|
|---|
Category:Calculation
MONTHYEARML0520903002005-07-31031 July 2005
Appendix a Survey Design.
ML0520903042005-07-31031 July 2005
Appendix B Snec Calculation Dose Assessment of Results.
E900-05-027, Experimental Corporation Final Status Survey Report for OL6 and OL10, Snec Calculation Sheet2005-07-14014 July 2005
Experimental Corporation Final Status Survey Report for OL6 and OL10, Snec Calculation Sheet
ML0519500892005-06-0909 June 2005
Calculation E900-05-023, Rev 1, Miscellaneous Chain Link Fences MA9 - Survey Design.
ML0521401062005-06-0909 June 2005
Rev 2 to Calculation E900-05-032, Open Land FSS Design - OL3 Paved Surfaces & Concrete, Appendices a - B to Final Status Survey Report for Saxton Nuclear Experimental Corporation 0L3 Paved Surfaces and Concrete.
E910-05-018, Calculation E900-05-020, Rev 0, OL9 Open Land Area - Survey Design, Appendix a to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area OL92005-06-0707 June 2005
Calculation E900-05-020, Rev 0, OL9 Open Land Area - Survey Design, Appendix a to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area OL9
E910-05-017, Calculation E900-05-016, Rev 1, Northeast Dump Open Land Area OL5 - Survey Design, Appendix F to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area OL52005-05-31031 May 2005
Calculation E900-05-016, Rev 1, Northeast Dump Open Land Area OL5 - Survey Design, Appendix F to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area OL5
ML0521400742005-05-31031 May 2005
Rev 2 to Calculation E900-05-028, Open Land FSS Design - OL7 Paved Surfaces & Concrete, Appendices a & B to Final Status Survey Report for Saxton Nuclear Experimental Corporation OL7 Paved Surfaces and Concrete.
E910-05-056, Rev. 0 to Calculation E900-05-024, Open Land FSS Design-OL3, Appendix a to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area OL3.2005-05-27027 May 2005
Rev. 0 to Calculation E900-05-024, Open Land FSS Design-OL3, Appendix a to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area OL3.
ML0521404032005-05-19019 May 2005
Rev. 1 to Calculation E900-05-015, OL1 Paved & Miscellaneous Concrete Surfaces MA8, PF1, DB5, DB1, SS12, SS24-Survey Design, Appendices B - D to Final Status Survey Report for Saxton Nuclear Experimental Corp Residual Concrete in OL1.
ML0521402592005-05-19019 May 2005
Rev. 1 to Calculation E900-05-015, OL1 Paved & Miscellaneous Concrete Surfaces MA8, PF1, DB5, DB1, SS12, SS24 - Survey Design, Appendix B to Final Status Survey Report for Saxton Nuclear Experimental Corporation Residual Macadam in OL1.
ML0521401232005-05-16016 May 2005
to Calculation E900-05-029, Assessment of Cv Tunnel Unistrut, Appendix C to Final Status Survey Report for Saxton Nuclear Experimental Corporation Saxton Steam Generating Station Structural Surfaces - Cv Steam Tunnel SS22
ML0521400772005-05-12012 May 2005
Rev. 0 to Calculation E900-04-021, Assessment of Survey Results for Discharge Tunnel Class 1 Areas, Appendix E to Final Status Survey Report for Saxton Nuclear Experimental Corp Saxton Steam Generating Station Structural Surfaces -Discharg
E910-05-037, Final Status Survey Report for Saxton Nuclear Experimental Corporation Saxton Steam Generating Station Structural Surfaces - Basement SS14, SS15, SS16, SS17, Appendix E, E900-05-008 Calculation Sheet2005-05-12012 May 2005
Final Status Survey Report for Saxton Nuclear Experimental Corporation Saxton Steam Generating Station Structural Surfaces - Basement SS14, SS15, SS16, SS17, Appendix E, E900-05-008 Calculation Sheet
ML0521400532005-05-10010 May 2005
Rev 0 to Calculation E900-05-014, Snec Plant Area Open Land - OL1 - Survey Design, Appendix a to Final Status Survey Report for Saxton Nuclear Experimental Corp Open Land Area OL1.
