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| issue date = 12/18/1990
| issue date = 12/18/1990
| title = Documents Util Presentations & Suppls Info Covered at 900921,1003 & 1105 Meetings Re Activities & Accomplishments at Plant During Past Yr.Detailed Info Re Plant Operations Encl
| title = Documents Util Presentations & Suppls Info Covered at 900921,1003 & 1105 Meetings Re Activities & Accomplishments at Plant During Past Yr.Detailed Info Re Plant Operations Encl
| author name = CONWAY W F
| author name = Conway W
| author affiliation = ARIZONA PUBLIC SERVICE CO. (FORMERLY ARIZONA NUCLEAR
| author affiliation = ARIZONA PUBLIC SERVICE CO. (FORMERLY ARIZONA NUCLEAR
| addressee name =  
| addressee name =  
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=Text=
=Text=
{{#Wiki_filter:CCELERATED DISTRIBUTION DEMONST TION SYSTEM REGULATORY INFORMATION DISTRIBUTION SYSTEM (RIDS)ACCESSION NBR:9012210066 DOC.DATE: 90)12/18 NOTARIZED:
{{#Wiki_filter:CCELERATED DISTRIBUTION DEMONST                                 TION SYSTEM REGULATORY INFORMATION DISTRIBUTION SYSTEM (RIDS)
NO FACIL:STN-50-528 Palo Verde Nuclear Station, Unit 1, Arizona Publi STN-50-529 Palo Verde Nuclear Station, Unit 2, Arizona Publi STN-50-530 Palo Verde Nuclear Station, Unit 3, Arizona Publi AUTH.NAME AUTHOR AFFILIATION CONWAY',W.F.
ACCESSION NBR:9012210066             DOC.DATE: 90)12/18   NOTARIZED: NO         DOCKET g FACIL:STN-50-528 Palo Verde Nuclear Station,             Unit 1, Arizona Publi   05000528 STN-50-529 Palo Verde Nuclear Station,           Unit 2, Arizona Publi   05000529 STN-50-530 Palo Verde Nuclear Station,           Unit 3, Arizona Publi   05000530 AUTH. NAME           AUTHOR AFFILIATION CONWAY',W.F.         Arizona Public Service Co.         (formerly Arizona Nucle     Power  R RECIP.NAME           RECIPIENT AFFILIATION Document Control Branch (Document Control Desk
Arizona Public Service Co.(formerly Arizona Nucle RECIP.NAME RECIPIENT AFFILIATION Document Control Branch (Document Control Desk DOCKET g 05000528 05000529 05000530 Power R


==SUBJECT:==
==SUBJECT:==
Documents util presentations
Documents util presentations & suppls info covered at                           D 900921,1003 & 1105 meetings re activities & accomplishments at plant during past yr.Detailed info re plant operations encl.
&suppls info covered at 900921,1003
DISTRIBUTION CODE: A001D TITLE:  OR COPIES RECEIVED:LTR Submittal: General Distribution               3 ENCL 2      SIZE:
&1105 meetings re activities
A NOTES:STANDARDIZED PLANT                                                         05000528 Standardized plant.                                                       05000529- D Standardized plant.                                                       05000530 D
&accomplishments at plant during past yr.Detailed info re plant operations encl.D DISTRIBUTION CODE: A001D COPIES RECEIVED:LTR 3 ENCL 2 TITLE: OR Submittal:
RECIPIENT               COPIES          RECIPIENT          COPIES            S ID  CODE/NAME            LTTR ENCL      ID CODE/NAME       LTTR ENCL PD5 LA                       1    1    PD5 PD                  1    1 TRAMMELL,C                   2    2    TRAMMELL,C.            2    2 INTERNAL: ACRS                         6    6    NRR/DET/ECMB 9H        1    1 NRR/DET/ESGB                1    1    NRR/DOEA/OTSB1 1       1   1 NRR/DST        8E2          1     1     NRR/DST/SELB 8D        1    1 NRR/DST/SICB 7E              1    1    NRR/DST/SRXB 8E         1    1 NUDOCS-ABSTRACT              1    1    OC/LFMB                 1    0 OGC/HDS1                    1    0    RE   I       0       1   1 RES/DSIR/EIB                1     1 EXTERNAL: NRC PDR                      1     1     NSIC                    1   1 NOTES D
General Distribution SIZE: NOTES:STANDARDIZED PLANT Standardized plant.Standardized plant.RECIPIENT ID CODE/NAME PD5 LA TRAMMELL, C INTERNAL: ACRS NRR/DET/ESGB NRR/DST 8E2 NRR/DST/SICB 7E NUDOCS-ABSTRACT OGC/HDS1 RES/DSIR/EIB EXTERNAL: NRC PDR NOTES COPIES LTTR ENCL 1 1 2 2 6 6 1 1 1 1 1 1 1 1 1 0 1 1 1 1 RECIPIENT ID CODE/NAME PD5 PD TRAMMELL,C.
D D
NRR/DET/ECMB 9H NRR/DOEA/OTSB1 1 NRR/DST/SELB 8D NRR/DST/SRXB 8E OC/LFMB RE I 0 NSIC COPIES LTTR ENCL 1 1 2 2 1 1 1 1 1 1 1 1 1 0 1 1 1 1 A 05000528 05000529-D 05000530 D S D NOTE TO ALL"RIDS" RECIPIENTS:
NOTE TO ALL "RIDS" RECIPIENTS:
PLEASE HELP US TO REDUCE WASTE!CONTACT THE DOCUMENT CONTROL DESK, ROOM Pl-37 (EXT.20079)TO ELIMINATE YOUR NAME FROM DISTRIBUTION LISTS FOR DOCUMENTS YOU DON'T NEED!TOTAL NUMBER OF COPIES REQUIRED: LTTR 27 ENCL 25 D D Cl.r~C.
PLEASE HELP US TO REDUCE WASTE! CONTACT THE DOCUMENT CONTROL DESK, ROOM Pl-37 (EXT. 20079) TO ELIMINATEYOUR NAME FROM DISTRIBUTION LISTS FOR DOCUMENTS YOU DON'T NEED!
WILLIAM F.CONWAY EXECUTIVEVICEPRESIOENT NUCLEAR Arizona Public Service Company P.O.BOX 53999~PHOENIX.ARIZONA 85072-3999 161-03655-WFC/DAF December 18, 1990 Docket.Nos.STN 50-528/529/530 U.S.Nuclear Regulatory Commission Document Control Desk Mail Station Pl-37 Washington, D.C.20555
TOTAL NUMBER OF COPIES REQUIRED: LTTR             27   ENCL   25


==Dear Sirs:==
Cl C.
      .r~
 
Arizona Public Service Company P.O. BOX 53999  ~ PHOENIX. ARIZONA 85072-3999 161-03655-WFC/DAF WILLIAMF. CONWAY EXECUTIVEVICEPRESIOENT NUCLEAR December 18, 1990 Docket. Nos. STN 50-528/529/530 U. S. Nuclear Regulatory Commission Document Control Desk Mail Station Pl-37 Washington, D. C.            20555
 
==Dear   Sirs:==


==Subject:==
==Subject:==
Palo Verde Nuclear Generating Station (PVNGS)Units 1, 2, 3 PVNGS Performance Review,.1989-1990 File: 90-056-026 Xn meetings on September 21, October 3, and November 5, 1990, representatives of the Nuclear Regulatory Commission Staff (NRC)and PVNGS management discussed activities and accomplishments at PVNGS during the past year.Although the meetings have been thorough and productive, it was not possible to discuss every agenda topic in detail.This letter and its more detailed attachment are being submitted both to document the APS presentations and to supplement the information covered in those meetings.PVNGS performance over the past year represented a significant.
Palo Verde Nuclear Generating Station                   (PVNGS)
improvement since the close of the last, SALP period;substantial progress has been made in each functional area.APS recognizes the need for further improvement.
Units 1, 2,     3 PVNGS Performance Review,.1989-1990 File:   90-056-026 Xn   meetings       on September           21,   October 3, and November         5, 1990, representatives of the Nuclear Regulatory Commission Staff                             (NRC) and PVNGS management discussed activities and accomplishments at PVNGS during the past year.                         Although the meetings have been thorough and productive, agenda topic in detail.
in many aspects of PVNGS operations; a number of significant initiatives are underway to realize that objective.
it was not possible to discuss every This letter and its more detailed attachment are being submitted both to document the APS presentations and to supplement the information covered in those meetings.
APS is completing its Business Plan which integrates and prioritizes the implementing tasks supporting current and future improvement initiatives.
PVNGS     performance over the past year represented a significant.
The Business Plan will help PVNGS personnel to better understand their mission and goals and the role their individual efforts play in achieving those goals.The Business Plan will also be used by PVNGS management as a tool for monitoring progress in carrying out the tasks necessary to achieve APS'oals and objectives.
improvement since the close of the last, SALP period; substantial progress has been made in each functional area. APS recognizes the need for further improvement. in many aspects of PVNGS operations; a number of significant initiatives are underway to realize that objective. APS is completing its Business Plan which integrates and     prioritizes the implementing tasks supporting current and future improvement initiatives. The Business Plan will help PVNGS personnel to better understand their mission and goals and the role their individual efforts play in achieving those goals. The Business Plan will also be used by PVNGS management as a tool for monitoring progress in carrying out the tasks necessary to achieve APS'oals and objectives.
The improvement in PVNGS performance is represented by its improved capacity factor and a reduction in the number of operational events since the last operation period.Unit 1 was restarted (i.e., synchronized to the grid)on July 5, 1990, with NRC concurrence, and has since operated at a capacity factor of 83.54 (through November 30, 1990).Unit 2 operated at a capacity factor of 70.0%90i22i0066 90i2i8 PDR ADOCK 05000528 P PDR 4k 5'~~~t ,4 P U.S.Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Two from November 1, 1989, until the beginning of its,second refueling outage on February 23, 1990, and has operated at 89.94 since its restart on July 19, 1990.Unit 3 was restarted December 30, 1989, and operated at a capacity factor of 84.7%(through November 30, 1990).Overall, the capacity factor for the station increased 29.5%over the previous year, and the past four months show an improving trend.Since November 1, 1989, the units have experienced three unplanned automatic reactor trips, compared to five during the previous SALP period.There was one safety system actuation in the past year compared to four the year before.The number of events requiring submission of LER's also decreased from 41 at the end of 1989 to 25 (through November 30, 1990).Xn the third quarter of 1990, PVNGS recorded its fewest LER events (five)ever in a single quarter.The highlights in each functional area are summarized below, and described in greater detail in the attachment.
The improvement in PVNGS performance is represented by its improved capacity factor and a reduction in the number of operational events since the last operation period.                             Unit 1 was restarted (i.e.,
OPERATIONS:
synchronized to the grid) on July 5, 1990, with NRC concurrence, and has since operated at a capacity factor of 83.54 (through November 30, 1990). Unit 2 operated at a capacity factor of 70.0%
Conservative decision making and greater management involvement in the resolution of operational problems marked operations in the past year.A number of plant events, examples of which are identified in the attachment, lends support to this conclusion.
90i22i0066 90i2i8 PDR     ADOCK     05000528 P                         PDR
There were events cited in the attachment that highlighted the need for further improvement; however, PVNGS management is devoting concentrated attention to assuring that decisions are consistently conservative and reflect the APS policy that protection of the safety of the public and pl'ant personnel is our highest operational priority.Although the PVNGS training programs addressed principal National Nuclear Accrediting Board concerns and were removed from probation by the National Academy of Nuclear Training last year, training has continued to receive priority management attention.
 
A Training Advisory Board, composed of senior PVNGS managers, monitors training effectiveness and recommends improvements/changes directly to the Training Manager.Actions to improve the interface between Operations and Training have increased the sense of ownership of training by line management.
5'~
Self assessment remains a priority within the Training Department and a training change system has been developed which has allowed timely upgrades to the technical training process at the site.The simulator upgrade project has made substantial progress, and'lthough schedule adjustments have been necessary, APS remains confident that the deadline for certification documentation on the simulator in March 1991 will be me't..APS is currently.in the pre-contract phase for the purchase of,alsecond'simulatorto be placed  
4k  ~
~f l Uv I yl C I U.S.Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Three in service in the fi.rst quarter of 1993.Having two simulators will enhance flexibility in licensed operator training and permit use of a simulator for other activities, such as system engineer training and.emergency'lanning scenarios.
          ~
and dri.'lls.I%1 , I Deficiencies in-the'control of".medical examina'tions.
t
for'licensed operators have been resolved by developing a comprehensive system to track the actions required to maintain, each.-operator's license.This process<<emphas'izes"'to..'he','perators'.
,4
their personal responsibility'nd',accountability for assuring'-'that-they fulfill their regulatory obligations,, as well as those site support groups which assist the operator's in:"mai:ntaining their;license obligations current.Safet Assessment ualit Verification:
 
Programmatic changes affecting, oversight activities, as described in the attachment, increased the effectiveness of Independent Safety Engineering (ISE)and the Nuclear Safety Group (NSG), increasing the number and depth of their assessments/investigations and improving their ability to assure that identified concerns and recommendations receive timely and,adequate responses from line management.
P U. S. Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Two from November 1, 1989, until the beginning of its,second refueling outage on February 23, 1990, and has operated at 89.94 since its restart on July 19, 1990. Unit 3 was restarted December 30, 1989, and operated at a capacity factor of 84.7% (through November 30, 1990). Overall, the capacity factor for the station increased 29.5% over the previous year, and the past four months show an improving trend.
The Technical Specifications were amended, permitting changes,to the composition and procedures of the Plant Review Board (PRB).The PRB now includes more senior management, and's able to better focus its, efforts on matters of broad operational and potential safety significance.
Since November 1, 1989, the units have experienced three unplanned automatic reactor trips, compared to five during the previous SALP period. There was one safety system actuation in the past year compared to four the year before. The number of events requiring submission of LER's also decreased from 41 at the end of 1989 to 25 (through November 30, 1990).     Xn the third quarter of 1990, PVNGS recorded     its fewest LER events (five) ever in a single quarter.
The Management Review Committee (MRC), which was established to provide additional assurance that Units 1 and 3 were ready for restart, completed its unit restart assignment and was disbanded.
The highlights in each functional area are summarized below, and described in greater detail in the attachment.
APS established an Off-site Safety Review Committee (OSRC)composed of senior, management and outside experts to review selected PVNGS events and activities, and advise the Executive Vice President regarding safety performance at PVNGS.The addition of a, number of experienced, technically qualified personnel to the Quality Assurance (QA)organi.zation, including the placement of a permanent Deputy Director, has enhanced QA's ability.to assess plant/program performance, as well as compliance.
OPERATIONS: Conservative decision making and greater management involvement in the resolution of operational problems marked operations in the past year. A number of plant events, examples of which are identified in the attachment, lends support to this conclusion.     There were events cited in the attachment that highlighted the need for further improvement; however, PVNGS management is devoting concentrated attention to assuring that decisions are consistently conservative and reflect the APS policy that protection of the safety of the public and pl'ant personnel is our highest operational priority.
The QA program now includes, a performance assessment as part of each audit.The Monitoring Program, which provides a"snapshot" look at ongoing activities, has also demonstrated its ability to contribute to PVNGS performance.
Although the PVNGS training programs addressed principal National Nuclear Accrediting Board concerns and were removed from probation by the National Academy of Nuclear Training last year, training has continued to receive priority management attention.       A Training Advisory Board, composed of senior PVNGS managers, monitors training effectiveness and recommends improvements/changes directly to the Training Manager. Actions to improve the interface between Operations and Training have increased the sense of ownership of training by line management. Self assessment remains a priority within the Training Department and a training change system has been developed which has allowed timely upgrades to the technical training process at the site.
Examples of'he.contributions of audits and monitors are identified in the attachment (see pages 16 and 17).In'addition, PVNGS has impl'emented a graded approach to Quality Control to assure that QC resources are focused on areas of greatest safety significance.
The simulator upgrade project has made substantial progress, schedule adjustments have been necessary, APS remains and'lthough confident that the deadline for certification documentation on the simulator in March 1991 will be me't.. APS is currently .in the pre-contract phase for the purchase of,alsecond'simulatorto be placed
0 0 I~''1 c.'I c-J L'i*.r gW I U.S.Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Four The principal deficiency reporting and corrective action programs at PVNGS were substantially revised toward the end of 1989 to improve controls, ensure that deficiencies can be readily documented by all plant personnel, and improve timeliness of dispositions and reportability determinations.
 
The Material Non-conformance Report (MNCR), which is used to document hardware problems, controls operability and reportability determinations, as well as disposition, implementation and close-out of corrective actions, a'nd assures timeliness.
      ~
The Quality Deficiency Report (QDR)establishes similar controls for non-hardware problems.By establishing these separate mechanisms for reporting deficiencies, significant problems are more readily highlighted to management.
f   l Uv I C
In a recent NRC Inspection Report discussing these and other revised deficiency programs it, was noted that,"at this time, it appears that these programs, and their implementation, have improved." A self-initiated Safety System Functional Inspection.(SSFI) focused on the diesel generator systems.The SSFI found the systems to be generally satisfactory.
I yl
Some deficiencies were-identified; however, corrective actions are in progress.Deficiencies in the implementation of PVNGS QA commitments for fire protection systems are being resolved through comprehensive reviews of the QA Program for fire protection system components and other systems important-to-safety.
 
