 I.OJ YES 20J574 202810 0.99 YES 490847 4905 J 7 1.00 YES 41789J 4J8J02 1.00 YES 55 J667 552049 1.00 YES 367738 367824 1.00 YES 3519J8 352974 1.00

• YES 253470 253855 1.00.

YES 647098 646J36 1.00 YES

. 432204 432384 J.00 YES 294642 30J974 0.98 YES J3042J J31J80 0.99

. YES 238333 239374 J.00 YES

• 270970 269475 I.OJ YES 206594 207082 J.00 YES 240968

. 240568 J.00 YES 197356 197727 1.00 YES 385657 386403 1.00 YES 40J254 40J 109 1.00 YES 1308375 1313684 1.00 YES 143793 14372J 1.00 YES J34Jl2

. JJ9591 l.J2 YES 84950 88729 0.96 YES J05976 J06532 0.99 YES 101 J76 JOJ006 1.00 YES 53773 55335 0.97 YES 26324

• 26230 J.00 YES 34J39 34023 1.00 YES 162327.

161693 1.00 YES 149J08 J49608 1.00

. YES 33905 33904 1.00 YES 328650 328596 1.00 YES 298228 297808 J.00 YES 388482 388760 1.00 YES 376816 378623 1.00 YES 93970 94454 0.99 YES l 8 J494 182003 1.00 YES 129958 129427 1.00 YES 159765 J46977 1.09 YES J 605 J 4 J 60867 1.00 YES 162215 J62245 1.00 YES 7971 7857 1.01 YES 1298J6 130484 0.99 YES I 02200 J 0232 J 1.00 YES 143893 J43969 1.00 YES 30975 3 J385 0.99 YES

[154]

FRS RELEASE RECORD AUXILIARY BUILDING FLOOR DRAIN.PIPE SURVEY UNITS 05119A

~

=ZlONSOLUTIONSuc~

""~~

rsuMP-PiPE****oPENINGREADING~CP~CREADING-CPl\\;CRA TIO-C-PASS?l

'**-***---*--*-**-****---*. ----- -*- *- -- -***-* - C. -.J.Q______ -... J _____.J_.

-- Q........ -....*

85598 86132 0.99 YES S2 130729 131532 0.99 YES 97463 97486 1.00 YES 83099 83615 0.. 99 YES S3 74228 74010 1.00 YES

. 50610 50554 1.00 YES

. Tl 525415 521232 1.01 YES 301597 301073 1.00 YES T3 193487 193821 1.00 YES T

123321 122210 1.01 YES T4 58293 58163 1.00 YES 75865 69658 1.09 YES TS 58308 58375 1.00 YES T6 73747 73896 1.00 YES Ul 44913 44485 1.01 YES 222119 221533 1.00 YES 197829 194752 1.02 YES 266763 267157 1.00 YES u

U2 205464 205059 1.00 YES 169324 168689 1.00 YES 245747 244890 1.00 YES 275125 274288 1.00 YES 368291 367391 1.00 YES

[155]

FRSRELEASERECORD AUXILIARY BUILDING FLOOR DRAIN PIPE

.SURVEY UNITS 05119A

~

ZIONSOLUTIONSuc

Nt~~~

14.5'ATTACHMENT 5 INSIGNIFICANT DOSE CONTRIBUTOR ANALYSIS

[156]

\\

FRS RELEASE RECORD AUXILIARY BUILDING EQUIPMENT AND FLOOR DRAIN PIPE SURVEY UNITS 05119A & 051198

~

ZIONSOLUTIONSuc

Mfl>oo\\ll-°"'""'

Auxiliary Building Embedded Drain Pipe - Analysis of Dose Contribution from Insignificant Radionuclides Composite Sample ABCD-01 Adjusted

• Aux Bldg BDF1 Dose Result Ml>C

>MDC Results Mixture Percent of Dose (pCilgn,i)

Uncertainty (pCi/gm)

(pCi/gm) *

• (mrem/yr/mCi)

(mrem/yr)