ML0521403992005-05-0404 May 2005
Rev. 0 to Calculation E900-05-015, OL1 Paved & Miscellaneous Concrete Surfaces MA8, PF1, DB5, DB1 - Survey Design, Appendex a to Final Status Survey Report for Saxton Nuclear Experimental Corp Residual Concrete in OL1.
ML0521401492005-04-29029 April 2005
to Calculation E900-05-009, Westinghouse and Adjacent Areas Open Land - OL2 - Survey Design, Appendix a to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area OL2.
ML0521401532005-04-29029 April 2005
to Calculation E900-05-011, Westinghouse and Adjacent Areas MA8-5 Concrete Survey Design, Appendix B to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area OL2.
ML0521402562005-04-27027 April 2005
Rev. 0 to Calculation E900-05-015, OL1 Paved and Miscellaneous Concrete Surfaces MA8, PF1, DB5, Dbi - Survey Design, Appendix a to Final Status Survey Report for Saxton Nuclear Experimental Corporation Residual Macadam in OL1.
E910-05-019, Calculation E900-05-012, Rev 0, Yard Storage Tank Excavation - OL1-7 - Survey Design, Appendix a, with Attachments to Final Status Survey Report for Saxton Nuclear Experimental Corporation East Yard Excavation OL1-72005-04-22022 April 2005
Calculation E900-05-012, Rev 0, Yard Storage Tank Excavation - OL1-7 - Survey Design, Appendix a, with Attachments to Final Status Survey Report for Saxton Nuclear Experimental Corporation East Yard Excavation OL1-7
ML0519500872005-04-18018 April 2005
Calculation E900-05-023, Rev 0, Miscellaneous Chain Link MA9 - Survey Design.
ML0520105472005-03-30030 March 2005
Calculation E900-05-004, Rev 0, Penelec Switch Yard Class 3 Control Building - Survey Design.
E910-05-029, Calculation E900-05-013, Rev. 0, Open Land FSS Design - OL8, Appendix a, with Attachments, to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area OL82005-03-29029 March 2005
Calculation E900-05-013, Rev. 0, Open Land FSS Design - OL8, Appendix a, with Attachments, to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area OL8
E910-05-016, Calculation E900-05-018, Rev 0, Miscellaneous Area FSS Design - MA2, Appendix a with Attachments to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area MA22005-03-24024 March 2005
Calculation E900-05-018, Rev 0, Miscellaneous Area FSS Design - MA2, Appendix a with Attachments to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area MA2
E910-05-052, Rev. 0 to Calculation E900-04-027, Cv Yard Survey Design - Temporary Water Supply Trench in Cv Yard, Appendix A-1 to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area Survey Unit OL1-6.2005-03-11011 March 2005
Rev. 0 to Calculation E900-04-027, Cv Yard Survey Design - Temporary Water Supply Trench in Cv Yard, Appendix A-1 to Final Status Survey Report for Saxton Nuclear Experimental Corporation Open Land Area Survey Unit OL1-6.
E910-05-030, Calculation E900-05-003, Rev. 0, Penelec Switch Yard, Class 2 Area, Survey Design, Appendix C-1, with Attachments, to Final Status Survey Report for Saxton Nuclear Experimental Corporation Penelec Switch Yard Area2005-03-11011 March 2005
Calculation E900-05-003, Rev. 0, Penelec Switch Yard, Class 2 Area, Survey Design, Appendix C-1, with Attachments, to Final Status Survey Report for Saxton Nuclear Experimental Corporation Penelec Switch Yard Area
E910-05-020, Calculation E900-05-005, Rev 0, Spray Pond - Survey Design, Appendix a, with Attachments, to Final Status Survey Report Saxton Nuclear Experimental Corporation Spray Pond Area2005-03-11011 March 2005
Calculation E900-05-005, Rev 0, Spray Pond - Survey Design, Appendix a, with Attachments, to Final Status Survey Report Saxton Nuclear Experimental Corporation Spray Pond Area
E910-05-046, Rev 0 to E900-04-017, Upper Spray Pump Area and Discharge Tunnel Entrance Survey Design, Appendix B & Attachments, to Final Status Survey Report for Saxton Nuclear Experimental Corporation Saxton Steam Generating Station Structural Surfa2004-08-31031 August 2004
Rev 0 to E900-04-017, Upper Spray Pump Area and Discharge Tunnel Entrance Survey Design, Appendix B & Attachments, to Final Status Survey Report for Saxton Nuclear Experimental Corporation Saxton Steam Generating Station Structural Surfaces
ML0520902482004-08-12012 August 2004
Final Status Survey Report for Saxton Nuclear Experimental Corporation Saxton Steam Generating Station Structural Surfaces Discharge Tunnel Transition Area SS23, SS25, Appendix B Snec Calculation Sheet
ML0521401362004-08-0202 August 2004
Rev 0 to Calculation E900-03-032, Top of Seal Chamber 3 - Survey Design, Appendix a to Final Status Survey Report for Saxton Nuclear Experimental Corp Saxton Steam Generating Station Structural Surfaces - Seal Chamber Roofs SS17 (1&2) & SS1
ML0521401192004-07-15015 July 2004
Rev 0 to Calculation E900-04-013, Cv Yard Survey Design - North East Side of Cv, Appendices a - D to Final Status Survey Report for Saxton Nuclear Experimental Corp Containment Vessel Yard Excavation - Soil and Structural Remnants.