Maintenance Surveillance:
U. S. Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Three in service in the fi.rst quarter of 1993. Having two simulators will enhance flexibility in licensed operator training andengineer          permit use of a simulator for       other       activities, such   as system training and. emergency'lanning scenarios. and dri.'lls.
There was noticeable progress in reducing both the Preventive Maintenance (PM)and Corrective Maintenance (CM)backlogs.Overdue PMs decreased from 9.54 (November 1989)to 2.4%(November 1990).The corrective maintenance backlog (priority 1, 2, 3 CMs greater than 90 days old)decreased from 63.4%(November 1989)to 52.54 (November 1990).The ratio of preventive to total maintenance items has shown an improving trend over the, past year.The Business Plan includes a number of tasks aimed at achieving further backlog reductions.
                                      %1 I
A Motor Operated Valve (MOV)task action.plan has.been developed which establishes a comprehensive.
Deficiencies in -the 'control of".medical examina'tions. for'licensed
overall schedule for MOV testing and upgrading in accordance wi.th'Generic Letter 89-10.'The task plan provides for a review of NPRDS information on'MOV concerns to determine their applicability to PVNGS,,development and maintenance of an MOV performance
                                , I operators have been resolved by developing a comprehensive system to track the actions required to maintain, each.-operator's license.
'trending program, and.preparation of further guidance for the maintenance and testing of MOVs.Significant progress has been made toward the completion of baseline testing  
This process       emphas'izes" 'to..'he','perators'. their personal responsibility'nd',accountability for assuring'-'that -they fulfill their regulatory obligations,, as well as those site support groups which assist the operator's in:"mai:ntaining their;license obligations current.
~l 1(r,'4 E U.S.Nuclear Regulatory..Commissar;on Document Control, Desk,'PVNGS Performance Revi.ew,.1989-1990 Page Five on safety related and important-to-sa f ety MOVs (674 completed), as well as rotor rewiring (404 completed).
Safet   Assessment     ualit Verification:             Programmatic     changes affecting, oversight activities, as described in the attachment, increased the effectiveness of Independent Safety Engineering (ISE) and the Nuclear Safety Group (NSG), increasing the number and depth of their assessments/investigations and improving their ability to assure that identified concerns and recommendations receive timely and,adequate   responses   from     line   management.
The MOV task plan is part of the PVNGS Business: Plan.A Preventive Maintenance Task Force (PMTF)is responsible for a complete evaluation of the PM program and implementing necessary changes.Among their activities, the PMTF is also documenting the bases for PMs.The evaluation methodology for evaluating PM tasks has been developed, as described in.the atta'chment (see page 26), and reviews have been initiated.
The Technical Specifications were amended, permitting changes,to the composition and procedures of the Plant Review Board (PRB).
The development of the PM bases is scheduled to be completed by the end of 1991.The PMTF is also reviewing the existing administrative procedures and.Station Informati.on Management System (SIMS)computer programs, which are used to control the PM program, and will recommend changes to increase efficiency and assure that the PM bases are kept current.Improvements to the-work control process include implementation of a writer's guide for procedures and work orders;implementation of a twelve week integrated schedule which facil'itates planning, reduces system outages, and allows more efficient use of personnel; and initiation of a model work order development program to improve consistency in planning and to provide standardized guidelines for work package development.
The PRB now includes more senior management, and's able to better focus its, efforts on matters of broad operational and potential safety significance.
These changes have resulted in noticeable improvements.
The Management     Review Committee         (MRC), which was     established to provide additional assurance that             Units 1 and   3 were ready for restart, completed     its unit     restart   assignment   and was disbanded.
APS is, continuing to.evaluate the work control process to identify additional measures to improve per f ormance.Radiation Protection:
APS established an Off-site Safety Review Committee (OSRC) composed of senior, management and outside experts to review selected PVNGS events and activities, and advise the Executive Vice President regarding safety performance at PVNGS.
Several indicators show improvement.
The addition of a, number of experienced, technically qualified personnel to the Quality Assurance (QA) organi.zation, including the placement of a permanent Deputy Director, has enhanced QA's ability. to assess plant/program performance, as well as compliance.
in the RP area: contamination events decreased from an average of 235 events per unit in 1989 to a projected 137 events per unit in 1990 (Unit 1, 160;Unit 2, 202;Unit 3, 50, based upon data as of October 31, 1990)..Occupational radiation exposure decreased from an average of 223 man-rem per unit in 1989 to a projected 1'69 man-rem per uni.t in 1990 (Unit 1, 163;Unit 2, 323;Uni;t 3, 21).The Unit 2 outage also r'esulted in a.reduction of man-rem exposure.These indicators compare favorably with industry averages.The volume of radioactive waste generated has decreased from an average of 12,142 cubic feet per;unit (cf/u)in 1989 to a projected 7,621 cf/u (Unit 1, 8,272-;Unit 2, 9,629;and Unit 3, 4,962)in 1990.'This is somewhat higher than the INPO 1989 industry average of 7,133 cf/u;however, if corrected for a zero release site, PVNGS would be approximately 184 below this average.Efforts are underway to further decrease the volume of radioactive waste, as well as to reduce the number of contamination incidents and the total personnel exposure.In addition, contaminated floor space'at PVNGS is well below the site goal of less than 104 per unit;.(Unit 1, 3.54;Unit 2, 1.84;Unit 3, 1.2~).
The QA program now includes, a performance assessment as part of each audit. The Monitoring Program, which provides a "snapshot" look at ongoing activities, has also demonstrated its ability to contribute to PVNGS performance. Examples of'he. contributions of audits and monitors are identified in the attachment (see pages 16 and 17). In 'addition, PVNGS has impl'emented a graded approach to Quality Control to assure that QC resources are focused on areas of greatest safety significance.
II)V U.S.Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Six Problems in the RP program have shown up in communications within the RP organization and have also been manifested in an increase of employee concerns.The addition of a new position of RP Operations Manager, other personnel changes, improved technician training and the recent period of consistent power operations are expected to improve morale and re-establish good teamwork and communications within the RP organization.
 
APS management is monitoring this area closely to assure that necessary improvements are realized.APS has modified the Radiation Protection and Chemistry organizations to increase management scrutiny in both areas.A site general manager has been assigned to head each discipline.
0     0           I
The site general managers report directly to the Vice President, Nuclear Production.
                              ~'
Other changes have been made in the RP organization, as well, to better focus RP management on the needs of each unit.The attachment also describes other enhancements to the RP and Chemistry programs, including upgrades to the secondary plant online chemistry analyzers and improvements to the radiation monitoring systems.Security area, including the addition of a new, well qualified Manager of Security, a new security.contractor organization, revised procedures, and improved equipment.
                '   1 c.
Equipment and personnel performance have improved as a result.Security compensatory manhours have decreased from 4,605 in January 1990 to 606 in November 1990.In addition, one hour reportable events decreased from six in 1989 to three through November 30, 1990.A recent unannounced NRC security inspection (August 1990)closed out all but one open item.En ineerin Technical Su ort: The engineering and technical support area benefitted from significant changes in management and organization.
        'I             'i c-L J                     .r gW I
The following positions were filled with individuals who came to PVNGS with extensive experience as technical managers in the nuclear industry: Vice President, Nuclear Engineering and Construction; Director, Site Technical Support;and Director,.Site Nuclear Engineering and Construction.
 
The Vice President, Nuclear Engineering and Construction is now responsible for all engineering departments.
U. S. Nuclear Regulatory Commission Document Control Desk PVNGS   Performance Review, 1989-1990 Page   Four The   principal deficiency reporting and corrective action programs at   PVNGS   were substantially revised toward the end of 1989 to improve controls, ensure that deficiencies can be readily documented by all plant personnel, and improve timeliness of dispositions and reportability determinations. The Material Non-conformance Report (MNCR), which is used to document hardware problems, controls operability and reportability determinations, as well as disposition, implementation and close-out of corrective actions, a'nd assures timeliness. The Quality Deficiency Report (QDR) establishes similar controls for non-hardware problems.             By establishing these separate mechanisms for reporting deficiencies, significant problems are more readily highlighted to management.
The System Engineer Program has been strengthened by a reorganization and realignment of responsibilities to provide Ik l U.S.Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Seven closer management direction and better focus the engineers on priority responsibilities.
In a recent NRC Inspection Report discussing these and other revised deficiency programs it, was noted that, "at this time, it appears that these programs, and their implementation, have improved."
Reporting to the Director, Site Technical Support, are managers of System Engineering, Component and Specialty Engineering, Operations.Engineering and Operations Computer Systems.The division between Systems Engineering and Component Engineering focuses the Systems Engineers on monitoring, system operation and maintenance, while the Component Engineers are responsible for providing component specific expertise to the System Engineer and Maintenance personnel.
A self-initiated   Safety System Functional Inspection.(SSFI) focused on the diesel generator systems. The SSFI found the systems to be generally satisfactory.           Some   deficiencies were identified; however, corrective actions are in progress.
Liaison engineers are also assigned to the units to establish a full-time engineering presence in each plant organization and provide increased assurance that Engineering.
Deficiencies in the implementation of PVNGS QA commitments for fire protection systems are being resolved through comprehensive reviews of the QA Program for fire protection system components and other systems   important-to-safety.
is aware of new developments.
Maintenance Surveillance:         There   was noticeable       progress in reducing both     the   Preventive   Maintenance   (PM) and   Corrective Maintenance     (CM)   backlogs. Overdue   PMs decreased     from 9.54 (November 1989)       to 2.4% (November 1990).           The corrective maintenance backlog (priority 1, 2, 3 CMs greater than 90 days old) decreased from 63.4% (November 1989) to 52.54 (November 1990).
Examples identified in the attachment indicate that the revised organization is showing improved results.The establishment of the Site Nuclear Engineering and Construction organization increases the involvement of Nuclear Engineering in site activities.
The ratio of preventive to total maintenance items has shown an improving trend over the, past year. The Business Plan includes a number of tasks aimed at achieving further backlog reductions.
The group has a key role in coordination of modifications and procurement.
A Motor Operated Valve (MOV) task action .plan has .been developed which establishes a comprehensive. overall schedule for MOV testing and upgrading in accordance wi.th'Generic Letter 89-10.'The task plan provides for a review of NPRDS information on'MOV concerns to determine their applicability to PVNGS,,development and maintenance of an MOV performance 'trending program, and. preparation of further guidance for the maintenance and testing of MOVs. Significant progress has been made toward the completion of baseline testing
Key management positions in the organization have been filled and good progress is being made in staffing.Implementation
 
~of the Engineering Excellence Program is well advanced and a similar program is, underway for the Site Technical Support organization.
        ~l 1(
The Site Engineering Excellence Program is now being incorporated into the Business Plan.The EER Backlog Reduction Program is ahead of schedule;a review of planned plant modifications has revealed that many are unnecessary and can be cancelled, allowing better prioritization of significant remaining items.Efforts are also underway to upgrade vendor technical manuals.APS believes that performance improvement in Engineering/Technical Support demonstrates-the effectiveness of the management efforts to strengthen the organization, and that further improvement may be expected.Emer enc Plannin: A more aggressive and comprehensive drill schedule, including quarterly full scale drills supplemented by unit and facility functional drills, has contributed to successful integration of relatively new management personnel into the Emergency Response Organization (ERO).There has been a significant reduction in the number of ERO personnel overdue in any month for annual training.Various facility and hardware enhancements have been made, including upgraded telefax equipment and improvements to the EOF.'I 0 II, E l w V I U.S.Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review., 1989-1990'age Eight The addition of cardreaders and system software modifications have enhanced accountability in the TSC, OSC and.Control Room, and have contributed to the two successful assembly and accountability drills in July.~o The attachment.
r,
provides, more detailed information on each of these areas, including, where appropriate,.supporting data.or examples.If you have any.;questions on any of this information, please do not hesitate to call me.'incerely'.
  '4 E
F.way WFC/DAF/pmm Attachment cc: J.B.Martin D.H.Coe A.C.Gehr A.H.Gutterman gpP~'~'0 0'1!I r C (, P'4 l ll f, lp ll.I lt't qP C F 90122'10066)
 
ATTACHMENT PLANT OPERATIONS Unit'was restarted (i.e., synchronized to the grid)'n July 5, 1990, with NRC concurrence that the restart requirements had been completed, and operated at a capacity factor of 83.5: through November 30, 1990.Unit 2 operated at a capacity factor of 70.04 from November 1, 1989, until the beginning of its second refueling outage on February 23, 1990, and has operated at 89.9w since its restart following that outage on July 19, 1990.Unit 3 was restarted on December 30, 1989, and has operated at a capacity factor of 84.74.Overall, the capacity factor for the station increased 29.5%from the previous year, and in the past four months t there has been an upward trend.All three units restarted after long outages without significant personnel performance problems.Since November 1, 1989, the units have experienced three unplanned automatic reactor trips, compared to five last year.There was one safety system actuation in the past year compared to four the previous year.The number of events requiring LER's also decreased from 41 for calendar year 1989 to 25 through November 30, 1990.In the third quarter of 1990, PVNGS recorded its fewest number of LER events (five)in a single quarter.Overall, plant performance improved over 1989, although total outage time was more than anticipated.
U. S. Nuclear Regulatory..Commissar;on Document Control, Desk,'
Management involvement in Operations activities during the past
PVNGS Performance Revi.ew,. 1989-1990 Page Five on safety related and important-to-sa fety MOVs (674 completed), as well as rotor rewiring (404 completed). The MOV task plan is part of the PVNGS Business: Plan.
A Preventive Maintenance Task Force (PMTF) is responsible for a complete evaluation of the PM program and implementing necessary changes. Among their activities, the PMTF is also documenting the bases for PMs. The evaluation methodology for evaluating PM tasks has been developed, as described in .the atta'chment (see page 26),
and reviews have been initiated. The development of the PM bases is scheduled to be completed by the end of 1991. The PMTF is also reviewing the existing administrative procedures and. Station Informati.on Management System (SIMS) computer programs, which are used to control the PM program, and will recommend changes to increase efficiency and assure that the PM bases are kept current.
Improvements to the- work control process include implementation of a writer's guide for procedures and work orders; implementation of a twelve week integrated schedule which facil'itates planning, reduces system outages, and allows more efficient use of personnel; and initiation of a model work order development program to improve consistency in planning and to provide standardized guidelines for work package development.         These changes   have resulted in noticeable improvements. APS is, continuing to .evaluate the work control process to identify additional measures to improve per formance.
Radiation Protection: Several indicators show improvement. in the RP area:     contamination events decreased from an average of 235 events per unit in 1989 to a projected 137 events per unit in 1990 (Unit 1, 160; Unit 2, 202; Unit 3, 50, based upon data as of October 31, 1990). .Occupational radiation exposure decreased from an average of 223 man-rem per unit in 1989 to a projected 1'69 man-rem per uni.t in 1990 (Unit 1, 163; Unit 2, 323; Uni;t 3, 21). The Unit 2 outage also r'esulted in a. reduction of man-rem exposure.
These indicators compare favorably with industry averages.                 The volume of radioactive waste generated has decreased from an average of 12,142 cubic feet per;unit (cf/u) in 1989 to a projected 7,621 cf/u (Unit 1, 8,272-; Unit 2, 9,629; and Unit 3, 4,962) in is somewhat higher than the INPO 1989 industry average of1990.'This 7,133 cf/u; however,     if corrected for a zero release site, PVNGS would be approximately 184 below this average.           Efforts are underway to further decrease the volume of radioactive waste, as well as to reduce the number of contamination incidents and the total personnel exposure. In addition, contaminated floor space'at PVNGS is well below the site goal of less than 104 per unit;. (Unit 1, 3.54; Unit 2, 1.84; Unit 3, 1.2~).
 
II   )
V
 
U. S. Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Six Problems   in the RP program have shown up in communications within the RP organization and have also been manifested in an increase of employee concerns.         The addition of a new position of RP Operations Manager,     other personnel changes, improved technician training and   the recent period   of consistent power operations are expected   to improve morale   and re-establish good teamwork and communications within the RP organization.             APS management   is monitoring this area closely to assure that necessary improvements are realized.
APS   has     modified the Radiation Protection and Chemistry organizations to increase management scrutiny in both areas.               A site general manager has been assigned to head each discipline.
The site general managers report directly to the Vice President, Nuclear Production.       Other changes have been made in the RP organization, as well, to better focus RP management on the needs of each unit.
The attachment also describes other enhancements to the RP and Chemistry programs, including upgrades to the secondary plant online chemistry analyzers and improvements to the radiation monitoring systems.
Security area, including the addition of a new, well qualified Manager   of Security, a new security . contractor organization, revised procedures, and improved equipment.                 Equipment and personnel performance have improved as a               result.     Security compensatory manhours have decreased from 4,605         in January 1990 to 606 in November 1990.       In addition,     one hour   reportable   events decreased from   six in 1989 to three through November   30, 1990. A recent unannounced NRC security inspection (August 1990) closed out all but one open item.
En ineerin Technical Su ort:             The engineering and technical support area benefitted from significant changes in management and organization. The following positions were filled with individuals who came to PVNGS with extensive experience as technical managers in the nuclear industry: Vice President, Nuclear Engineering and Construction; Director, Site Technical Support; and Director, .Site Nuclear Engineering and Construction. The Vice President, Nuclear Engineering and Construction is now responsible for all engineering departments.
The   System     Engineer Program has been strengthened               by   a reorganization   and realignment of responsibilities to provide
 
Ik l U. S. Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Seven closer   management     direction   and better focus the engineers on priority responsibilities.             Reporting to the Director, Site Technical Support, are managers of System Engineering, Component and Specialty Engineering, Operations .Engineering and Operations Computer Systems.       The division between Systems Engineering and Component Engineering focuses the Systems Engineers on monitoring, system operation and maintenance, while the Component Engineers are responsible for providing component specific expertise to the System Engineer and Maintenance personnel.             Liaison engineers are also assigned to the units to establish a full-time engineering presence in each plant organization and provide increased assurance that Engineering. is aware of new developments. Examples identified in the attachment indicate that the revised organization is showing improved   results.
The establishment of the Site Nuclear Engineering and Construction organization increases the involvement of Nuclear Engineering in site activities. The group has a key role in coordination of modifications and procurement.           Key management positions in the organization have been filled and good progress is being made in staffing.
Implementation   ~
of the Engineering Excellence Program is well advanced and a     similar program is, underway for the Site Technical Support organization. The Site Engineering Excellence Program is now being incorporated into the Business Plan.               The EER Backlog Reduction Program is ahead of schedule; a review of planned plant modifications has revealed that many are unnecessary and can be cancelled, allowing better prioritization of significant remaining items. Efforts are also underway to upgrade vendor technical manuals.
APS believes that performance improvement in Engineering/Technical Support demonstrates -the effectiveness of the management efforts to strengthen the organization, and that further improvement may be expected.
Emer enc     Plannin :       A more   aggressive   and comprehensive   drill schedule,   including quarterly full scale drills supplemented by unit and facility functional drills, has contributed to successful integration of relatively new management personnel into the Emergency Response         Organization (ERO).         There has been a significant   reduction   in the number of ERO personnel   overdue in any month   for annual   training.
Various     facility   and   hardware   enhancements     have been made, including upgraded telefax equipment           and improvements'I to the EOF.
 