H-3 7.44E+Ol l.28E+Ol l.86E+Ol Yes 7.44E+Ol 0.065%

6.21E-03 4.04E-O~

0.0189%

C-14 3.47E+02 7.l 7E+OO 4.93E+OO Yes 3.47E+02 0.304%

6.49E-02 l.97E-04 0.9194%

Fe-55

-2.21E+Ol 6.55E+Ol 9.83E+Ol No 9.83E+OI 0.086%

8.09E-07 6.96E-10 0.0000%

Ni-59 9.00E+Ol 2.91E+02 4.58E+02 No 4.58E+02 0.401%

l.35E-04 5.42E-07 0.0025%

Co-60 2.76E+04 2.31E+03.

l.15E+03 Yes 2.76E+04 24.188%

l.08E-02

• 2.61E-03 12.1810%

Ni-63 l.39E+04 9.29E+Ol 2.39E+Ol Yes l.39E+04 12.207%

2.86E-04 3.49E-05 0.1628%

Sr-90 4.57E+Ol 7.63E+OO 8.84E+OO Yes 4.57E+Ol 0.040%

3.29E-OI 1.32E-04 0.6142%

Nb-94 1.16E+02 2.21E+02 2.58E+02 No 2.58E+02 0.226%

l.41E-02 3.18E-05 0.1484%

Tc-99 2.85E+Ol 8.51E+OO l.36E+Ol Yes 2.85E+Ol 0.025%

l.48E-Ol 3.69E-05 0.1720%

Ag-108m 1.18E+02 l.90E+02 2.65E+02 No 2.65E+02 0.232%

l.78E-02 4.13E-05 0.1926%

Sb-125 6.90E+02 7.03E+02 l.01E+03 No.

1.0/E+OJ 0.887%

l.32E-02

• l.17E-04 0.5461%

Cs-134 6.86E+Ol l.72E+02 2.48E+02 No 2.48E+02 0.217%

l.56E-02 3.39E-05 0.1579%

Cs-137 6.86E+04 6.03E+03 l.49E+03 Yes 6.86E+04 60.086%

2.96E-02 l.78E-02 82.9321%

Pm-147 2.66E+Ol 8.95E+OO 1.42E+OI Yes 2.66E+Ol 0.023%

3.01E~05 7.0lE-09 0.0000%

Eu-152

-6.50E+02 8.36E+02 4.96E+02 No 4.96E+02 0.434%.

5.08E-03 2.21E-05 0.1028%

Eu-154 1.33E+02 3.97E+02 2.53E+02 No 2.53E+02 0.222%

5.63E-03 l.25E-05 0.0582%

Eu-155

-l.04E+02 2.90E+02 3.02E+02 No 3.02E+02 0.264%

2.91E-04 7.69E-07 0.0036%

Np-237 5.37E-OI 6.IOE-01 8.08E-Ol No 8.0BE-01 0.001%

4.92E+OI 3.48E-04 1.6225%

Pu-238 l.97E+OO l.23E+OO 8.81E-Ol Yes l.97E+OO 0.002%

2.1 lE-01 3.63E-06 O.Ol69%

Pu-239/240 l.44E+OO l.04E+OO 7.69E-01 Yes l.44E+OO 0.001%

2.61E-Ol 3.30E-06 0.0154%

Pu-241 2.47E+Ol 5.24E+Ol 8.88E+Ol No 8.88E+O/

0.078%

4.58E-03 3.56E-06 0.0166%

Am-241 l.OIE+Ol 2.52E+OO 8.03E-01 Yes 1.0IE+Ol 0.009%

2.58E-OI 2.28E-05 0.1063%

Am-243 l.80E-Ol 3.43E-Ol 6.35E-Ol No 6.35E-Ol 0.001%

2.64E-Ol l.47E-06 0.0068%

Cm-243/244 2.63E+OO l.19E+OO 9.79E-01 Yes 2.63E+OO 0.002%

2.69E-02 6.18E-07 0.0029%

1.14E+05 100.000%

2.14E-02 100%

Insignificant Contribution (incl. H-3, Eu-152 & En-154) I 3.9520%

Note 1 - BDF for Auxiliary Building Basements from ZionSo/utions TSD 14-019 *. "Radionuclides of Concern for Soil and Basement Fill Model Source Terms"

[157]