ML0521401442004-07-0101 July 2004
Rev 0 to Calculation E900-04-012, Cv Tunnel & Top of Seal Chambers 1 & 2 Survey Design, Appendix B to Final Status Survey Report for Saxton Nuclear Experimental Corp Saxton Steam Generating Station Structural Surfaces - Seal Chamber Roofs S
ML0521401172004-07-0101 July 2004
to Calculation E900-04-012, Cv Tunnel & Top of Seal Chambers 1 & 2 Survey Design, Appendix a to Final Status Survey Report for Saxton Nuclear Experimental Corporation Saxton Steam Generating Station Structural Surfaces - Cv Steam Tunnel SS2
ML0520106622004-06-10010 June 2004
Calculation E900-03-031, Rev 0, Shonka Survey of Debris & Soil Piles.
ML0521400652004-05-13013 May 2004
Rev. 0 to Calculation E900-04-007, Discharge Tunnel Survey Design for Class 1 Areas, Appendix a to Final Status Survey Report for Saxton Nuclear Experimental Corp Saxton Steam Generating Station Structural Surfaces -Discharge Tunnel SSI, SS
ML0521401212004-04-26026 April 2004
Rev 0 to Calculation E900-04-006, Cv Yard Boulder and Soil Lift Survey Designs, Appendices D - N to Final Status Survey Report for Saxton Nuclear Experimental Corp Containment Vessel Yard Excavation - Soil and Structural Remnants.
ML0521401202004-04-16016 April 2004
to Calculation E900-04-004, Cv Tunnel Unistrut Survey Design, Appendix B to Final Status Survey Report for Saxton Nuclear Experimental Corporation Saxton Steam Generating Station Structural Surfaces - Cv Steam Tunnel SS22
ML0521400752003-10-30030 October 2003
Rev. 1 to Calculation E900-03-016, Shonka Discharge & Intake Tunnels FSS Survey Design, Appendix C to Final Status Survey Report for Saxton Nuclear Experimental Corp Saxton Steam Generating Station Structural Surfaces -Discharge Tunnel SSI,
ML0521400712003-07-28028 July 2003
Rev. 0 to Calculation E900-03-016, Shonka Discharge & Intake Tunnels FSS Survey Design, Appendix B to Final Status Survey Report for Saxton Nuclear Experimental Corp Saxton Steam Generating Station Structural Surfaces -Discharge Tunnel SSI,
ML0521401672003-07-24024 July 2003
Rev 0 to Calculation E900-03-016, Shinka Discharge & Intake Tunnels FSS Survey Design, Appendices a - C to Final Status Survey Report for Saxton Nuclear Experimental Corporation Saxton Steam Generating Station Structural Surfaces - Intake
E910-05-054, Rev. 0 to Calculation E900-03-014, Shonka Line Shack & Warehouse/Garage Pads FSS Survey Design, Appendix a to Final Status Survey Report for Saxton Nuclear Experimental Corporation Structural Surfaces - Small Penelec Garage GA1-1.2003-07-21021 July 2003
Rev. 0 to Calculation E900-03-014, Shonka Line Shack & Warehouse/Garage Pads FSS Survey Design, Appendix a to Final Status Survey Report for Saxton Nuclear Experimental Corporation Structural Surfaces - Small Penelec Garage GA1-1.