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U. S. Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review.,   1989-1990'age Eight The addition of cardreaders and system software modifications have enhanced accountability in the TSC, OSC and. Control Room, and have contributed to the two successful assembly and accountability drills in July.
The attachment. provides, more detailed information on each of these
                                                        ~      o areas, including, where appropriate, .supporting data .or examples.
If you have any.;questions on any of this information, please do not hesitate to call   me.
                                          'incerely'.
F. way WFC/DAF/pmm Attachment cc:   J. B. Martin D. H. Coe A. C. Gehr A. H. Gutterman
 
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year was evident in the resolution of.operational problems and with f the handling of concerns, especially following events at the site.Conservative decision making was also evident.The following plant events are illustrative:
F 90122'10066)
Management directed Unit 1 to return from mode 3 to mode 5 in order to repair minor steam generator tube leaks.While the leakage was within Technical Specification limits, management decided to fix the leaks before returning Unit 1 to power operations.
ATTACHMENT PLANT OPERATIONS Unit'  was restarted (i.e., synchronized to the grid)'n July 5, 1990, with NRC concurrence that the restart requirements had been completed, and operated at a capacity factor of 83.5: through November 30, 1990. Unit 2 operated at a capacity factor of 70.04 from November 1, 1989, until the beginning of its second refueling outage on February 23, 1990, and has operated at 89.9w since its restart following that outage on July 19, 1990. Unit 3 was restarted on December 30, 1989, and has operated at a capacity factor of 84.74. Overall, the capacity factor for the station t
Management drew up an aggressive and conservative plan of action to repair pressurizer safety valves in Unit 1 by getting promptly involved with procurement, QA and replacement of pressurizer safety valves (even confirming ring setting process at Wyle Laboratory).
increased 29.5% from the previous year, and in the past four months there has been an upward trend. All three units restarted after long outages without significant personnel performance problems.
All facets of this event were conducted safely and the replacement proceeded without undue delays.Both Unit 1 and Unit 3 were restarted after long outages.Virtually no one in the entire complement of licensed operators in both units had operated a reactor at power since the start of the outage.Consequently, during the preparation for restart, operators were sent, to Unit 2 for additional refamiliarization with power operations.
Since November 1, 1989, the units have experienced three unplanned automatic reactor  trips, compared to five last year. There was one safety system actuation in the past year compared to four the previous year. The number of events requiring LER's also decreased from 41 for calendar year 1989 to 25 through November 30, 1990.
l Although these incidents are good indicators of improved performance, APS also recognizes that there were instances in which performance could have been better.Examples of such instances include: The transformer fire in December 1989 was incorrectly evaluated as not warranting a notification of an unusual event (NUE)declaration.
In the third quarter of 1990, PVNGS recorded its fewest number of LER events (five) in a single quarter. Overall, plant performance improved over 1989,    although  total  outage  time was more than anticipated.
To prevent a recurrence, the EPIP governing NUE declarations was revised for more specificity.
Management  involvement in Operations    activities during the past
In response to inadequacies identified by NRC in the PVNGS spent fuel pool procedures, the procedures were revised to address valve lineups, transfer of pool water between system interfaces,-
and every evolution of spent fuel pool maneuvers.
During startup from an.outage in Unit 2 during November 1989, the Operators allowed the, unit to slightly exceed the heatup rate specified in Technical Specifications.
In response to this, all shift supervisors were counselled on attention to detail and management expectations.
In addition, a surveillance test procedure change was implemented to require that the heatup rate be graphed at an increased frequency in the control room for better monitoring.
Unit 3 was restarted on October, 21, 1990 following a post-trip Incident Investigation of the inadvertent actuation of 4@*Cg 0 the Steam Bypass Control System.The investigation team concluded that the event was bounded by previous accident analyses.Subsequently, APS management found that there was inadequate basis for the investigation team's conclusion.
As a result, APS is taking steps to augment its post-trip review teams with additional technical expertise.
The Management Observation Program provides valuable management visibility through regularly scheduled plant walkdowns in which managers observe plant conditions and personnel performance and formally document their recommendations.
Recommendations were given to the cognizant plant personnel, who were required to assure t prompt resolution.
These recommendations have resulted in procedure changes and prompt equipment repairs.More importantly; however, the continuous presence of management in the plant increases the'communication of management expectations and reinforces management goals and objectives to the plant staff.Improved procedures for the control of equipment status include a new site-wide procedure governing the conduct of independent verification and the prohibition on the use of uncontrolled marked-up piping and instrumentation diagrams as a means of verifying equipment status in the control room.Operators were briefed on system status errors as they occurred and all operators received additional instruction detailing the requirements for valve manipulations.
Since the noted procedural improvements were made,


there have been no operator manipulation errors.To further assess the effectiveness of these actions, an independent assessment of the adequacy and implementation of the System Status Controls Procedure was performed during November.This assessment, performed by the Nuclear Safety Group, included interviews with licensed operators and checks of equipment status documentation.
year was evident in the resolution of. operational problems and with f
the handling of concerns, especially following events at the site.
Conservative decision making was also evident. The following plant events are    illustrative:
Management  directed Unit 1 to return from mode 3 to mode 5 in order to repair minor steam generator tube leaks. While the leakage was within Technical Specification limits, management decided to fix the leaks before returning Unit 1 to power operations.
Management    drew up an aggressive    and conservative plan of action to repair pressurizer      safety valves in Unit 1 by getting promptly involved with procurement, QA and replacement of pressurizer safety valves (even confirming ring setting process at Wyle Laboratory). All facets of this event were conducted safely and the replacement proceeded without undue delays.
Both Unit    1  and Unit 3 were restarted after long outages.
Virtually no one in the entire complement of licensed operators in both units had operated a reactor at power since the start of the outage. Consequently, during the preparation for restart, operators were sent, to Unit 2 for additional refamiliarization with power operations.
 
l Although    these    incidents    are  good    indicators  of improved performance, APS also recognizes that there were instances in which performance could have been better.          Examples of such instances include:
The  transformer fire in December 1989 was incorrectly evaluated as not warranting a notification of an unusual event (NUE) declaration.        To prevent a recurrence,      the EPIP governing NUE declarations was revised for more specificity.
In response to inadequacies identified by NRC in the PVNGS spent fuel pool procedures, the procedures were revised to address valve lineups, transfer of pool water between system interfaces,- and every evolution of spent fuel pool maneuvers.
During startup from an. outage in Unit      2 during November 1989, the Operators allowed the, unit to slightly exceed the heatup rate specified in Technical Specifications. In response to this, all shift supervisors were counselled on attention to detail    and    management    expectations.      In addition, a surveillance test procedure change was implemented to require that the heatup rate be graphed at an increased frequency in the control room for better monitoring.
Unit  3  was  restarted on October, 21, 1990 following a post-trip  Incident Investigation of the inadvertent actuation of
 
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0      the Steam Bypass Control System.        The investigation team concluded that the event was bounded by previous accident analyses. Subsequently, APS management found that there was inadequate basis for the investigation team's conclusion. As a result, APS is taking steps to augment its post-trip review teams  with additional technical expertise.
The Management    Observation Program provides valuable management visibility through regularly    scheduled  plant walkdowns in which managers  observe plant conditions and personnel      performance  and formally document their recommendations.        Recommendations were t
given to the cognizant plant personnel, who were required to assure prompt resolution.        These recommendations    have resulted in procedure changes and prompt equipment repairs. More importantly; however, the continuous presence of management in the plant increases    the 'communication of management expectations and reinforces management goals and objectives to the plant staff.
Improved procedures    for the control of  equipment status include a new  site-wide procedure    governing the conduct      of independent verification and the prohibition on the use of uncontrolled marked-up piping and instrumentation diagrams as a means of verifying equipment status in the control room. Operators were briefed on system status errors as they occurred and all operators received additional instruction detailing the requirements for valve manipulations. Since the noted procedural improvements were made,
 
there have been no operator manipulation errors. To further assess the effectiveness of these actions, an independent assessment of the adequacy and implementation of the System Status Controls Procedure was performed during November.         This assessment, performed by the Nuclear Safety Group, included interviews with licensed operators and checks of equipment status documentation.
This evaluation confirmed that the System Status Control Procedure had been effective; however, corrective action was required in plant modification statusing as there have been instances where drawings or procedures have not been updated to reflect plant modifications.
This evaluation confirmed that the System Status Control Procedure had been effective; however, corrective action was required in plant modification statusing as there have been instances where drawings or procedures have not been updated to reflect plant modifications.
The Training Advisory Board was established to monitor the effectiveness of training programs, policies, and procedures, as well as to make recommendations to training management to improve technical training.The Board is composed of the Directors of Plant Operations, Technical Support, and QA, the Managers of Compliance and Training, and the three Plant Managers.Its duties include scheduled observations of simulator training (where performance of crews, instructors, and the simulator are observed).
The   Training Advisory Board was established to monitor the effectiveness of training programs, policies, and procedures, as well as to make recommendations to training management to improve technical training. The Board is composed of the Directors of Plant Operations, Technical Support, and QA, the Managers of Compliance and Training, and the three Plant Managers. Its duties include scheduled observations of simulator training (where performance of crews, instructors, and the simulator are observed).
A training single point of management contact has been assigned in all training disciplines to interface directly with training management, conveying plant staff needs and recommendations.
A training single point of management contact has been assigned in all training disciplines to interface directly with training management, conveying plant staff needs and recommendations. Six licensed operators were permanently transferred to Training to increase the on-shift experience level of the training instructors and to enhance the operators'ense., of. ownership and involvement
Six licensed operators were permanently transferred to Training to increase the on-shift experience level of the training instructors and to enhance the operators'ense., of.ownership and involvement 1 1'll in the training program.As a result of these efforts, a more distinct sense of line managers ownership of training programs has been established and changes have been made to training programs to more effectively address discipline specific concerns.The Simulator Upgrade Program has received extensive management attention.
Although there have been some schedule changes, the overall progress has been encouraging.
Accomplishments this year include: Installing backpanel circuitry on the simulator Starting the simulator acceptance testing program Receiving computers for new Simulation/Stimulation (SIMSTIM)systems Software upgrades The Simulator, Upgrade Program and enhancements are currently on schedule to support submittal of certification documentation by March 26, 1991.PVNGS is currently in the pre-contract phase for the purchase of a second simulator, so that two Unit 1 plant specific control room simulators will be available for Training.The second simulator,
'
to be placed in service in the first fg for emergency planning scenarios'nd
/engineer training.A project manager services group has been created which quarter of 1993, will be used drills",.in addition to system has been named and a computer will provide support for both simulators.
Both simulators will be under the control of the Training Department.
A five-shift operator rotation was adopted at PVNGS in March 1989, when the multiple unit outages required Operations assistance in other areas to support outage activities.
Subsequent personnel turnover has required PVNGS to retain a five-shift rotation.APS is training additional licensed operators to enable resumption of the six-shift.
rotation.There are currently 40 personnel in the~~~~~~~~~~~~~~Licensed Operator Training Program.The first class of 20 is scheduled for NRC examination in June 1991.This increased initial training program is scheduled to'provide an adequate number of licensed operators to achieve the goal of a six-shift rotation by August 1992.A trip reduction goal of one trip per 7000 hours critical has been incorporated into the Business Plan.A Trip Reduction Task Force has been established to identify potential trip initiators and eliminate them, where possible.The Task Force, which is comprised of key personnel from Operations, Training, Maintenance, Engineering, and Nuclear Fuel Management, meets twice each month.The Task Force is currently evaluating a proposal to enhance the 1
labeling of trip sensitive components and is developing a detailed scram and turbine tr'ip database to aid trending and analysis.The'Task Force will be evaluating potential ,changes in design, procedures, technical specifications, and training.The schedule was extended for the station Emergency Operation Procedures (EOPs)upgrade project.The procedures and technical guidelines have been rewritten and verified for technical content by plant review groups;however, validation of the EOPs cannot be accomplished until after the simulator certification.
A Positive Discipline Program has been implemented.-This program provides formal consistent, guidelines for supervisors in dealing e with per'sonnel.performance problems.It appears that this program is resulting in more consistent imposition of discipline when appropriate.
It is expected that this program will help to minimize personnel errors.To increase the assurance of strict compliance with procedures, a special variance procedure has been adopted which permits temporary changes, authorized by the Technical Specifications, to be accomplished in a more timely fashion than with the previous change process.Since the PVNGS staff now has the ability to achieve prompt procedure changes, they do not have to work around procedural requirements that are inappropriate to the circumstances.
I I r' Other efforts have been completed to increase control room formality, including the designation of specific stations for personnel within the control room and establishment of formal guidelines for control room communications.
PVNGS will also require standard attire for control room personnel to maintain a professional atmosphere and for easy identification.
Communication between Operations and other site personnel has been enhanced through the use of electronic mail (E-Mail).The computer terminals are now accessible in the control room, keeping the shift supervisor in closer contact with management.
The E-Mail system also provides information on current industry and PVNGS events and~~~~~~~~~~a daily plant status report.Daily work packages are also utilized in each unit to implement the plan of the day and to highlight areas requiring particular attention.
e k6 4' SAFETY ASSESSMENT UALITY VERIFICATION The Independent Safety Engineering group (ISE)field evaluation program was revised to include preplanning of the evaluation criteria, scope, and methodology.
As a result, the field evaluation reports are more detailed, and include root cause analyses and specific corrective actions.There have been 35 field evaluations or special investigations performed by ISE in 1990.The investigation documentation used in 1989 was less detailed and comprehensive and, as such, should not be compared to the revised 1990 program.The number of assessments done by the Nuclear Safety Group (NSG)increased to 14 in 1990, from five in 1989.At.the t same time the depth of the assessments and investigations was increased through a more results oriented focus by NSG, short term use of contractors.for program assessments, and increased management guidance.Three NSG special assessments were performed at the request of senior management.
Timeliness of resolution of identified ISE/NSG findings, which has been a problem in the past, was improved by program revisions requiring the use of the normal PVNGS deficiency identification process (MNCRs, QDRs, CARs)and the management escalation process to automatically address overdue or unresolved issues findings.ISE/NSG also has been more aggressively following and statusing ISE/NSG recommendations.
The status of these items are now included in a combined monthly report to senior management.
The 10 J A~, I recent upgrading of PVNGS computer tracking systems has increased the visibility of outstanding recommendations to management.
An increase in staffing.levels during this period (ISE added two positions, NSG added one position), in conjunction with the programmatic changes also contributed to increased effectiveness of ISE and NSG.However, maintaining adequate staffing levels requires continuing management attention.
Examples of improvements resulting from ISE/NSG assessments include: 50.59 program to incorporate NSAC 125 guidance, including an extensive two day training program.(This program will be fully implemented by December 1990.)Modification program changes to require that all associated training and plant documentation is up to date before modification closeout.Procedure changes to more effectively control deboration of refueling pool.Charging pump oil storage facility upgrades, including measures to prevent foreign material from entering the charging pump oil containers.
The adequacy of engineering and technical evaluations, in support 0
of the implementation of corrective actions in response to ISE reports, has been an issue requiring additional management attention.
To address these concerns, ISE is devoting increased attention to the engineering and technical evaluations.
In-depth discussions with the responsible organization are being stressed as a means to ensure corrective actions fully cover the scope of the ISE recommendation prior to issue closure.ISE continues to have concerns with both the number and lack of specificity in their recommendations.
The PVNGS Self-Assessment Group (PSAG), a committee composed of the managers of ISE and NSG, the PRB Chairman and the Director QA/QC, met seven times to develop an integrated schedule of oversight~~~~~~activities to determine appropriateness of scheduled activities and to identify generic management or safety issues warranting senior or executive management attention.
The PSAG evaluated the following eight areas: 50.59 Program Work Control/Work Planning Program Administrative Control Program Timeliness of Corrective Actions and Commitments Use of Vendor Information/Services Modifications Turnover Program Radiation Monitoring System Reliability Post-Installation Test Program
,'f'I Recommendations for improvement in each of these areas as addressed in the PSAG 1990 semiannual report have been approved by management, and implementation has just begun.A Corporate Assessment Group (CAG)was established within the Nuclear Safety and Licensing Division in September 1990, to utilize experienced management line personnel to assess performance of selected PVNGS programs and functional areas, to advise PVNGS senior management regarding program effectiveness, and to make recommendations for improvement.
The CAG is comprised of functional area managers on rotational (18-30 month)assignments f rom the following areas: Chemistry, Maintenance, Operations, and Radiation Protection.
Their recommendations for plant improvements are tracked and the CAG members are responsible for assuring that recommendations are satisfactorily resolved.The effectiveness of the CAG will be reviewed after more experience is gained in its us'e.A Management Review Committee (MRC)was created in the fall of 1989 to assist in oversight of activities preparatory to restart of Units 1 and 3.The MRC ensured that all restart items were adequately addressed before restart.These oversight activities were important, in the successful restarts of these units.The MRC then disbanded once their unit restart assignment was accomplished.
13 t e I'L The Off-Site Safety Review Committee (OSRC)first met in March~~1990.The OSRC reviews selected PVNGS events and activities and advises the Executive Vice President on matters related to nuclear safety.Membership includes the Vice President, Nuclear Safety and Licensing (Chairman);
the Vice President, Nuclear Production; the Vice President, Engineering and Construction; and the Director, Quality Assurance.
In addition, the Executive Vice President designates outside members with extensive nuclear industry experience.
Currently, three outside members are on the committee.
The committee has met six times this year and provided independent senior management assessments and recommendations to the Executive Vice President, Nuclear.The actions taken by the OSRC this year include: I A review of the Incident Investigation Program to determine the responsibility for broad-based issue review, as well as documenting this type of review and tying it to the Incident Investigation Report;An evaluation of the oversight group reports for effectiveness as a communication tool and evaluation of resolution tracking for closure;With regard to the PVNGS lifted leads policy during the performance of routine maintenance, the Committee suggested that management review this area due to the number of related 14 0 J I' lifted lead events.With regard to drawing and document control in the security area, the Committee suggested that this area be reviewed to ensure that the appropriate security drawings are under safeguards control.As a result of a 1989 NSG assessment of the effectiveness of the Plant Review Board (PRB), the Technical Specifications were amended authorizing changes in PRB composition and procedures.
The PRB now includes more senior level management and no longer reviews administrative control procedures and changes.The PRB r esponsibilities were also revised to include the review of additional items designated by the Vice President, Nuclear Production, the Plant Director, or the PRB Chairman.These overall changes to the PRB have resulted in increased PRB attention to the more significant operational issues, and a greater degree of management participation in these safety reviews.However, the effectiveness of the PRB will require further and continuing management attention'.
The QA organization continues to be strengthened by.the addition of a number of personnel with strong technical qualifications and substantial experience in nuclear plant operations, including three 0 individuals with Professional Engineering Licenses, one individual with a Masters Degree, twelve individuals with Bachelor of Science 15


Degrees, two STAs, five previously licensed SROs and one RO.These staff additions have added approximately 300 man-years of relevant experience to the organization.
1 1
In addition, the position of Deputy Director, QA has been filled with an individual with over 17 years experience in the nuclear industry.Enhancements have been made in the verification processes and deficiency reporting/corrective action processes.
  'll
For example, increased attention is given by audits to performance issues in addition to the normal compliance assessments.
 
Each audit includes an assessment of whether the activity meets management expectations and a review of compliance with regulatory commitments.
in the training program. As a result of these efforts, a more distinct sense of line managers ownership of training programs has been established and changes have been made to training programs to more effectively address discipline specific concerns.
To date, t eighteen audits have been completed under the enhanced program, resulting in improvements in many areas including:
The  Simulator Upgrade Program has received extensive management attention. Although there have been some schedule changes, the overall progress has been encouraging. Accomplishments this year include:
Improved program controls for contaminated Measuring Test Eguipment Program (M&TE);Improved EP drill evaluation criteria for drill observers; Development of procedural guidance for PVNGS operations during mode X (when core is off-loaded);
Installing backpanel  circuitry on the simulator Starting the simulator acceptance testing program Receiving computers  for new Simulation/Stimulation (SIMSTIM) systems Software upgrades The  Simulator, Upgrade Program and enhancements are currently on schedule to support submittal of certification documentation by March 26, 1991.
Increased management attention on obtaining INPO accreditation of training by RP standards group'.J In addition, a revised Monitoring Program was implemented in October 1989.The Monitors address compliance, technical and 16 k, A 0+J performance issues on a real time basis, providing a snapshot of program effectiveness.
PVNGS  is currently in the pre-contract phase for the purchase of a second simulator, so that two Unit 1 plant specific control room simulators will be available for Training. The second simulator,
A specific Monitor Certification Program l has been implemented, addressing minimum qualification criteria, on the job training, and written examinations for Monitoring personnel.
 