E910-04-023, Calculation, E900-03-014, Rev 0, Shonka Line Shack & Warehouse/Garage Pads FSS Survey Design.2003-07-21021 July 2003
Calculation, E900-03-014, Rev 0, Shonka Line Shack & Warehouse/Garage Pads FSS Survey Design.
ML0421100962003-07-21021 July 2003
Shonka Line Shack & Warehouse/Garage Pads FSS Survey Design
E910-05-055, Rev. 0 to Calculation 6900-02-025, Multiple Source Term Bounding Calculation, Appendix B to Final Status Survey Report for Saxton Nuclear Experimental Corporation Embedded / Buried Piping.2002-10-0707 October 2002
Rev. 0 to Calculation 6900-02-025, Multiple Source Term Bounding Calculation, Appendix B to Final Status Survey Report for Saxton Nuclear Experimental Corporation Embedded / Buried Piping.
ML0228104082002-09-18018 September 2002
Rev 1 to Calculation 6900-02-008, Snec Facility Dcgl Values for Volumetric Contamination.
2005-07-31
[Table view] |
Text
. 1. t.... ... . .. 7 .- - - - .- .. . - .1-- - ... . . . - .. . -
SNEC CALCULATION COVER SHEET
-. - - . CALCULATION DESCRIPTION :-
Calculation Number Revision Number Effective Date Page Number E900-05-023 I I of I Subj&td Miscellaneous Chain Link Fences MA9- Survey Design Question 1 - Is this calculation defined as In QA Scope'? Refer to definition 3.5. Yes 0 No I]
Question 2- Is this calculation defined as a 'Design Calculation ? Refer to definitions 3.2 and 3.3. Yes 0 No El NOTES: If a 'Yes' answer is obtained for Question 1. the calculation must meet the requirements of the SNEC Facility Decommissioning Quality Assurance Plan. If a 'Yes' answer is obtained for Question 2, the Calculation Originators Immediate supervisor should not review the calculation as the Technical Reviewer.
DESCRIPTION OF REVISION Revision 1 adds attachments 2-2 and 2-3 (attached) to provide explanation of surrogate DCGL logic.
APPROVAL SIGNATURES T
I' I I.
I I D
CV YARD SOIL BOULDERS 17 TABLE 3- REDUCED LISTING - DECAYED - MD~As REMOVED (Excent Cs-I1371 todsllamecriptiofl 14-S Sr-go Co-dO Ce-1S? Total hg fIflS SMW!Na A o CVT1vIn" OWMT.D0182851 CY TUAWSediminstComoi.llk 01OI19.sGO 0.50501 1.17E.3 11e85 I
SubualeeeSimple #2810-S'1.AY.123.0 CA___I 5.38E-1 0 54 2 5SY""1991 _________________
CIS1. 0 Teloyed8001; 1.8134.j NornhCV Yard Boll BA.127, 817 El. SamplesI S.01 I 4.20E400 8.55E-01 sos5 4 53411.1069 Tol. 6a.00l9;L1.191114.2 NoOShCVY*.d SONAY12. 0.10r'El.S1imple 13,t341 2.78Ei0 ____ 1.24Ef00 4 02 S SX!4IIIis Talodyne.80020: 1.19114.3 NorhC~YYard Sol AY.120.0NCR, Samrpl.#2.tA I 4.47E+00 __ 1.745.00 5 21 S S34511122 Telodyn-a 00211;l.11418,14 NodaCV Yard SMAY.1129.798'Et Sompl~e 2.Ol:1 3.15E400 4 605400 1186 7 St3t11I30 0 2I.I 4 S TotdeOalllada Nlorth CVYard SodAX. 128. 803l. SampleJ . CA 4.58E+00 2.44E-02 2.IOE*01 20 4?
_-Tolojne,60023;1.1211,1 North CVYard SollAZ-130. Sample8S. Of 2.73E400 ___ 2505.00 2___ 5 23 S."StlS 1132 9 $8111M270 BWXU010805502 AX-1 29 3.3, SolCV ESBide S~Fom CY, SWElOLl I___ 2.118E401 21 82 10 i)6-S1;29 SWIT. 0108055.01 AX34128.3-..So~l. CV TuimoEdSai5Ftom CV. 807E1 041 4.14E*0 41 SYll12440 Tolmed 73220 1, IM? 2 Amft tWa.8.A2. SIto 10'Depth. Cl I .4-1 05 II CVAIMS* EmslYard 0CMPie.-Wddlo. IW My Up. Q I ST-1 05 13 SYSi 2871 eeye788 L1.?5831.
Teled !:e.111081.17828.110 CY Akaa.Eail YardO rlPlle. ortaro (alslopelaw). CA I _____ _________ .SBE-02 0 10 40 1A 18113812 -
BWU.,10380t)(3.104111 Casl CV Yard. SoilPile p S'on Wesl SIdeIr Depth). oti ____ ____ 7.90E-1 0 80 III SMSi 3140 Sol PR#,CY Yardt lMae. Feeton East Side.SR-37. (it_ __ _ _ _ _ _ _ S__ ______a_5 id__312 ____ y__ .232 -
II SllSe OEI7O03.00 Easl CYYard Soi Pie 03 en Evil SOde (r Depth).CAI ____ ________ ____ ____
Sol~eCYA.BselnalleS.4 I ____ _________210.90E1 0 29 laI 53463149 Tolodyn,: .20321.
Fall CV Ye... Sol pI't. g TOOfir Deplhl Cd I 2_________ 2 IS 53-TVS t313 UIIWT.1030 003.10-Ct 41__ TCV 64" L__11___2___94E_01___
____XSI Yard Sod .West Side.APl1-7,.34 22 6345.414 7eledyne:, 1.2087.3 CV Yard Boill. Wesl Side, API.?. 134 ___4__7__ _____so 23 8891 4140 Toed &yse1.22187.4 .CVYardSo4l.WwsSI3de.API-?. 0ThI G.74E-02 3 87E50D 394 ITABLE 4% OF TOTAL CALCULATION Loeallon/Deacslplion 11.3 St-go co-Go Co*137 Total SE nplNoLAB No.
0 0 0 007% M91S% :00 0%
I -- CV T.eMao ~ DWX 1 20S IIICY TunrnelSdiem sComposle, C4 I __ _ 0.76%
10000% 10o00%
a %?Xqzgz 1001i 111074 tibiuLace temple 029OIOS)AY-1211. i I. ___
58SI.1060.- Teledyne 80018; 11.191184.1 North5CY Yard Sol 8i..121. 01l? Et. Samiple#S. cMn 030ET% 10 93% 1800D%
I 30096% 1000 I 3508 eelm.81:1142NNVadoA-l.127.OEl. SampleSS.CJi.M. 6904% ___
Teledyne 80020; 1.112,84-3 HoohCVYYrd SolAY.1211.804'Et Bamnaple2. kxI . 7202% 27.98% iwooo S S3MLI ItI5 Tafedynt-80021; 1.1114.4 NorithCYYard SoilAY.12t.711 El. SamnpleD2. tA1 4065% 59.35% 1000%
S $8981II??