The goal'of the QA Department is for QA Monitoring personnel to perform at least two monitors per day and to spend at least four hours per day in the plant on monitoring activities.
to  be placed  in service in the first quarter of 1993, will be used for emergency planning scenarios'nd            drills", .in addition to system fg
An internal assessment of the Monitoring Program has been performed, using an outside consultant, who identified the following areas as requiring additional attention:
                              /
0 Establishing a hierarchy of procedures for program implementation..
engineer training. A project manager has been named and a computer services group has been created which will provide support for both simulators.      Both simulators will be under the control of the Training Department.
Enhancing the administrative and management controls of monitoring activities, including increased participation by managers and supervisors.
A  five-shift operator rotation        was adopted    at  PVNGS in March 1989, when  the multiple unit outages required Operations assistance in other areas to support outage activities. Subsequent personnel turnover has required PVNGS to retain a five-shift rotation. APS is training additional licensed operators to enable resumption of the six-shift. rotation. There are currently 40 personnel in the
        ~    ~        ~
                          ~
Licensed Operator Training Program.              The first class of 20 is
  ~                          ~                            ~
                                            ~
scheduled for NRC examination in June 1991. This increased initial
                        ~        ~  ~
                                                    ~
                                                            ~  ~
training program is scheduled to 'provide an adequate number of licensed operators to achieve the goal of a six-shift rotation by August 1992.
A  trip reduction  goal of one      trip per  7000 hours    critical has been incorporated into the Business Plan. A Trip Reduction Task Force has been established to identify potential trip initiators and eliminate them, where possible. The Task Force, which is comprised of key personnel from Operations,                    Training, Maintenance, Engineering, and Nuclear Fuel Management, meets twice each month.
The Task Force is currently evaluating a proposal to enhance the
 
1 labeling of trip sensitive components and is developing a detailed scram and turbine tr'ip database to aid trending and analysis.        The Task Force will be evaluating potential ,changes            in design, procedures, technical specifications, and training.
The  schedule  was  extended  for the station Emergency Operation Procedures (EOPs) upgrade project. The procedures and technical guidelines have been rewritten and verified for technical content by plant review groups; however, validation of the EOPs cannot be accomplished until after the simulator certification.
A  Positive Discipline Program has been implemented. -This program provides formal consistent, guidelines for supervisors in dealing e with per'sonnel.performance problems. It appears that this program is resulting in more consistent imposition of discipline when appropriate.      It is expected that this program will help to minimize personnel errors.
To  increase the assurance      of strict compliance with procedures,  a special variance procedure has been adopted which permits temporary changes,    authorized by the Technical Specifications, to be accomplished in a more timely fashion than with the previous change process. Since the PVNGS staff now has the ability to achieve prompt procedure changes,          they do not have to work around procedural      requirements      that are inappropriate      to the circumstances.
 
I I r'
 
Other  efforts  have been  completed  to increase control room formality, including the designation of specific stations for personnel within the control room and establishment of formal guidelines for control room communications.        PVNGS will also require standard attire for control room personnel to maintain a professional atmosphere and for easy identification.
Communication between Operations and other  site personnel has been enhanced through the use  of electronic mail (E-Mail). The computer terminals are now accessible in the control room, keeping the shift supervisor in closer contact with management.      The E-Mail system also provides information on current industry and PVNGS events and
          ~    ~      ~                ~
a daily plant status report. Daily work packages are also utilized
    ~                          ~
                            ~
in each unit to implement the plan of the day and to highlight
~          ~      ~
areas requiring particular attention.
 
e k6 4
 
SAFETY ASSESSMENT    UALITY VERIFICATION The Independent    Safety Engineering group (ISE) field evaluation program was revised to include preplanning of the evaluation criteria, scope, and methodology.          As a result,    the field evaluation reports are more detailed, and include root cause analyses and specific corrective actions. There have been 35 field evaluations or special investigations performed by ISE in 1990.
The investigation documentation used in 1989 was less detailed and comprehensive and, as such, should not be compared to the revised 1990 program. The number of assessments done by the Nuclear Safety t
Group (NSG) increased to 14 in 1990, from five in 1989.          At. the same time the depth of the assessments          and investigations was increased through a more results oriented focus by NSG, short term use of contractors .for program assessments,            and increased management  guidance. Three NSG  special assessments were performed at the request of senior    management.
Timeliness of resolution of identified ISE/NSG findings, which has been  a  problem  in the past, was improved by program revisions requiring the use of the normal PVNGS deficiency identification process (MNCRs, QDRs, CARs) and the management escalation process to automatically address overdue or unresolved issues findings.
ISE/NSG also has been more aggressively following and statusing ISE/NSG recommendations.        The status of these items are now included in a combined monthly report to senior management.          The 10
 
J A
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I
 
recent upgrading of PVNGS computer tracking systems has increased the visibility of outstanding recommendations to management.
An  increase in staffing .levels during this period (ISE added two positions, NSG added one position), in conjunction with the programmatic changes also contributed to increased effectiveness of ISE and NSG. However, maintaining adequate staffing levels requires continuing management attention. Examples of improvements resulting from ISE/NSG assessments include:
50.59 program  to incorporate  NSAC 125 guidance, including an  extensive two day training program.        (This program will be fully implemented    by December 1990.)
Modification program      changes  to require    that all associated training and    plant documentation is up to date before modification closeout.
Procedure changes to more    effectively control deboration of refueling pool.
Charging pump  oil  storage  facility upgrades,  including measures to prevent foreign material from entering the charging pump oil containers.
The adequacy    of engineering  and  technical evaluations, in support
 
0 of the implementation of corrective actions in response to ISE reports, has been an issue requiring additional management attention. To address these concerns, ISE is devoting increased attention to the engineering and technical evaluations. In-depth discussions with the responsible organization are being stressed as a means to ensure corrective actions fully cover the scope of the ISE recommendation prior to issue closure. ISE continues to have concerns with both the number and lack of specificity in their recommendations.
The PVNGS Self-Assessment    Group (PSAG), a committee composed of the managers    of ISE and NSG, the PRB Chairman and  the Director QA/QC, met seven times to develop an integrated schedule of oversight
                ~
activities to determine appropriateness of scheduled activities and
      ~  ~              ~
to identify generic management or safety issues warranting senior
          ~          ~
or executive management attention.            The PSAG evaluated the following eight areas:
50.59 Program Work Control/Work Planning Program Administrative Control Program Timeliness of Corrective Actions and Commitments Use of Vendor Information/Services Modifications Turnover Program Radiation Monitoring System Reliability Post-Installation Test  Program
 
,'f
'I
 
Recommendations    for  improvement  in each of these areas as addressed in the    PSAG  1990    semiannual report have been approved by management,  and implementation has    just  begun.
A  Corporate  Assessment  Group  (CAG)  was  established  within the Nuclear Safety and Licensing Division in September 1990, to utilize experienced management line personnel to assess performance of selected PVNGS programs and functional areas, to advise PVNGS senior management regarding program effectiveness, and to make recommendations      for improvement.        The CAG is comprised of functional area managers on rotational (18-30 month) assignments from the following areas: Chemistry, Maintenance, Operations, and Radiation Protection. Their recommendations for plant improvements are tracked and the CAG members are responsible for assuring that recommendations are satisfactorily resolved. The effectiveness of the CAG will be reviewed after more experience is gained in its us'e.
A Management  Review Committee    (MRC) was  created in the  fall of 1989 to assist in oversight of activities preparatory to restart of Units 1 and 3.        The MRC ensured that all restart items were adequately addressed before restart.          These oversight activities were important, in the successful restarts of these units. The MRC then disbanded once their unit restart assignment was accomplished.
13
 
t e
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The  Off-Site Safety
            ~
Review Committee      (OSRC)  first  met  in March 1990.~    The  OSRC  reviews selected    PVNGS  events and  activities  and advises the Executive Vice President on matters related to nuclear safety. Membership includes the Vice President, Nuclear Safety and Licensing (Chairman); the Vice President, Nuclear Production; the Vice President, Engineering and Construction; and the Director, Quality Assurance.        In addition, the Executive Vice President designates      outside members with extensive nuclear industry experience. Currently, three outside members are on the committee.
The committee has met      six times this year    and  provided independent senior management assessments      and recommendations to the Executive Vice President, Nuclear. The actions taken by the            OSRC  this year include:
I A  review of the Incident Investigation Program to determine the responsibility for broad-based issue review, as well as documenting this type of review and tying          it to the Incident Investigation Report; An  evaluation of the oversight group reports for effectiveness as a communication tool and evaluation of resolution tracking for closure; With regard to the      PVNGS    lifted  leads  policy during the performance of routine maintenance,          the Committee suggested that  management  review  this  area due to the number of related 14
 
0 J I'
 
lifted  lead events.
With regard to drawing and document control in the security area, the Committee suggested    that this area be reviewed to ensure that the appropriate security drawings are under safeguards control.
As a  result of  a 1989 NSG assessment  of the effectiveness of the Plant Review Board (PRB),  the Technical Specifications were amended authorizing changes in PRB composition and procedures. The PRB now includes more senior level management and no longer reviews administrative control procedures and changes.                The  PRB responsibilities were also revised to include the review of additional items designated by the Vice President, Nuclear Production, the Plant Director, or the PRB Chairman. These overall changes to the PRB have resulted in increased PRB attention to the more significant operational issues,        and a greater degree of management participation in these safety reviews.        However, the effectiveness of the PRB will require further and continuing management attention'.
The  QA  organization continues to be strengthened by. the addition of a number of personnel with strong technical qualifications and substantial experience in nuclear plant operations, including three individuals with Professional Engineering Licenses, one individual with a Masters Degree, twelve individuals with Bachelor of Science 0                                    15
 
Degrees, two STAs,     five previously licensed   SROs and one RO. These staff additions   have added approximately 300 man-years       of relevant experience to the organization.           In addition, the position of Deputy Director, QA has been filled with an individual with over 17 years experience in the nuclear industry.
Enhancements   have been   made   in the verification processes and deficiency reporting/corrective action processes.             For example, increased attention is given by audits to performance issues in addition to the normal compliance assessments. Each audit includes an assessment of whether the activity meets management expectations t
and a review of compliance with regulatory commitments.           To date, eighteen audits have been completed under the enhanced program, resulting in   improvements   in many areas   including:
Improved program controls       for contaminated   Measuring Test Eguipment Program (M&TE);
Improved     EP   drill   evaluation   criteria for drill observers; Development     of procedural guidance for PVNGS operations during mode X (when core is off-loaded);
Increased management         attention on obtaining INPO accreditation of training by RP standards group'.
J In addition,     a   revised Monitoring Program was implemented in October 1989.       The Monitors address compliance, technical and 16
 
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performance issues on a real time basis,       providing a snapshot of program effectiveness.       A specific Monitor Certification Program l
has been implemented, addressing minimum qualification criteria, on the job training, and written examinations for Monitoring personnel. The goal 'of the QA Department is for QA Monitoring personnel to perform at least two monitors per day and to spend at least four hours per day in the plant on monitoring activities.
An   internal   assessment     of the Monitoring Program has been performed,   using   an outside consultant,     who identified the following areas   as requiring additional attention:
Establishing   a   hierarchy of procedures   for   program 0            implementation..
Enhancing the administrative and management     controls of monitoring activities, including increased participation by managers and supervisors.
Revising the practice of consolidating deficiencies into one document and instead creating a separate QDR for each deficiency.
Revising the practice of consolidating deficiencies into one document and instead creating a separate QDR for each deficiency.
Formalizing training in discipline specific monitoring.
Formalizing training in discipline specific monitoring.
A schedule is being developed for implementation of these 17  
A   schedule   is being     developed   for implementation     of these 17
~.l recommendations.
 
The Monitoring Program has been instrumental in achieving a number I of improvements in PVNGS activities, such a's improved procedural guidance for receipt inspection of nuclear fuel, enhanced hot I particle control for'the"'spent fuel pool, and changesin PM repetitive tasks to reflect changes to equipment classification.
~ .l recommendations.
A revised QC Inspection Program was implemented in August of this year.Program enhancements include the initiation of a"Graded Approach" to inspection activities, which takes into consideration the potential safety impact for a failure or malfunction, the complexity or uniqueness of the item, the extent to which functional compliance can be demonstrated by inspection or test, the degree of standardization, and the overall quality history.Quality Engineering has a significantly enlarged role in the inspection planning process, including responsibilities for designating the criterion for selection of work activities to be inspected, the criteria for selecting critical, major and minor attributes, utilization of failure data trending information for inspection planning, and issuance of inspection standards.
The Monitoring Program has been instrumental in achieving a number I
The revised inspection program promotes more efficient use of inspection resources, while continuing to comply with applicable regulatory requirements.
of improvements in PVNGS activities, such a's improved procedural guidance for receipt inspection of nuclear fuel, enhanced hot I
Similar programs have been successfully used on other nuclear plants.The program has been implemented on 18 I ,sn 4~I a pilot basis and adjusted based on this experience.
particle control for 'the" 'spent fuel pool, and changes  in PM repetitive tasks to reflect     changes to equipment classification.
~~C Significant Deficiency Reporting/Corrective Actions are addressed in three ways at PVNGS: Quality Deficiency Reports (QDR)for non-hardware problems;Material Non-conformance Reports (MNCR)for hardware problems;and Corrective Action Reports (CAR)for program-matic problems.Two associated programs are the escalation and stop work programs.These programs were significantly revised or first issued in late 1989, and have been in the implementation, assessment and fine tuning stages during this year.QDRs are validated, logged, tracked, reviewed for potential reportability, verified and closed by Audits and Monitoring.
A revised QC Inspection Program was implemented in August of this year. Program enhancements include the initiation of a "Graded Approach" to inspection activities, which takes into consideration the potential safety impact for a failure or malfunction, the complexity or uniqueness of the item, the extent to which functional compliance can be demonstrated by inspection or test, the degree of standardization, and the overall quality history.
As of November 30, 1990, over 359 QDRs had been initiated over the year and all but Pt 82 had been closed out.The average closeout took 59 days, significantly below the 1990 station goal of 90 days.The MNCR program has been implemented for one year, during which time an internal assessment was made and the program revised.An MNCR can be initiated by anyone and is validated, logged, tracked, controlled, verified and closed by Quality Control.Provisions are made in the program for prompt Operations notification, engineering disposition, tagging, and conditional releases.As of November 30, 1990, 897 MNCRs had been initiated over the year.The goal of dispositioning an MNCR within 30 days was achieved for 628 of the MNCRs.There were 586 MNCRs open as of November 30, 1990, of which approximately 400 were waiting for parts, the next outage, or are in various stages of implementation', while approximately 200 had 19  
Quality Engineering has a significantly enlarged role in the inspection planning process,         including responsibilities for designating the criterion for selection of work activities to be inspected, the criteria for selecting critical, major and minor attributes, utilization of failure data trending information for inspection planning, and issuance of inspection standards.
~4 t not yet been dispositioned.
The   revised inspection program promotes more efficient use of inspection resources, while continuing to comply with applicable regulatory requirements. Similar programs have been successfully used on other nuclear   plants. The program has been implemented on 18
The CAR program was essentially unchanged for the last year.However, with the implementation of the QDR program, CARs have been used for more significant, generic or programmatic issues.There have been 25 CARs issued to date in 1990, compared to 71 at this date in 1989.11 The Escalation Program was implemented in October 1989 and was refined during 1990.Escalations are used to refocus management attention on the resolution of problems when the normal process appears not to be working as well as it should.During 1990, approximately 65 QDRs and CARs were escalated to senior management for resolution.
 
The primary reasons for escalation were (1)an acceptable response was not received within 30 days, (2)committed actions were not timely or satisfactory, or (3)other significant issues required management attention.
I
The Stop Work Program was implemented in October 1990.Although four Stop Work Notices were prepared in 1990, it was not necessary to issue any of them since in each instance the line organization took appropriate prompt action to stop work until adequate control of the affected activities was established.
,sn 4
A Commitment Management Task Force was initiated to assess and refine the control of commitments and their tracking program.The 20, I if' objective was to develop a single system to track all commitments
    ~I
~~~ranging from regulatory commitments to individual QDRs.The tracking program will also identify the commitment, its"owner," and"due dates." QA actively participates on this task force since QA commitments and QA deficiency reports are tracked on this system.QA has established a goal of performing at least one team inspection per year.The first, a Maintenance Vertical Slice Inspection, was performed in August 1989, using an outside contractor as the team lead.Although the inspection indicated that, the PVNGS Maintenance Program was being satisfactorily implemented, it identif ied needed improvements.
 
Nine (9)CARs were e issued to address concerns related to such matters as control of vendor technical manuals, EER program and procedure effectiveness, and temporary modification control procedures.
a pilot
The nine CARs were closed out during this SALP period.The second team inspection, completed in August 1990, consisted of an SSFI of the diesel generator systems using another outside contractor as team lead.The inspection concluded that, the diesel generator systems were in a satisfactory state of operational readiness; however, some concerns were noted, including:
    ~
Alarm setpoints below vendor'l'imits;t I Timeliness of corrective actions for these setpoints; Q I/
basis and adjusted based on this experience.
l Control of input data used in engineering calculations I for diesel fuel oil storage, tank volumes;and Meteorological conditions that may have exceeded HVAC heat load calculations for the diesel generators.
              ~
Resolution of these concerns is in process as QA involvement in engineering activities continue.On March 19, 1990, QA issued a CAR identifying deficiencies in the timeliness of procedure and other document changes, to implement a decision made by APS in early 1989 to revise the quality classification of the emergency lighting system to Quality Augmented (QAG).At that time, APS did not recognize that UFSAR commitments required that fire protection systems, including emergency lighting, should have been classified QAG.Corrective actions to resolve this concern are described in recent correspondence to the NRC, including the November 15, 1990, response to the Notice of Violation and Proposed Civil Penalty.The corrective actions include implementation of compensatory measures for fire protection QA deficiencies and initiation of a detailed review and revision of various aspects of the Fire Protection QA Program.By February 1991, APS will have thoroughly 0 reassessed the application of the QA Program to Fire Protection, and will submit the description of the revised Fire Protection QA 22  
C Significant Deficiency Reporting/Corrective Actions are addressed in three ways at PVNGS: Quality Deficiency Reports (QDR) for non-hardware problems; Material Non-conformance Reports (MNCR) for hardware problems; and Corrective Action Reports (CAR) for program-matic problems.       Two   associated   programs are the escalation       and stop work programs.       These programs were     significantly revised or first   issued in late 1989, and have been in the implementation, assessment   and   fine tuning stages during this year. QDRs are validated, logged, tracked, reviewed for potential reportability, verified and closed by Audits and Monitoring. As of November 30, 1990, over 359     QDRs Pt had been   initiated   over the year and     all but 82 had been     closed out.       The   average   closeout took     59 days, significantly     below the 1990     station goal of   90   days. The MNCR program has been implemented         for one year, during which time an internal assessment was made and the program revised. An MNCR can be initiated by anyone and is validated,                   logged, tracked, controlled, verified and closed by Quality Control. Provisions are made in the program for prompt Operations notification, engineering disposition, tagging, and conditional releases. As of November 30, 1990, 897 MNCRs had been initiated over the year.                 The goal of dispositioning an MNCR within 30 days was achieved for 628 of the MNCRs. There were 586 MNCRs open as of November 30, 1990, of which approximately 400 were waiting for parts, the next outage, or are in various stages of implementation', while approximately 200 had 19
,i Program to the NRC.Xn addition to the Fire Protection initiatives, a separate task force was developed (October 1990)to evaluate the extent of APS compliance with other important-to-safety QA commitments.
 
The scope of this evaluation includes equipment and activities associated with Radioactive Waste Management, Radiation Protection, Emergency Planning, Security, anticipated transient without scram, post accident monitoring, station blackout, licensing conditions, and non-safety related equipment whose failure could prevent safety functions.
~ 4 t
This evaluation is currently underway with completion scheduled for February 1991.1 Progress has been made in strengthening the QA Department and Programs;however, continued effort will be required to achieve management s expectations.
 
The following activities are being emphasized to further improve and enhance QA Programs: Full implementation of the actions resulting from the internal assessment to enhance the QA Monitoring Program;Continued implementation of the"Graded Approach" both for inspection activities and other areas of QA as well;Continued performance of internal assessments of QA U Programs to refine methods and improve effectiveness; and 23  
not yet been dispositioned.
The CAR program was   essentially unchanged for the last year.
However, with the implementation of the QDR program, CARs have been used for more significant, generic or programmatic issues.     There have been 25 CARs issued to date in 1990, compared to 71 at this date in 1989.
11 The Escalation Program was implemented in October 1989 and was refined during 1990. Escalations are used to refocus management attention on the resolution of problems when the normal process appears not to be working as well as     it should. During 1990, approximately 65 QDRs and CARs were escalated to senior management for resolution. The primary reasons for escalation were (1) an acceptable response was not received within 30 days, (2) committed actions were not timely or satisfactory, or (3) other significant issues required management attention.
The Stop Work Program was implemented   in October   1990. Although four Stop Work Notices were prepared in 1990,   it was not necessary to issue any of them since in each instance the line organization took appropriate prompt action to stop work until adequate control of the affected activities was established.
A Commitment   Management Task Force was   initiated to assess   and refine the control of commitments and their tracking program. The 20,
 
I if'
 
objective
    ~    ~
was to develop a single system to track all commitments ranging from regulatory commitments to individual QDRs.
        ~
The tracking program will also identify the commitment, its "owner,"
and "due dates." QA actively participates on this task force since QA commitments     and QA deficiency reports are tracked on this system.
QA   has   established a goal of performing at least one team inspection per year.       The first, a Maintenance Vertical Slice Inspection, was performed in August 1989, using an outside contractor as the team lead. Although the inspection indicated that, the PVNGS Maintenance Program was being satisfactorily implemented,   it identified needed improvements. Nine (9) CARs were e issued to address concerns related to such matters as control of vendor technical manuals, EER program and procedure effectiveness, and temporary modification control procedures.       The nine CARs were closed out during this SALP period. The second team inspection, completed in August 1990, consisted of an SSFI of the diesel generator systems using another outside contractor as team lead.
The inspection concluded that, the diesel generator systems were in a satisfactory     state of operational readiness; however, some concerns were noted, including:
Alarm setpoints below vendor   'l'imits; t
I Timeliness of corrective actions for these setpoints;
 
Q   I
  /
 
l Control of input data used in engineering calculations for diesel fuel oil storage, tank volumes; and I
Meteorological conditions that may have exceeded       HVAC heat load calculations for the diesel generators.
Resolution of these concerns is in process as     QA involvement in engineering activities continue.
On March 19, 1990, QA issued a CAR identifying deficiencies in the timeliness of procedure and other document changes, to implement a decision made by APS in early 1989 to revise the quality classification of the emergency lighting system to Quality Augmented (QAG). At that time, APS did not recognize that UFSAR commitments required that fire protection systems,           including emergency lighting, should have been classified QAG. Corrective actions to resolve this concern are described in recent correspondence to the NRC, including the November 15, 1990, response to the Notice of Violation and Proposed Civil Penalty.
The corrective actions include implementation of compensatory measures for fire protection QA deficiencies and initiation of a detailed review and revision of various aspects of the Fire Protection QA Program. By February 1991, APS will have thoroughly reassessed the application of the QA Program to Fire Protection, and will submit the description of the revised Fire Protection QA 0                                    22
 
,i Program to the   NRC.
Xn addition to the Fire Protection initiatives, a separate task force was developed (October 1990) to evaluate the extent of APS compliance with other important-to-safety QA commitments.             The scope of this evaluation includes equipment and activities associated with Radioactive Waste Management, Radiation Protection, Emergency Planning, Security, anticipated transient without scram, post accident monitoring, station blackout, licensing conditions, and non-safety related equipment whose failure could prevent safety functions. This evaluation is currently underway with completion scheduled   for February     1991.
1 Progress Programs; has been however, made   in strengthening the continued QA Department effort will be required to achieve and management   s expectations.     The following activities are being emphasized   to further improve     and enhance   QA Programs:
Full implementation of the actions resulting from the internal assessment to enhance the QA Monitoring Program; Continued implementation of the "Graded Approach" both for inspection activities     and other areas of QA as well; Continued   performance     of internal assessments of     QA U
Programs   to refine methods and improve effectiveness;   and 23
 
~,
~,
Completion of the development, approval, and implementation of the new QA Plan, which will be more operations oriented than the current FSAR and Operations QA Criterion Manual, and will also emphasize individual accountability at all levels of the organization.
Completion   of   the   development,   approval,   and implementation of the new QA Plan, which will be more operations oriented than the current FSAR and Operations QA Criterion Manual, and will also emphasize individual accountability at all levels of the organization.
24  
24
'1 4g'V Eg l 4 f1 MAINTENANCE SURVEILLANCE Both the Preventive Maintenance (PM)and Corrective Maintenance (CM)backlogs have been decreased significantly at PVNGS.Overdue PMs have decreased from 9.5~(November 1989)to 2.4%(November 1990).The backlog of CMs (priority 1, 2, 3 CMs greater than 90 h days old)decreased from 63.44 (November 1989)to 52.5%(November 1990).Both the PM and CM backlog percentages are currently below the respective industry medians.The ratio of preventive to total maintenance items (the percentage of PM work packages completed divided by the total PM and CM work packages completed) has shown an overall improving trend at PVNGS over the past, year.An MOV Task Action Plan was created establishing a comprehensive overall schedule for MOV testing and upgrading.
 
The scope of the h task plan includes a review of NPRDS information on MOV concerns for applicability to PVNGS, developing and maintaining an MOV Performance Trending Program, and developing further guidance for the maintenance and testing of MOVs.Significant progress has been made toward the completion of baseline testing of safety related and important-to-safety MOVs (67%completed), as well as rotor rewiring (40%completed).
'1 4g '
Calculation methods for determining 1 torque switch setpoints have been standardized and improved.Procedures have also been developed for the assembly and disassembly of MOVs.25 h f1 V v t Future actions include completion of: (1)the testing and rewiring of the remaining MOVs;(2)MOV procedure reviews and approvals; and (3)torque switch setpoint calculations required by GL 89-10.The results of this MOV Task Action Plan are expected to provide PVNGS with a more comprehensive, consistent, and technically precise MOV Maintenance and Testing Program.The MOV Task Plan is integrated into the PVNGS Business Plan.The Preventive Maintenance Task Force (PMTF)was established in April 1990, in response to an INPO recommendation that.APS review the Preventive Maintenance (PM)activities at PVNGS.The PMTF is responsible for a complete evaluation of the PVNGS PM Program and implementing necessary changes.The PMTF is evaluating the PM tasks to be performed on each component using a process similar to Reliability Centered Maintenance (RCM)concepts (which employ more analytical methods), but rely more on actual past equipment performance, maintenance history, plant experience and trends rather than theoretical analysis.Recommendations are reviewed and approved by Site Engineering and, where applicable, are compared to those made by the PVNGS RCM analyses which were completed on nine systems.Lessons learned from the comparison are used to refine the analyses.J.Systems are being evaluated to ensure that applicable and effective 26  
V Eg l
)'I h PM activities are being performed, including the Predictive
4 f1
~~~~Maintenance Programs being developed by Site Engineering (e.g., vibration monitoring, oil sampling, non-intrusive check valve inspections, thermography, megger trending, and motor operated valve diagnostic testing).I f Evaluation and approval of one system has been completed by the PMTF.Six additional systems have been evaluated, with review:and approval of the results now underway, and another system is presently being evaluated.
 
One hundred five (105)systems are scheduled to be completed by December 1991.The bases for the PM activities is being documented.
MAINTENANCE SURVEILLANCE Both the Preventive Maintenance           (PM) and Corrective Maintenance (CM) backlogs have been decreased significantly at PVNGS. Overdue PMs   have decreased     from 9.5~ (November 1989)       to   2.4%   (November 1990). The backlog   of CMs h
These bases~~~~~~~~~consist of information (vendor recommendations/regulatory requirements, PMs to be performed and basis/justification) that will support the PM program for each component.
(priority   1, 2, 3 CMs greater than     90 days old) decreased     from 63.44 (November 1989) to 52.5% (November 1990). Both the PM and   CM backlog percentages     are currently below the respective industry medians. The ratio of preventive to total maintenance items (the percentage of PM work packages completed divided by the total PM and CM work packages completed) has shown an overall improving trend at       PVNGS   over the past, year.
The bases are being documented in parallel with the system evaluation discussed above.As another PMTF initiative, the existing administrative procedures and Station Xnformation Management System (SIMS)computer programs for the control and implementation of the PM program are being revised to streamline the process and improve the program for keeping the PM bases current.The changes identified will result in improved data security and quality within the SXMS Repetitive Maintenance Data Base.They will also facilitate improved resource 27 ty d.\,b 0 utilization and closer management oversight of the effectiveness of the program.The initial changes have been identified and prioritized.
An MOV Task   Action Plan     was created establishing     a comprehensive overall schedule for     MOV testing and upgrading. The         scope   of the h
The detailed plan for their implementation is being finalized.
task plan includes     a   review of NPRDS information on         MOV   concerns for applicability to       PVNGS,   developing and maintaining an           MOV Performance Trending Program, and developing           further guidance for the maintenance and testing of MOVs. Significant progress has been made toward the completion of baseline testing of safety related and important-to-safety MOVs (67% completed), as well as rotor rewiring (40% completed).
The initial SIMS changes are scheduled to be 11 I implemented by July 1991., The initial'rocedure changes are scheduled to be completed by March 1991.The Maintenance Improvement Program includes approximately 40 tasks required to address priority maintenance issues, programs, or projects.These tasks include development of electronic control and tracking of special-use tools, standard equipment specifications for corrective maintenance, and also developing job performance objectives for a maintenance refueling team to improve outage planning, scheduling, and management.
1 Calculation methods for determining torque switch setpoints have been standardized and improved.
A Work Control Task Force was assembled in May of 1990 to perform a detailed self-assessment of the work control process, make recommendations, and ensure implementation of the required changes.The results that have been realized during this year from these E efforts include: Implementation of a-writer's guide for procedures and work orders.Implementation of a 12-week integrated schedule program for the three Units and Central Maintenance, allowing the O 28 1 k organization to plan activities (personnel, parts, schedule)12 weeks ahead.Initiation of a model work order development program was initiated (providing pre-constructed work orders for a particular job)to improve consistency in planning efforts and provide standardized guidelines for work package development.
Procedures     have also been developed             for the assembly and disassembly of   MOVs.
The maintenance goal is to pre-approve 300 such model work orders by the end of 1991.To date, eight have been approved, 65 are in the approval cycle and 155 are under development.
25
Work Control procedures were also revised to include electronic t routing of work orders and clarify tasks, responsibilities, and the line of personnel accountability.
 
The electronic routing of work orders expedites the planning and scheduling process and takes advantage of expanded and parallel work reviews to use site manpower more efficiently.
h f1 V
Parts availability for maintenance has been improved by revising'N the material requisition guidelines and utilizing the 12-week integrated schedule.A modification to the operation of the protected area warehouse, which will be fully implemented by January 1991, will allow for prestaging parts within the protected area and increase the maintenance effectiveness and productivity by reducing the time it takes'to obtain required parts'nd materials during maintenance activities.
v
29 0
 
The Maintenance Standards group will be utilized to augment the unit maintenance staff during critical needs and outages.This organizational change also fosters increased cross training between standards and line personnel.
t Future actions include completion of:
Problems were identified in the last SALP report regarding planning, scheduling, and performance of maintenance activities.
of the remaining and (3)
To effect improvement, APS has issued further procedural guidance, increased administrative controls, and implemented the 12-week integrated schedule program.'anagement continues to monitor performance to assure that these, and other initiatives described above, are having the desired effect.30 0\l RADIATION PROTECTION CHEMISTRY APS has modified the Radiation Protection and Chemistry organizations to improve performance in both areas.The RP and Chemistry groups have been separated to facilitate closer management oversight by providing a site general manager to head each discipline.
MOVs;   (2)   MOV (1) the  testing    and procedure reviews and approvals; torque switch setpoint calculations required by GL 89-10.
The Site General Managers report directly to the Vice President, Nuclear Production.
rewiring The results of this MOV Task Action Plan are expected to provide PVNGS   with   a more   comprehensive,       consistent,       and   technically precise MOV Maintenance and Testing Program.               The   MOV Task Plan is integrated into the PVNGS Business Plan.
An RP manager is assigned to each PVNGS unit.The Unit RP Managers report to the RP Operations Manager who reports to the site RP General Manager.The RP Operations Manager function is expected to enhance consistency and communications between the units.Additional changes to the RP organization include the establishment of unit RP Supervisors, unit RP Technical Coordinators, and a Radioactive Material Control Supervisor.
The Preventive Maintenance Task Force             (PMTF)   was     established in April 1990,   in response to     an INPO     recommendation that. APS review the Preventive Maintenance         (PM)   activities at     PVNGS.     The PMTF   is responsible for     a complete evaluation of the         PVNGS PM     Program and implementing necessary       changes.
The PMTF   is evaluating the       PM   tasks to be performed on each component     using   a   process     similar to Reliability Centered Maintenance   (RCM) concepts (which employ more analytical methods),
but rely more on actual past equipment performance, maintenance history, plant experience and trends rather than theoretical analysis.     Recommendations       are   reviewed     and     approved   by Site Engineering and, where applicable, are compared to those made by the PVNGS RCM analyses which were completed on nine systems.
Lessons   learned   from the     comparison       are   used     to refine the analyses.
J.
Systems are being evaluated       to ensure that applicable           and effective 26
 
)
  'I h
 
PM   activities
          ~ ~  ~
are   being performed,         including the Predictive Maintenance Programs being developed by Site Engineering (e.g.,
  ~
vibration monitoring, oil sampling, non-intrusive check valve inspections, thermography, megger trending, and motor operated valve diagnostic testing).               I f
Evaluation and approval of one system has been completed by the PMTF. Six additional systems have been evaluated, with review:and approval of the results now underway, and another system is presently being evaluated.             One hundred five (105) systems are scheduled to be completed by December 1991.
The bases     for the   PM activities is
                                    ~      ~
being documented.
                                                  ~
                                                                    ~  These bases consist       of   information
                    ~          ~
(vendor       recommendations/regulatory requirements,     PMs   to be performed and         basis/justification) that
                                                          ~          ~  ~
will support     the   PM   program   for   each component.       The bases   are being documented in         parallel with the       system evaluation discussed above.
As   another   PMTF   initiative,   the existing administrative procedures and   Station Xnformation Management System (SIMS) computer programs for the control and implementation of the PM program are being revised to streamline the process and improve the program for keeping the PM bases current. The changes identified will result in improved data security and quality within the SXMS Repetitive Maintenance Data Base. They will also facilitate improved resource 27
 
ty
,b
: d. \
 
utilization 0
and closer   management     oversight of the effectiveness of the program.       The initial   changes       have been     identified and prioritized. The detailed plan for their implementation is being finalized.     The   initial   SIMS     changes     are 11 scheduled   to be initial'rocedure I
implemented   by July 1991.     , The                               changes   are scheduled to be completed by March 1991.
The Maintenance Improvement Program         includes approximately 40 tasks required to address priority       maintenance issues, programs, or projects. These tasks include development of electronic control and   tracking of special-use                 tools,     standard     equipment specifications for corrective maintenance, and also developing job performance objectives for a maintenance refueling team to improve outage planning, scheduling, and management.
A Work Control Task Force was assembled in May of 1990 to perform a detailed self-assessment of the work control process, make recommendations,   and ensure implementation         of the required changes.
The results that   have been   realized during this year from these E
efforts include:
Implementation of   a -writer's guide for procedures             and work orders.
Implementation of   a 12-week   integrated schedule program for the three   Units and     Central Maintenance, allowing the O                                     28
 
1 k
 
organization to plan activities (personnel, parts, schedule) 12 weeks ahead.
Initiation of a model work order development program was initiated (providing pre-constructed work orders for a particular job) to improve consistency   in planning efforts and provide standardized guidelines for work package development.
The maintenance goal is to pre-approve 300 such model work orders by the end of 1991. To date, eight have been approved, 65 are in the approval cycle and 155 are under development.
t Work Control procedures were also revised to include electronic routing of work orders and clarify tasks, responsibilities, and the line of personnel accountability.     The electronic routing of work orders expedites   the planning and scheduling process and takes advantage   of expanded and parallel work reviews to use site manpower more   efficiently.
Parts availability for   maintenance   has been improved by   revising the material requisition guidelines       and utilizing
                                                        'N the 12-week integrated schedule.     A   modification to the operation of the protected area warehouse, which will be fully implemented by January 1991, will allow for prestaging parts within the protected area and increase the maintenance effectiveness and productivity by reducing the time       it takes 'to obtain required parts'nd materials during maintenance activities.
29
 
0 The Maintenance   Standards group   will be utilized to augment the unit maintenance   staff during critical needs and outages. This organizational change also fosters increased cross training between standards and   line personnel.
Problems   were   identified in the last     SALP report regarding planning, scheduling, and performance of maintenance activities.
To effect improvement, APS has issued further procedural guidance, increased administrative controls, and implemented the 12-week integrated schedule program. 'anagement continues to monitor performance to assure that these, and other initiatives described above, are having the desired   effect.
30
 