01 2 1 .1 1 8 17.32% 0011q% 02.59% 1000o %
I SXSI11130 T.! dyo 0 ; 91 !!.. , othCY Yrd SolAX.129. SOY EtSamsple 4. 4,1 Teledyne 80023; 1.1811841 a N4oM¶CV Yard Sol AZ-1130.Sample 95S.(34.1 5222% 47.78% 1000%
a 3XSL 1132 AX-129. 3.3, Soil.CV SES4 SieFFrom CY, 807El. OLI ___ D0000%
I___ 1000%
- 5x1112F0 IIWXT,01ao55O2z 34X4126.3.1. Solt CV Tunnel Eail 8 From CY, 807El. iN I __________10000% I1000%
Its Uste 1281 OWXT.0108053.81 AniulusWel. A.2. 54 1o7~ Depth Cit I ___no_ ______1000% :00%
II 1 85I1.049 Teledyne.73220; L.18077.2 CVAM&ee.EalYard Did Pie .#Middle.1f2 WayUp. %4 I _________ f0 fl/ 1000%
13 SXiSI2SI Tolednyse19l9; .~17838.11 0 CV Asca* Easl Yard Diri POO* Boliom (also top reetle). i A I _____ _____ _____ 100 00% Inn00%
14 Sxlt 2872 Toledyn*.71946; LI83.17318 QNR+ OWlS 1030 003.50801 Eail CY Tard. SoSPile Q D'COnWeal S1,e(S- Depth),Ci
( _____1 O00% 1000%
Is SK4513140 SohlPilo. CVYYrd.TWO Flt on EailSide. SR.31. (i I 00%r In 0100 Ni+ I$ $81341 xq Teledyne. t20374.3 ____ ____100 00o00% 1000%
7 $x51 3145 VIWOT7.1030 01 003.110 Sail CV Yard. SonPie 0 Ton Sail Sid.eff Depth). sA I SoelPd.. CV Yard. SbxFedt on East SWJ.~ SR-37. Cl. I _________ O 00% 1000%
Is 5xSI 3140 Teledyn; 1-2031854 BWXT,1030 003 100of Eail CV Yard. Sol POO (I Top jr'Depth).C1 DII___ 10000% 100 0%
It Usx.31153 CV Yard Sol8. Wail Shd0.APt-7. 01 I _____o____ O100% 1000D%
.1 5.34514142 Teledyne; 1.221187-7 CV Yerd Sol -Well Bide, API.7, Cr1. 100 00% 100 0%
'3 SSIM4143 Teledyne:1.021187-31 1eledae; 1.221e104 CV YaodSea. WestSlda.API..7a4 I 1.71% 11829%/e sO% 0
.3 SM541452 Meansl 0.5572011 U0016431 U100025 1 0B131541 1 1.41 0.241 0.009 0.284 *_-:
Mien % ofr Tlsfm 3050% 0.54% 0 44% 59.51% 10000%o 2 Sigmaa klean.m 1.04E400 7.64E-03 2.50E-02 1.41E+00 2.48
% el Tolalao 41.91% 0.31% 101% 50.t7% 1070%
DCGLw Calculation Logic Survey Unit: Remaining Chain Link Fences MA9, Class 2 and 3 Area
Description:
The purpose of this calculation is to determine a representative mix from available sample analyses results for the Chain Link Fences. The effective surface DCGLw is then determined in accordance with guidance provided by the SNEC License Termination Plan (LTP) and MARSSIM.
Ill. Data Selection Logic Tables: The radionuclide selection logic and subsequent DCGLw calculations are provided in the' tables described below.
These tables were developed using' Microsoft' Excel and are validated in SNEC calculation E900-03-012. Table explanations follow:
Attachment 2-2: Data Listing - This table provides a list of the most representative sample analyses from the'orginal SNEC land area. Since the fences are throughout the site, is not expected to have activity in excess of the DCGLw, but contamination 'on the fences would be most likely in the SNEC yard area, mix data from the SNEC yard is chosen to represent the fence contamination. Results are from scoping and characterization surveys. The samples consist of soil media that was taken in support of the aforementioned surveys. As applicable, a sample number, sample location, description, ra'dionuclide concentration, and analysis date are provided for each sample.
Table 3 on Attachment 2-2 lists applicable sample results, decay corrected to 2004.
Table 4 on Attachment 2-2 shows the mean % of the total activity contributed by each isotope. These' values (bottom of table 4) are then used in Attachment 2-1 to derive the weighted adjusted surrogate DCGLw.
Attachment 2-1: Effective'DCGLw Calculator for Cs-137 (in dpm/1 OOcm 2)
- This table provides the surrogate Cs-I 37 DCGLw'calculation results for data derived from Attachrment 2-2. It uses the ratios between the nuclides weighted for the DCGLs to determine an effective surrogate Cs137 DCGL.
[. e v .uma IV. Summary - Since the survey area is chain link fence, the release limit is based on the surface DCGLw. Using thie above logic tables the calculated
' Cs-137 surface DCGLw is 26445 dpmon00cm 2. This value would be reduced by 25% as part of the'SNEC facilities requirement to apply an administrative limit of 19834 dpmrioocm2 as discussed in the Ucense Termination Plan (LTP).
Attachment 2-3
'- E900-05-023