0
\l
 
RADIATION PROTECTION CHEMISTRY APS   has   modified the Radiation Protection and Chemistry organizations to improve performance in both areas.           The RP and Chemistry groups have been separated             to facilitate closer management   oversight by providing a site general manager to head each discipline. The Site General Managers report directly to the Vice President, Nuclear Production. An RP manager is assigned to each PVNGS unit. The Unit RP Managers report to the RP Operations Manager who reports to the site RP General Manager.               The RP Operations Manager function is expected to enhance consistency and communications between the units.         Additional changes to the RP organization include the establishment of unit RP Supervisors, unit RP Technical Coordinators,       and a Radioactive Material Control Supervisor.
Radiation Protection:
Radiation Protection:
The PVNGS Radiation Protection (RP)Program has been implemented safely and adequately in 1990.Several indicators show that changes made in the RP area are having an effect.Contamination events have decreased from an average of 235 events per unit in 1989 to a projected 137 events per unit in 1990 (Unit 1, 160;Unit 2, 202;and Unit 3, 50).The 1990 total is thus expected to be significantly lower than the INPO 1989 industry average of 163 events per unit.The number of Unit 1 personnel contaminations is projected to be approximately one-half of its best.previous yearly 31 0 1~'
The PVNGS   Radiation Protection   (RP) Program has been implemented safely   and   adequately in 1990.     Several   indicators show that changes made in the RP area are having an effect.           Contamination events have decreased from an average of 235 events per unit in 1989 to a projected 137 events per unit in 1990 (Unit 1, 160; Unit 2, 202; and Unit 3, 50). The 1990 total is thus expected to be significantly lower than the INPO 1989 industry average of 163 events per unit. The number of Unit 1 personnel contaminations is projected to be approximately one-half of its best. previous yearly 31
Occupational radiation exposure has decreased from an'verage of 223 man-rem per unit in 1989 to a projected 169 man-rem per unit in 1990 (projected unit totals are: Unit 1, 163;Unit 2, 323;and Unit 3, 21).The 1990 total, as well as the 1989 total,'ould place PVNGS well within the INPO 1987-1989 industry average best quartile of 238 man-rem per unit.The improvement at PVNGS over the 1989 total must be attributed in part to the reduction in outage time in 1990.The volume of radioactive waste generated decreased from an average of 12,142 cubic feet per unit in 1989 to a projected 7,621 cubic feet per unit in 1990.This is higher than the INPO 1989 industry average of 7,133'cubic feet, per unit;however, if corrected for a zero release site (no liquid releases), PVNGS would be approximately 184 below this average.To achieve further decreases in the volume of radioactive waste generated, a Radioactive Waste Minimization Task Team was created and is currently addressing this issue.There is a variation in the RP indicators among the three units;however, operating history has a major impact on this data.Unit 1 RP dealt with an average of 200 outage days per year from 1987 to 1989 and over 100 days of unplanned outages in 1990.This directly affects the number of maintenance-related man-hours and, 4 32 I pl t herefore, increases personnel exposure, personnel contaminations, and radioactive waste generated.
 
Unit 1 RP performance, although in need of increased management attention,approached its best year in terms of radiation exposure.I I The long outages of 1989 and 1990, coupled with the length and uncertainty of the RP reorganization,,appear to have had a negative', impact on the morale of RP personnel.
0 1
This has been manifested in communication problems within the RP organization, as well as an increase in the number of employee concerns.The addition of the RP Operations Manager, other key RP personnel changes, and the recent period of consistent power operations are expected to improve morale and re-establish good teamwork and communications t within the RP organization.
~'
APS management is monitoring this area closely to assure that necessary improvements are realized.Management attention to the RP Program was intensified during the past year.The site RP General Manager attends daily staff meetings with the Vice President, Nuclear Production, where radiological problems or concerns are discussed.
 
The RP General Manager also conducts a series of update meetings each quarter in which he meets with the site RP staff in small groups in an open-forum meeting format.The ALARA committee has been restructured to include permanent members at a higher level of management to ensure that ALARA 33 C li 4 N e concerns receive appropriate attention.
Occupational radiation exposure has decreased         from an'verage   of 223 man-rem   per unit in 1989 to a projected 169 man-rem per unit in 1990 (projected unit totals are: Unit 1, 163; Unit 2, 323; and Unit 3, 21). The 1990 total, as well as the 1989 total,'ould place PVNGS well within the INPO 1987-1989 industry average best quartile of   238 man-rem per unit. The improvement   at PVNGS over the 1989   total must be   attributed in part to the reduction in outage time   in 1990.
In addition, the Corporate Assessment Group, discussed above in the Safety Assessment/Quality Verification (SA/QV)section, includes a line manager from the RP organization, on loan to this group to provide RP Program oversight functions.
The volume   of radioactive waste generated decreased from an average of 12,142 cubic feet per unit in 1989 to a projected 7,621 cubic feet per unit in 1990. This is higher than the INPO 1989 industry average of 7,133 'cubic feet, per unit; however, if corrected for a zero   release     site   (no   liquid releases),       PVNGS   would   be approximately 184 below   this average. To achieve   further decreases in the volume   of radioactive waste generated, a Radioactive Waste Minimization Task Team was created and is currently addressing this issue.
The RP organization and organizational responsibilities have been modified to promote a more active RP role in work planning and outage management.
There is a variation in the RP indicators among the three units; however, operating history has a major impact on this data. Unit 1 RP dealt with an average of 200 outage days per year from 1987 to 1989 and over 100 days of unplanned outages in 1990. This directly affects the number of maintenance-related man-hours and, 4
Unit RP ALARA/Work Control Supervisors interface directly with the work control/outage planning groups to screen RP tasks for priority/applicability.
32
Staff qualifications also have been improved;the RP staff currently includes four certified health physicists, two of whom have held Senior Reactor t Operator Licenses and another who is a National Voluntary Laboratory Accreditation Program (NVLAP)Assessor.RP training has been improved as shown by the following examples: Training content has been enhanced based on feedback from the units.Academic training has been developed and is being implemented for new hires.0 Hands-on laboratory training has been developed and..is I being implemented for RP count room equipment and being 34  
 
~,  
I pl
, finalized for the Radiological Records and Access Control System (RRACS).Hot Particle Training was developed and implemented.
 
A more detailed On-The-Job-Training (OTJT)Program for RP personnel has been developed and is being implemented.
therefore, increases personnel exposure, personnel contaminations, and radioactive waste generated.       Unit 1 RP performance, although in need of increased management attention,approached its best year in terms of radiation exposure.
Personnel training at the Instrument Calibration Facility is being enhanced.(Source custodian training is in progr'ess.)
I I
4 After-hours instruction and counseling was provided for RP personnel preparing to take this year's National Registry of Radiation Protection Technologists (NRRPT)examination.
The long outages of 1989 and 1990, coupled with the length and uncertainty of the RP reorganization,,appear to have had a negative   ',
APS management emphasis on continuing education was responsible, in part, for 36 RP personnel taking the 1990 NRRPT examination while 9 RP personnel took the 1989 NRRPT examination.
impact on the morale of RP personnel. This has been manifested in communication problems   within the RP organization, as well as an increase in the number   of employee concerns. The addition of the RP Operations Manager,   other key RP personnel changes, and the t
Other RP Programs and improvements include: r The Radiological Controlled Area (RCA)ingress and egress methods have been standardized among the units for ease of use and familiarity.
recent period of consistent power operations are expected to improve morale and re-establish     good teamwork and communications within the RP organization. APS management is monitoring this area closely to assure that necessary improvements are realized.
e 35 li 4 The Cobalt Reduction Program has begun locating the cobalt bearing components within plant systems.A Quality Circles Task Team was assembled to reduce the frequency of personnel contaminations at PVNGS.The Task Team, consisting of personnel from a range of disciplines, including RP, Central Maintenance, and RP Technical Support made a number of recommendations which are in the process of implementation.
Management attention to the   RP Program was   intensified during the past year. The   site RP General Manager attends daily staff meetings   with the Vice President, Nuclear Production, where radiological problems or concerns are discussed. The RP General Manager also conducts a series of update meetings each quarter in which he meets with the site RP staff in small groups in an open-forum meeting format.
The ALARA committee     has been restructured to include permanent members at a higher level of management to ensure that ALARA 33
 
C li 4
N e
 
concerns receive appropriate     attention. In addition, the Corporate Assessment Group,   discussed above in the Safety Assessment/Quality Verification   (SA/QV)   section, includes   a line manager from the RP organization,   on loan to this group to provide   RP Program oversight functions.
The RP   organization and organizational responsibilities have been modified to promote a more active RP role in work planning and outage management.         Unit RP ALARA/Work Control Supervisors interface directly with the work control/outage planning groups to screen RP tasks for priority/applicability. Staff qualifications t
also have been improved; the RP staff currently includes four certified health physicists, two of whom have held Senior Reactor Operator Licenses and another who is a National Voluntary Laboratory Accreditation Program (NVLAP) Assessor.
RP training has been improved as shown by the       following examples:
Training content has   been enhanced based on feedback from the units.
Academic   training has been developed       and   is being implemented for new hires.
Hands-on   laboratory training has     been developed and..is I
being implemented     for RP count room equipment and being 0                                      34
 
~,
,             finalized for the Radiological System (RRACS)   .
Records and Access Control Hot Particle Training   was developed and implemented.
A more   detailed On-The-Job-Training     (OTJT) Program for RP personnel has been developed and is being implemented.
Personnel   training at the Instrument Calibration Facility is being enhanced.     (Source custodian training is in progr'ess.)
4 After-hours instruction and counseling was provided for RP personnel     preparing to take this year's National Registry of Radiation Protection Technologists (NRRPT) examination.       APS management   emphasis on continuing education was responsible, in part, for 36 RP personnel taking the 1990 NRRPT examination while 9 RP personnel took the 1989 NRRPT examination.
Other RP Programs and improvements     include:
r The Radiological Controlled Area     (RCA) ingress and egress methods have been standardized among the     units for ease of use and familiarity.
e                                     35
 
li 4 The Cobalt Reduction Program has begun     locating the cobalt bearing components within plant systems.
A Quality Circles Task Team was assembled to reduce the frequency of personnel contaminations at PVNGS.         The Task Team, consisting of personnel from a range of disciplines, including RP, Central Maintenance, and RP Technical Support made a number of recommendations which are in the process of implementation.
Chemistry:
Chemistry:
During the past year, APS has undertaken a major effort to upgrade t the secondary plant on-line chemistry analyzers.
t During the past year,   APS has undertaken a major effort to upgrade the secondary plant on-line chemistry analyzers.       Monitors on the steam generator blowdown and downcomer     lines have been upgraded to include on-line sampling for sodium and cation conductivity, and a computer based     data storage and retrieval system for the associated new equipment has been provided. New chart recorders have been .installed at the blowdown and condensate demineralizers, and on-line sampling equipment is being replaced in order to ensure proper functioning of the recorders.         The temperature control system for the laboratory sample racks has been modified to enhance its effectiveness. The cold labs are scheduled to be remodeled during the next refueling outage for each unit to install new panels and analyzers including an on-line ion chromatograph.
Monitors on the steam generator blowdown and downcomer lines have been upgraded to include on-line sampling for sodium and cation conductivity, and a computer based data storage and retrieval system for the associated new equipment has been provided.New chart recorders have been.installed at the blowdown and condensate demineralizers, and on-line sampling equipment is being replaced in order to ensure proper functioning of the recorders.
Problems with intrusion of anion     and cation impurities have   been 36
The temperature control system for the laboratory sample racks has been modified to enhance its effectiveness.
The cold labs are scheduled to be remodeled during the next refueling outage for each unit to install new panels and analyzers including an on-line ion chromatograph.
Problems with intrusion of anion and cation impurities have been 36 l P k reduced but are still under investigation.
Currently, a task force consisting of Unit Chemistry, Chemistry Technical Services, 1 Engineering, Operations, and Operations Standards meets on a weekly basis to resolve issues associated with the condensate C demineralizers.
11 Changes also have been made to improve the performance, of the Radiation Monitoring System (RMS).A site RMS/effluent supervisor position has been filled, along with Unit RMS/effluent supervisors and technicians.
In addition, a group dedicated solely to RMS maintenance has been created and is currently being staffed.The RMS Technician Training Program has been upgraded and implemented and now includes a 13 week class followed by on-the-job (field)training, which mirrors the accredited chemistry training program.While several RMS design changes have been implemented, several others are required and have been scheduled in order to maintain'MS availability as high as possible.The total availability (functional and on-line)of all radiation monitors has improved from 804 in February 1990, to approximately 95-1004 in October 1990.The current technique for calculating availability, uses a daily"snapshot";
however, the site RMS group is developing more precise techniques to trend the percentage availability of all Technical Specification and Non-Technical Specification monitors.While the number of RMS induced reportable events has been reduced 37 k f t from 11 in 1989 to 4 thus far in 1990 (and has consistently trended downward from 1985), the number of special reports has increased this year.As maintenance/surveillance activities for RMS have become more frequent and aggressive, the number of special reports submitted by PVNGS increased because the maintenance activities often could not be completed within the 72-hour action statements.
In addition, there were more monitors subject to surveillance this year due to the increased operability of the units.The problems with maintaining nitrogen overpressure in the Steam Generators, first identified by the NRC during the diagnostic evaluation, did not receive sufficiently prompt attention.
The reorganization described above;however, should provide a more open~~~~~~~~line of communication and increased management involvement in the Chemistry Program.Other areas for improvement and future challenges include completing the design changes for radiation monitors, completing the effluent procedure upgrades before December 31, 1990, and maintaining or improving a chemistry performance index (relative indicator of overall systems impurities) of 0.18 in 1991.38 L I f*S SECURITY The Security initiatives taken this year have resulted in measurable improvements.
For example, security compensatory manhours have decreased from 4,605 in January 1990, to 606 in November 1990.The one-hour reportable events have decreased from six during 1989 (system and human error)to three through November 30, 1990.However, the 24-hour loggable events (system and human error)have increased from 412 in 1989 to 422 through November 30, 1990.This is due, in part, to implementing more conservative reporting/logging criteria than was used in 1989.Further attention is required;however, to effect a reduction in the number t of 24-hour loggable events.To strengthen the Security Program, APS took the following actions during the past year: Xn January 1990, the position of Manager, Security, was filled with an individual with more than 19 years of security and law enforcement experience and nine years\experience managing successful security programs at various nuclear utilities.
The Security Department was reorganized in early 1990, by separating it into Operations, Training and Support, Compliance, Badging and Access Control, and Administration and Maintenance.
The reorganization identifies more clearly responsibilities and 39 tt*t l*tt t t'l I 1)l accountabilities at a senior and supervisory level, with well defined reporting relationships to the new manager.The Central Processing Facility which became operational in April 1990, has improved control of processing and exiting site personnel, and improved processing efficiency.
The typical processing time for new personnel has been reduced from 21 days in 1989 to five to seven days in 1990.APS now performs background screening investigations, I instead of relying on an outside contractor.
In-house screening minimizes the potential for screening errors and also provides a higher degree of assurance that processing is performed in accordance with regulatory requirements and PVNGS commitments to the NRC.Actions to improve intra-department communication include a manager's suggestion box;expanded shift visits by Security supervisors; weekly department bulletins, more frequent meetings among Corporate Security, Security contractors, supervisors and department personnel, and initiation of a department team building project.Effective communication and attention to morale concerns will continue to be a focus of management attention in 1991.40 r z L,!v 0 An on-,going Security Incident Review Committee was established to perform incident evaluations and root cause analyses.These assessments are formally documented and identify required Corrective Actions.As a result of these enhancements, the number of door alarms and human errors have decreased.
A site-wide Security Awareness Program has been implemented to further reduce human errors, which is one of the primary objectives of the Security organization.
A program has been initiated to qualify Palo Verde support area Security contractors for duty in the protected and vital areas.Currently, approximately half of the support area security contractor personnel are nuclear qualified and rotated approximately every 60 days from the support area to the protected area to maintain proficiency.
As a result, they are available as a ready reserve for unplanned outages and other contingencies.
This program is scheduled to be fully implemented by the end of December, 1990.A program was undertaken to broaden Security force knowledge of nuclear industry security practices through plant visits, seminars, and training.This included 41 Security personnel participating in'0 hours of 41
<<1 supervisory training, as well as contracting an, industry leader for conducting quarterly Design Basis Threat Drills.J To strengthen the escort, Vital Area and Positive Access l Control Programs, APS has delineated escort responsibilities through site ,bulletins, ll revisions, and monthly unit manager meetings procedural Special identification is issued to escorts regarding responsibilities while escorting visitors in the protected and vital areas.APS has also implemented a more effective Access Control Program requiring one entry per key card transaction when entering the protected/
vital areas.A policy of pay incentives for physical agilities, weapon qualification and Designated Armed Response Team (DART)participation has also been implemented.
During 1990, APS engaged a security contract company (Protection Technologies) with previous successful nuclear experience to supplement the proprietary guard force.Protection Technologies turnover rate to date is'%versus 13.54 by the previous contractor in 1990.A change in security force shifts from 12.5 hours to 8.3 hours has contributed to a reduction of overtime (30.5>during January 1990 versus 7.7w during November 1990).The 1990 attrition 42 KV P.rate for members of both the proprietary and non-proprietary guard force has been reduced from 5%and 604, respectively, in 1989 to 3.5>and 34 to date in 1990.Improvements to the Closed Circuit Television (CCTV)system include: An additional monitor was installed in both the Central, Alarm Station (CAS)and the Secondary Alarm Station (SAS)to allow operators to view two simultaneous alarms.Preventive Maintenance tasks for the security cameras have also been enhanced, resulting in significantly improved CCTV performance.
A long term security system upgrade was begun to replace cameras, realign the security fence, and balance the security lighting (this upgrade is expected to be completed in 1992).The security procedure that provides operability requirements for the cameras was enhanced by the addition of camera image/quality criteria.To reduce the number of spurious perimeter alarms an improved technique was adopted for microwave alignment, utilizing a LASER 43


e device in boresighting; comprehensive microwave bench calibration and field alignment procedures were developed to standardize field setups;and performance and test criteria for microwave equipment were established.
l P
These efforts reduced the 1990 perimeter alarm rate (for a 10 month average)to 1.9 alarms/zone/day from the rate of 3.56 over the same period in 1989.A plan was also developed and implemented in September 1990, to reduce the number of spurious intrusion and tamper alarms.The initial results have shown a decrease in alarms;however, it is too soon to assess this program for effectiveness.
k
Other equipment improvements included microwave equipment upgrades to the=-newest revisions, camera housing upgrades for better environmental protection, and the cardreader assembly upgrades to eliminate reading errors.Additional cardreaders were installed to facilitate meeting emergency assembly and accountability requirements.
A comprehensive computer system performance monitoring package was developed to aid troubleshooting and assess system performance.
Software changes were made to eliminate opportunities for human error and improve on past, corrective actions for the access control computer.Hardened chains and padlocks were installed to address the vulnerabilities of the personnel access hatches to containment.
Finally, the planned upgrade for the roll-up door for Unit 1, which was discussed in the 1989 SALP report, was completed, as was the installation of a shade tarp over the south sallyport.
44 4>It A comprehensive Preventive Maintenance Program for'ecurity equipment has been implemented this past year, and has resulted in improved equipment reliability.
Maintenance teams responsible for specific areas of security equipment were established, a comprehensive qualification and training program was initiated for security equipment maintenance technicians, and work scope was evaluated and adjusted to include only security system related tasks.Maintenance procedures, including Preventive Maintenance tasks, associated with Security were reviewed and rewritten and new model work instructions were implemented.
Maintenance activities relating to Security included completion of a computer development system and equipment test stands for all system~~~~~~~~~~~equipment.
Timely identification and resolution of technical issues, as well as aggressive resolution of maintenance issues, have been reflected in the improving trend in security compensatory man-hours as well.Training enhancements that have been realized this SALP period, include more frequent drills on design basis threats, the DART program, classes on hostage negotiation, Security Supervisor Training (40 hours of classes), qualification and training program for maintenance technicians, and participation with the local law enforcement agency and the U.S.military in joint exercises.
APS has designated a single point-of-contact within Security for 45


d aily work planning within the units to assure that there is timely review of the potential security implications of planned temporary modifications and implementation of any necessary security compensatory measures.Many of the Security improvements described above were reviewed during the recent NRC unannounced inspection (August 1990), during which all but one outstanding inspection item was closed and improvements were identified in the reliability and quality of passive and active security equipment.
reduced but are  still under  investigation. Currently,  a task force consisting    of Unit Chemistry,        Chemistry    Technical Services, 1
46 I'I b wl Ip~'t lp tl ENGINEERING TECHNICAL SUPPORT coordination between the Nuclear r cal, Su ort Departments, APS has To improve teamwork and Engineering and Site Techni pp realigned reporting relationships.
Engineering, Operations, and Operations Standards meets on a weekly basis to resolve issues            associated      with the condensate C
The Vice President, Nuclear I Engineering and Construction, is now responsible for all II engineering departments, including Site Technical Support, Nuclear Engineering and Support Services, and Site Nuclear Engineering and'onstruction.
demineralizers.
Having a single officer responsible for all engineering groups is expected to improve the efficiency and effectiveness of technical support of PVNGS operations.
11 Changes  also have been made to improve the performance, of the Radiation Monitoring System (RMS). A site RMS/effluent supervisor position has been filled, along with Unit RMS/effluent supervisors and technicians.      In addition, a group dedicated solely to RMS maintenance has been created and is currently being staffed. The RMS Technician Training Program has been upgraded and implemented and now includes a 13 week class followed by on-the-job (field) training, which mirrors the accredited chemistry training          program.
Technical Support~~k The position of Director, Site Technical Support, was filled in April 1990, by an individual with over 20 years experience in the nuclear industry and extensive experience in technical management.
While several    RMS  design changes    have been implemented,                several others are required and have been scheduled in order to            maintain'MS availability as high as possible. The total availability (functional and on-line) of all radiation monitors has improved from 804    in February  1990,  to approximately 95-1004 in October 1990. The  current technique for calculating availability, uses a daily "snapshot";    however, the    site  RMS  group  is developing            more precise techniques to trend the percentage availability of all Technical Specification and Non-Technical Specification monitors.
Under the Director are managers of: Systems Engineering; Component and Specialty Engineering; Operations Engineering; and Operations Computer Systems.The division of responsibilities between Systems Engineering and Component Engineering is intended to make more efficient use of PVNGS technical resources.
While the number of    RMS induced reportable events has been reduced 37
Systems Engineering focuses on system availability and overall system performance.
 
The systems engineer is responsible for monitoring system performance and identifying actions that should be taken to assure high system reliability and 47  
k f t
 
from 11  in 1989  to  4  thus  far in  1990 (and has consistently trended downward from 1985),        the number    of special reports has increased this year. As maintenance/surveillance activities for RMS have become more frequent and aggressive, the number of special reports submitted by PVNGS increased because the maintenance activities often could not be completed within the 72-hour action statements.
In addition, there were more monitors subject to surveillance this year due to the increased operability of the units.
The problems    with maintaining nitrogen overpressure in the Steam Generators, first identified by the NRC during the diagnostic evaluation, did not receive sufficiently prompt attention. The reorganization described above; however, should provide a more open
        ~    ~            ~
line of communication and increased management involvement in the
  ~              ~    ~
Chemistry Program.
    ~
                      ~
Other  areas    for    improvement      and  future challenges include completing the design changes          for radiation monitors, completing the effluent procedure          upgrades    before December  31,  1990,  and maintaining or improving          a  chemistry performance index (relative indicator of overall        systems  impurities) of 0.18 in 1991.
38
 
L I
f S
 
SECURITY The  Security    initiatives  taken  this year    have  resulted  in measurable  improvements.      For example,  security compensatory manhours have decreased from 4,605 in January 1990, to 606 in November 1990. The one-hour reportable events have decreased from six during 1989 (system and human error) to three through November 30, 1990. However, the 24-hour loggable events      (system and human error) have increased from 412 in 1989 to 422 through November 30, 1990. This is due, in part, to implementing more conservative reporting/logging criteria than was used in 1989.                Further t
attention is required; however, to effect a reduction in the number of 24-hour loggable events. To strengthen the Security Program, APS took the following actions during the past year:
Xn  January 1990, the position of Manager, Security, was filled  with an individual with more than 19 years of security and law enforcement experience and nine years
                                                              \
experience managing successful security programs at various nuclear utilities.
The  Security Department was reorganized in early 1990, by separating  it  into Operations, Training and Support, Compliance,      Badging    and    Access    Control,    and Administration and Maintenance.        The reorganization identifies      more    clearly    responsibilities      and 39
 
tt
*t  l
*tt tt
        'l I 1
      )l
 
accountabilities at a senior and supervisory level, with well defined reporting relationships to the new manager.
The  Central Processing  Facility which  became operational in April 1990, has improved control of processing and exiting site personnel,          and    improved processing efficiency.      The typical processing        time for new personnel has been reduced from 21 days in 1989 to five to seven days in 1990.
APS  now performs background    screening investigations, I
instead of relying on an outside contractor. In-house screening minimizes the potential for screening errors and  also provides a higher degree of assurance that processing is performed in accordance with regulatory requirements and PVNGS commitments to the NRC.
Actions to improve intra-department communication include a manager's    suggestion box; expanded shift visits by Security supervisors; weekly department bulletins, more frequent meetings among Corporate Security, Security contractors, supervisors and department personnel, and initiation of    a  department    team  building project.
Effective communication and attention to morale concerns will continue to be a focus of management attention in 1991.
40
 
r z L,! v 0
 
An  on-,going    Security    Incident Review Committee was established to perform incident evaluations and root cause    analyses.      These    assessments  are formally documented and identify required Corrective Actions. As a result of these enhancements, the number of door alarms and human errors have decreased.          A site-wide Security Awareness Program has been implemented to further reduce human errors, which is one of the primary objectives of the Security organization.
A  program    has  been  initiated to qualify Palo Verde support    area  Security contractors for duty in the protected and    vital areas. Currently, approximately half of the support area security contractor personnel are nuclear qualified and rotated approximately every 60 days from the support area to the protected area to maintain proficiency. As a result, they are available as a ready reserve for unplanned outages and other contingencies.
This program is scheduled to be fully implemented by the end  of December, 1990.
A  program    was  undertaken    to broaden Security force knowledge of nuclear industry security practices through plant visits, seminars, and training. This included 41 Security personnel participating in '0 hours of 41
 
<<1 supervisory training, as well as contracting an, industry leader for conducting quarterly Design Basis Threat Drills.
J To strengthen the escort, Vital Area and Positive Access l
Control    Programs,      APS    has    delineated      escort responsibilities    throughll  site ,bulletins, procedural revisions,  and monthly    unit manager meetings        Special identification is issued to escorts regarding responsibilities while escorting visitors in the protected and    vital  areas. APS  has also implemented a more  effective  Access Control Program    requiring one entry per key card transaction when        entering the protected/
vital areas.
A policy of pay incentives for physical agilities,        weapon qualification and Designated Armed Response Team          (DART) participation has also been implemented.
During 1990,  APS  engaged  a security contract      company  (Protection Technologies) with previous successful nuclear experience to supplement the proprietary guard force. Protection Technologies turnover rate to date is'% versus 13.54 by the previous contractor in 1990. A change in security force shifts from 12.5 hours to 8.3 hours has contributed to a reduction of overtime (30.5> during January 1990 versus 7.7w during November 1990).        The 1990  attrition 42
 
KV P.
rate for members of both the proprietary and non-proprietary guard force has been reduced from 5% and 604, respectively, in 1989 to 3.5> and 34 to date in 1990.
Improvements  to the Closed Circuit Television            (CCTV)  system include:
An  additional monitor was installed in both the Central, Alarm Station (CAS) and the Secondary Alarm Station (SAS) to allow operators to view two simultaneous alarms.
Preventive Maintenance tasks for the security cameras have  also been    enhanced,    resulting in significantly improved  CCTV performance.
A  long term security system upgrade was begun to replace cameras, realign the security fence, and balance the security lighting (this upgrade          is  expected    to  be completed in 1992).
The    security  procedure    that    provides    operability requirements  for the  cameras was enhanced by the    addition of  camera  image/quality  criteria.
To reduce  the number of spurious perimeter alarms an improved technique was adopted for microwave alignment, utilizing a LASER 43
 
e device in boresighting; comprehensive microwave bench calibration and field alignment procedures were developed to standardize field setups; and performance and test    criteria for  microwave equipment were established. These  efforts  reduced the 1990 perimeter alarm rate (for a 10 month average) to 1.9 alarms/zone/day from the rate of 3.56 over the same period in 1989. A plan was also developed and implemented in September 1990, to reduce the number of spurious intrusion and tamper alarms. The initial results have shown a decrease in alarms; however, it is too soon to assess this program for effectiveness.
Other equipment improvements included microwave equipment upgrades to the newest revisions, camera housing upgrades for better
          =-
environmental protection, and the cardreader assembly upgrades to eliminate reading errors. Additional cardreaders were installed to facilitate meeting emergency assembly and accountability requirements.      A  comprehensive    computer  system  performance monitoring package  was developed  to aid troubleshooting and assess system performance.      Software changes were made to eliminate opportunities for human error and improve on past, corrective actions for the access control computer.          Hardened chains and padlocks were installed to address the vulnerabilities of the personnel access hatches to containment.        Finally, the planned upgrade for the roll-up door for Unit 1, which was discussed in the 1989 SALP report, was completed, as was the installation of a shade tarp over the south sallyport.
44
 
4
>It
 
A  comprehensive    Preventive          Maintenance      Program  for 'ecurity equipment has been implemented            this past year,      and has resulted in improved equipment    reliability.          Maintenance teams responsible for specific    areas    of security          equipment were established,            a comprehensive    qualification        and  training    program was  initiated for security equipment maintenance technicians, and work scope was evaluated and adjusted to include only security system related tasks. Maintenance procedures, including Preventive Maintenance tasks, associated with Security were reviewed and rewritten and new model work instructions                were implemented.          Maintenance activities relating to Security included completion of a computer development    system    and    equipment
                                        ~
test    stands  for all    system equipment.
    ~
          ~    Timely
                  ~
identification
                          ~      ~  ~    ~
and  resolution of technical issues, as well as aggressive resolution of maintenance issues,
~                                  ~                ~
have been reflected in the improving trend in security compensatory man-hours as well.
Training enhancements that have been realized this SALP period, include more frequent drills on design basis threats, the DART program, classes on hostage negotiation, Security Supervisor Training (40 hours of classes), qualification and training program for maintenance technicians, and participation with the local law enforcement agency and the U. S. military in joint exercises.
APS  has designated    a    single point-of-contact within Security for 45
 
d aily work planning within the units to assure that there is timely review of the potential security implications of planned temporary modifications and implementation of any necessary security compensatory measures.
Many of the Security improvements described   above were reviewed during the recent NRC unannounced inspection (August 1990), during which all but one outstanding inspection item was closed and improvements were identified in the reliability and quality of passive and active security equipment.
46
 
I'I b
wl Ip
~ 't lp tl
 
ENGINEERING TECHNICAL SUPPORT To    improve  teamwork    and  coordination     between   the     Nuclear r
Engineering    and    Site Techni cal, Su pp ort Departments,     APS has realigned reporting relationships.           The Vice President, Nuclear I
Engineering and Construction, II is now responsible for all engineering departments, including Site Technical Support, Nuclear Engineering and Support Services, and Site Nuclear Engineering and Having a single officer responsible for all             'onstruction.
engineering groups is expected to improve the efficiency and effectiveness of technical support of PVNGS operations.
Technical Support position of Director, Site Technical Support, was filled in k
                                            ~
The April 1990, by an individual with over 20 years experience in the
    ~
nuclear industry and extensive experience in technical management.
Under the Director are managers of: Systems Engineering; Component and Specialty Engineering; Operations Engineering; and Operations Computer Systems.
The   division of responsibilities between Systems Engineering and Component Engineering is intended to make more efficient use of PVNGS   technical resources. Systems Engineering focuses on system availability and overall system performance. The systems engineer is responsible for monitoring system performance and identifying actions that should be taken to assure high system reliability and 47


availability.
availability.
He monitors the activities affecting his assigned~~~~~systems to assure that the systems continue to meet design requirements, and maintains overall cognizance of system operation and maintenance.
    ~    ~ ~
The Component Engineers are maintenance oriented experts on specific components or equipment and the processes th'at support component operation (e.g., valve packing, pump seals).The Component Engineer assures that assigned components are properly maintained by providing component-specific expertise to the System Engineer and Maintenance Personnel.
                ~  He monitors the activities affecting his assigned
Component Engineering also monitors equipment performance and maintenance practices and addresses component performance issues across system boundaries.
                          ~
The new roles of Component and System Engineering have been established to promote a more thorough analysis of component/
systems to assure that the systems continue to meet design requirements, and maintains overall cognizance of system operation and maintenance.     The Component Engineers are maintenance oriented experts on specific components or equipment and the processes th'at support component operation (e.g., valve packing, pump seals). The Component Engineer assures that assigned components are properly maintained by providing component-specific expertise to the System Engineer and Maintenance Personnel.           Component Engineering also monitors     equipment   performance   and   maintenance   practices and addresses   component performance issues across system boundaries.
systems issues.This restructuring has already shown improved technical support effectiveness.
The   new roles of Component and System Engineering have been established to promote a more thorough analysis of component/
Examples include: Development of a new Control Element Drive Mechanism (CEDM)test to reduce the probability of Control Element Assembly (CEA)slip or drop events.This testing revealed previously unknown failure mechanisms for CEAs which were promptly evaluated and rectified.
systems issues.       This restructuring has already shown improved technical support effectiveness. Examples include:
During feedwater isolation valve failures, System Engineering U made timely evaluations, identified other potentially affected0-ring uses at PVNGS and coordinated prompt resolution (i.e., 48 l
Development     of a new Control Element Drive Mechanism (CEDM) test to reduce the probability of Control Element Assembly (CEA) slip or drop events.     This testing revealed previously unknown     failure mechanisms     for   CEAs which were   promptly evaluated and rectified.
replacement) with Operations and Maintenance personnel.
During feedwater isolation valve       failures, System Engineering U
Engineering coordination between groups in addressing the auxiliary feedwater overspeed conditions resulted in thorough system evaluations and subsequent system redesigns to maintain piping temperature requirements.
made timely evaluations, identified other potentially affected 0-ring uses at PVNGS and coordinated prompt resolution (i.e.,
Engineering stopped Unit 2 refueling to require more lighting based on previous operational experience at another PVNGS unit.Continued improvement was also noted in the areas of root cause determination.
48
Examples of important root cause determinations made this year include identification of the causes of: Tube leaks in Unit 1 Steam Generator.
 
Cooling tower degradation and recommendation of sealing coating to extend their life.Premature tripping of Unit 1 turbine on overspeed.
l replacement)   with Operations   and Maintenance personnel.
Cathodic protection problems and identification of corrective actions.Unit 3 demineralizer B problems (clogged sample line).49 4
Engineering coordination between         groups in addressing the auxiliary feedwater       overspeed     conditions resulted in thorough system evaluations and subsequent         system redesigns to maintain piping temperature requirements.
To increase day-to-day involvement with plant activities, Technical I Support has designated.
Engineering stopped Unit     2 refueling to require more lighting based   on previous operational experience at another PVNGS unit.
liaison engineers (from Systems Engineering) in each unit, whose functions include communicating the daily concerns associated with plant activities to technical support management.
Continued improvement was also noted         in the areas of root cause determination. Examples of important root cause determinations made this year include identification of the causes of:
A duty Engineering Manager and supervisor now provide coverage on holidays and weekends as well.These changes, along with the daily unit meetings with Engineering supervisors, weekly technical support groups meetings, and Engineering staff meetings with unit personnel have improved communications between the unit support groups and Engineering.
Tube leaks   in Unit 1 Steam   Generator.
Cooling tower degradation         and   recommendation     of sealing coating to extend their     life.
Premature   tripping of Unit   1 turbine   on overspeed.
Cathodic protection problems and       identification of corrective actions.
Unit 3 demineralizer B problems (clogged sample     line).
49
 
4 To increase day-to-day involvement with plant   activities, Technical I
Support has designated. liaison engineers (from Systems Engineering) in each unit, whose functions include communicating the daily concerns associated with plant activities to technical support management.     A duty Engineering Manager and supervisor now provide coverage on holidays and weekends as well. These changes, along with the daily unit meetings with Engineering supervisors, weekly technical support groups meetings, and Engineering staff meetings with unit personnel have improved communications between the unit support groups and Engineering.
Engineering
Engineering
~~~~~~To address the need for Nuclear Engineering to be more involved in plant engineering issues, a Site Nuclear Engineering and Construction organization was established in April 1990.This group provides additional support and site coordination for modifications', design changes, procurement, and nuclear projects.The position of Director was filled.in July 1990, by an individual with over 30 years experience in the nuclear industry, including approximately 15 years in technical management.
      ~     ~
The organization staffing is continuing.
To address     the need for Nuclear Engineering to be more involved in
e Engineering has developed and implemented a Performance Management Program which assesses engineering performance in many areas (e.g., effectiveness of plant modification processes, timeliness of 50 I ('II~,
                                              ~
commitment resolution, and updating of design documents).
plant engineering issues, a Site Nuclear Engineering and
~~~~~Engineering issues monthly reports to management, recommending improvements and changes to engineering methods and practices.
                ~    ~    ~
Results this year included the development and implementation.of a procedure, based on NUMARC guidelines, for evaluation and resolution of open items generated from the Design Basis Program.In addition, a new output Document Change Request Procedure was implemented to provide a more effective mechanism for screening and prioritization of work.The first five reconstituted design documents (manuals)were issued for use.This long term effort is evaluating approximately 170 systems, structures, and topical issues by reviewing the applicable design and regulatory documents and creating a user friendly comprehensive design document for use when performing modifications, 50.59 evaluations, and related system analyses.Other initiatives and program improvements include: The development of an engineering partnership with Bechtel and Sargent&Lundy.The contractor support organization is familiar with PVNGS and provides a more consistent engineering product.Engineering has reviewed the backlog of completed design packages awaiting implementation.
Construction organization was established in April 1990.           This group     provides additional support and site coordination for modifications', design changes, procurement, and nuclear projects.
This review assessed 51 I'
The   position of Director was filled. in July 1990, by an individual with over 30 years experience in the nuclear industry, including approximately 15 years in technical management.       The organization staffing is continuing.
the relative priority of design packages'and whether the reasons for the design packages are still valid.A number of proposed changes were cancelled.
Engineering has developed and implemented a Performance Management Program which assesses engineering performance in many areas (e.g.,
These efforts will optimize manpower utilization and minimize changes to the units.h A job task analysis has been completed to determine the qualifications required for various'functions in Nuclear Engineering.
effectiveness     of plant modification processes,     timeliness   of e                                      50
As a result, job requirements have been rewritten and training requirements established to better match engineering tasks with corresponding qualification requirements.
 
This effort will be expanded to include other PVNGS engineering groups.In 1989, the EER Backlog Reduction Program defined a scope of work and completion goals for 1990.As of August 31, 1990, the goal for 1990 had been achieved (closure of 5,345 items, approximately 65%of identified scope), and work was continuing to further work off the backlog.During this time;however, the number of total backlog items increased from 7,575 to 8,392.Efforts continue to reduce backlog items accrued during 1990, which are outside of the scope of the 1989 EER Backlog Reduction Program.There has been substantial progress in implementing the Engineering 52 I~q P'I I p 0'E'I 0  
I
~~h Excellence Program.Created to address changing needs and priorities of Engineering, this program has several more specific objectives, including improved configuration management, procedures upgrades, enhanced analytical capabilities, and design basis reconstitution.
('
The program encompasses 153 major tasks,, of which 112 have been completed.
II
Results achieved this year include establishment of a Plant Modification Committee (PMC)'to evaluate modification priorities and propose changes, to review and upgrade, as necessary, engineering procedures and policies;to assess the\need for unitized.drawings;and development of a pilot program for evaluation of vendor technical manuals (resulting in a program to upgrade all manuals by December 1992).The Engineering Excellence
    ~,
'rogram activities shall be integrated into the Business Plan by December 1990.The program will be further refined to incorporate lessons learned as new priorities and issues are identified.
 
Over a dozen engineering codes have been purchased as part, of the-EngIn'eering=Excellence Program., Training has been provided to the Engineering Department personnel on selected engineering skills and on the use of the engineering codes.These efforts have started to yield tangible results.For example:.ANSYS (a finite element analysis program)is being used to evaluate several proposed'hanges to.the B04 control room panel and in material restraint analysis.ANSYS has also been used on several problems relating to stress overloads on 53 T f various components.
commitment
ME-101 (stress analysis)is being used in the Snubber Reduction Program.I SETS and CAFTA are being used to address the IPE requirements.
      ~
'I I Easy5'(modeling) was used to solve a heat transfer problem for the nitrogen accumulators on the ADV's.As more of the codes are installed and qualified, their use is expected to have a significant positive impact on the quality and Areas that require continued management attention include focusing the engineering organization on the needs and priorities of the units, completing staffing within design engineering, and completing the backlog reduction program by 1991.Engineering had initial problems with this years modification to install new emergency lighting and field change requests were required to correct the design problems.The design problems with emergency lighting modifications were rectified and procedure changes are in process to provide more guidance for emergency lighting activities and equipment.
resolution,~
Increased resources were required to address MOV concerns and the 54 0 F)g Il MOV group within engineering added four engineers to better address the MOV Program.Their efforts, including defining the work scope necessary to meet GL 89-10 requirements, were instrumental in the MOV Program improvements detailed above in the Maintenance section.Engineering also identified problems with the fire rating of diesel generator wall seals.It was later discovered that the scope of the initial evaluation was not broad enough as some seals at lower elevations were missed.As a result of a root cause analysis'of this problem the>surveillance procedure was revised to include seals at lower elevations and output documents were revised (penetration schedule and location drawings)to reflect actual lant conditions.
and   updating   of design       documents).
In addition, a comprehensive program was e p initiated to verify all fire seals in the plant for functionality.
Engineering
55 I"I l e EMERGENCY PLANNING A more aggressive and comprehensive drill schedule was implemented 8 in 1990 to increase the l'evel of experience and capability of the Emergency Response Organization (ERO)and enhance its capability.
    ~     ~
The 1990 schedule provides for quarterly full scale drills supplemented by unit and facili.ty functional drills (compared to the previous year's schedule, which called for one evaluated exercise and one full scale drill).PVNGS expects to retain this new schedule permanently.
issues
The 1990 schedule has allowed more personnel, such as alternates and backups, to participate in drills and gain useful experience.
                ~
In conjunction with this, Emergency Planning tracks personnel participation history in order to assure roles that they may be assigned in a real emergency.
monthly reports     to management,     recommending improvements       and changes     to engineering   methods   and   practices.
PVNGS Emergency Planning has been involving new management with the Emergency Plan and assimilating them into the ERO.As a result, the ERO positions that have been filled by new management personnel include: I Radiological Assessment.
Results   this year included the         development and implementation .of a procedure,       based     on NUMARC   guidelines,   for evaluation     and resolution of open items generated from the Design Basis Program.
Coordinator JENC Utility Spokesperson Emergency Coordinator(s)
In addition, a new output Document Change Request Procedure was implemented to provide a more effective mechanism for screening and prioritization of work.
Operations Support Coordinator (s)0 56 P gt
The   first five reconstituted       design documents (manuals) were issued for   use. This long term       effort is evaluating approximately         170 systems, structures, and         topical issues by reviewing the applicable design and regulatory documents and creating a user friendly comprehensive         design     document     for use when performing modifications, 50.59 evaluations, and related system analyses.
'IA~~~~e Chemistry Coordinator(s)
Other   initiatives     and program improvements       include:
Security Director Emergency Operations Director(s)
The     development     of an   engineering   partnership with Bechtel and Sargent         & Lundy. The   contractor support organization is familiar with PVNGS           and provides a more consistent engineering product.
Emergency Maintenance Coordinator Emergency Planning full time staffing has also continued to improve.Two of the three positions that were open in late 1989, were filled this year.One was filled with an individual with 15 years RP experience and another individual with an SRO License from another plant and over 20 years experience.
Engineering has reviewed the backlog of completed design packages awaiting implementation. This review assessed 51
Additionally, experienced contract support continues to be available to augment the current Emergency Planning staff.t In order to ensure APS's ability to respond to an emergency in a timely manner, Emergency Planning has implemented unannounced time response studies wherein key facility activation personnel are paged and their response times from their actual locations recorded.The response'time reported for each key position is used to determine overall facility activation time.These studies.are conducted on backshifts and demonstrate the activation times which are within NUREG guidance.This is a continuing effort which will be used to detect changes in overall response time capability.
 
The new Fitness For Duty regulations provided new challenges for maintaining an ERO capable of responding at any time, consistent with the new regulations.
I' the relative     priority of design packages'and whether the reasons     for the design     packages   are still valid. A number   of proposed changes were cancelled. These efforts will optimize     manpower   utilization   and minimize changes to the units.
Consequently, PVNGS established a 57 C t V I rotational duty officer schedule for key TSC, EOF and OSC staffing to ensure ability to respond at any time with qualified personnel meeting Fitness for Duty requirements.
h A   job task analysis has been completed to determine the qualifications required for various'functions in Nuclear Engineering. As a result, job requirements have been rewritten and training requirements established to better match engineering tasks with corresponding qualification requirements. This effort will be expanded to include other   PVNGS engineering groups.
Last year, Emergency Planning identified a concern with the numbers of ERO personnel who were overdue for annual training each month.Due to the number of personnel assigned to each position, PVNGS maintained adequate coverage with qualified personnel at all times;however, the percentage overdue ran as high as 4%last year.Attention to this issue and ,increased support from the new management team has reduced the overdue percentage to less than.5%this year.Various facility and hardware enhancements have been made to,~~~~~~improve the overall program, including:
In   1989, the EER Backlog Reduction Program defined a scope   of work and completion goals       for 1990. As of August 31, 1990, the goal         for 1990 had been   achieved (closure of 5,345 items, approximately 65% of identified scope), and work was continuing to further work off the backlog. During this time; however, the number of total backlog items increased from 7,575 to 8,392.             Efforts continue to reduce backlog items accrued during 1990, which are outside of the scope of the 1989         EER Backlog Reduction Program.
Upgraded telefax equipment in all emergency response facilities.
There has been substantial progress       in implementing the Engineering 52
Improvements to the EOF facility, including upgraded furnishings and dedicated work stations to improve sense of professionalism, cut down on unnecessary traffic, and reduce noise.Planning scenario development and drills.0 58 I
 
Management has re-prioritized work items to ensure completion of some long standing hardware modifications to improve the Emergency Response Program.One example is the utilization of ACAD cardreaders.
I
The addition of cardreader installations in the Operations Support Centers and in the Technical Support Center significantly enhanced personnel accountability capability within the protected area.This,'oupled with modifications to ACAD l system software, facilitated the performance of two successful assembly and accountability drills in July 1990 (one on dayshift and the other on backshift).
              ~ q P'
Both drills conformed with the NUREG-0654 guidance of providing for identification of personnel within the protected area within 30 minutes.At the commencement of the t dayshift drill, 1,068 employees were inside the protected area.Of those, 752 non-emergency response personnel exited to the assembly area and 316 manned emergency response positions within the protected area.As discussed in the Operations section above, during the Unit 3 transformer fire in December 1989, PVNGS did not declare an NUE.APS initiated timely corrective actions to revise EPIP-02,"Emergency Classification," to provide additional specificity on the declaration of an unusual event for fire initiated events.Two proposed modifications that remain to be addressed are the public address system upgrade and the augmentation of sirens.Resolution of the siren problems depends on a telecommunications 59 cabling upgrade (removing abandoned cable and replacing with new~~cable).Both of these items will receive continued additional attention by Emergency Planning and are long term issues for resolution.
I I 0
However, there are compensatory measures in place for both the public address and siren problems;a security callout and walkthrough of the affected areas.0 60 4 4 yy 0 l TABLE OF CONTENTS DEFINITIONS I (9011050207 Section 1.0 PURPOSE 2.0, INTRODUCTION 3.0 WASTE STREAM DESCRIPTION
p E
~Pa e 2.3.1 SAMPLING LOCATIONS
          'I 0
 
to address h
Excellence     Program.       Created                   changing   needs     and priorities of
      ~  ~
Engineering,     this program has several more     specific objectives, including improved configuration management, procedures upgrades,     enhanced analytical capabilities,           and design basis reconstitution. The program encompasses 153 major tasks,, of which 112 have been completed.             Results achieved this year include establishment of a Plant Modification Committee (PMC) 'to evaluate modification priorities and propose changes, to review and upgrade, as necessary,     engineering procedures and policies; to assess the need for unitized. drawings; and development of a pilot program for
                            \
evaluation of vendor technical manuals (resulting in a program to upgrade all manuals by December 1992). The Engineering Excellence activities shall     be integrated into the Business Plan by           'rogram December 1990.       The program will be further refined to incorporate lessons learned as new         priorities   and issues are identified.
Over a dozen engineering codes have been purchased             as part, of the
-EngIn'eering=Excellence Program., Training has been provided to the Engineering Department personnel on selected engineering skills and on the use of the engineering codes.             These efforts have started to yield tangible results.         For example:
      .ANSYS   (a   finite element analysis program)       is being     used   to evaluate several proposed'hanges           to .the B04   control   room panel and in material     restraint analysis. ANSYS has also been used   on   several problems relating to stress overloads on 53
 
T f
 
various components.
ME-101     (stress   analysis)   is being       used   in the   Snubber Reduction Program.
I SETS and CAFTA     are being used to address the IPE requirements.
                                                  'I I
Easy5'(modeling) was used to solve       a   heat transfer problem for the nitrogen accumulators       on the ADV's.
As more     of the codes are installed and qualified, their use is expected to have a significant positive impact on the quality and Areas   that require continued     management   attention include focusing the engineering organization on the needs and priorities of the units, completing staffing within design engineering, and completing the backlog reduction program by 1991.               Engineering had initial     problems   with this years modification to install new emergency lighting and field change requests were required to correct the design problems. The design problems with emergency lighting modifications were rectified and procedure changes are in process to provide more guidance for emergency lighting activities and equipment.
Increased resources were required to address             MOV concerns and the 54
 
0 F
)g Il
 
MOV group within engineering added four engineers to better address the MOV Program. Their efforts, including defining the work scope necessary to meet GL 89-10 requirements, were instrumental in the MOV Program improvements detailed above in the Maintenance section.
Engineering also identified problems with the fire rating of diesel generator wall seals. It was later discovered that the scope of the initial evaluation was not broad enough as some seals at lower elevations were missed. As a result of a root cause analysis 'of this problem the >surveillance procedure was revised to include seals at lower elevations and output documents were revised (penetration schedule and location drawings) to reflect actual p lant conditions. In addition, a comprehensive program was e initiated to verify all fire seals in the plant for functionality.
55
 
I "I
l


==4.0 DESCRIPTION==
e                            EMERGENCY PLANNING A more  aggressive and comprehensive drill schedule was implemented 8
in 1990 to increase the l'evel of experience and capability of the Emergency Response    Organization  (ERO)  and enhance  its capability.
The 1990 schedule provides for quarterly full scale drills supplemented by unit and facili.ty functional drills (compared to the previous year's schedule, which called for one evaluated exercise and one full scale drill). PVNGS expects to retain this new schedule permanently.        The 1990 schedule has allowed more personnel, such as alternates and backups, to participate in drills and gain useful experience.      In conjunction with this, Emergency Planning tracks personnel participation history in order to assure roles that they    may be assigned in  a  real emergency.
PVNGS  Emergency Planning has been    involving new management with the Emergency Plan and assimilating them into the ERO. As a result, the ERO positions that have been filled by new management personnel include:
I Radiological Assessment. Coordinator JENC  Utility Spokesperson Emergency Coordinator(s)
Operations Support Coordinator (s) 0                                     56


OF WASTE 4.1 SAMPLING.AND ANALYTICAL METHODS 4.2 SAMPLE ANALYSIS RESULTS 30 30 4.3 ESTIMATED VOLUME, OF WASTE 4.4 REVIEW OF POTENTIAL GROUNDWATER IMPACTS 4'ANNUAL DOSE ASSESSMENT 35 35 46 Appendix A Dose Calculations 5.0 SITE CHARACTERISTICS 53 56 5.1 GEOGRAPHY AND DEMOGRAPHY 5.2 EXCLUSION AREA AUTHORITY AND CONTROL 56 64 5.3 POPULATION DISTRIBUTION 64 5.3.1 Low Population Zone 5.3.2 Population Density 5.4 SITE GEOLOGY 64 75 78 5,4.1 Site and Site Vicinity Physiography 5.4.2 Site Vicinity Stratigraphy
P gt


====5.4.3 Properties====
  'IA e
of Subsurface.
Chemistry Coordinator(s)
Materials 5.4'.1 Layer Description 5.4,3'Static Soil Properties 78 80 85 95 96 I t 0 TABLE OF CONTENTS.DEFINITIONS Section 6.0 METEOROLOGY, 6.1.TYPES OF AIR MASSES'.2 TEMPERATURE AND HUMIDITY~Pa e 110 110 110 6.3 PRECIPITATION
                ~              ~
Security Director
                  ~      ~
Emergency Operations    Director(s)
Emergency Maintenance Coordinator Emergency    Planning    full time staffing has    also continued  to improve. Two  of the three positions that were open in late 1989, were filled this year. One was filled with an individual with 15 years RP experience and another individual with an SRO License from another plant and over 20 years experience.             Additionally, experienced contract support continues to be available to augment t
the current Emergency Planning staff.
In order to ensure APS's ability to respond to an emergency in a timely manner, Emergency Planning has implemented unannounced time response studies wherein key facility activation personnel are paged and their response          times from their actual locations recorded. The response'time reported for each key position is used to determine overall facility activation time. These studies. are conducted on backshifts and demonstrate the activation times which are within NUREG guidance. This is a continuing effort which will be used to detect changes in overall response time capability.
The new  Fitness For Duty regulations provided      new challenges for maintaining an ERO capable of responding at any time, consistent with the new regulations.           Consequently, PVNGS established a 57


==7.0 HYDROLOGIC==
C t
DESCRIPTION 112 114 7.1-FLOOD HISTORY 7.2 OFFSITE FLOOD DESIGN CONSIDERATIONS 114 130 7.3 ONSITE FLOOD DESIGN CONSIDERATIONS
V I


==8.0 GROUNDWATER==
rotational duty officer schedule for key TSC, EOF and OSC staffing to ensure ability to respond at any time with qualified personnel meeting Fitness for Duty requirements.
130 131 8.1 GROUNDWATER CONDITIONS 135 8.2'REGIONA'L WATER USE'8.3 ACCIDENT EFFECTS 138 138 8:3~2 8.3.3 8.3.4 Inventory of Existing Wells in the Site Vicinity Accidents Leading to Liquid Spills Analytical Approach to the Contaminant Movement The Results of Analy'sis , 141 141~144 145 8.4 GROUNDWATER MONITORING 9.0 WATER RECLAMATION FACILITY SLUDGE LANDFILL PROCEDURE 149 150 10.0 EVALUATION OF COST AND BENEFITS 150 11.0  
Last year, Emergency Planning identified a concern with the numbers of ERO personnel who were overdue for annual training each month.
Due  to the  number  of personnel assigned to each position, PVNGS maintained adequate coverage with qualified personnel at all times; however,    the percentage    overdue    ran as high as      4%  last year.
Attention to this issue          and  ,increased    support  from the    new management team has reduced      the overdue percentage to less than      .5%
this year.
Various
      ~
facility
                ~ ~
and  hardware    enhancements    have  been  made  to, improve the
  ~
overall program, including:
                                      ~      ~
Upgraded  telefax equipment in all        emergency  response facilities.
Improvements    to the  EOF    facility, including  upgraded furnishings and dedicated work stations to improve sense of professionalism, cut down on unnecessary traffic, and reduce noise.
Planning scenario development and        drills.
0                                      58
 
I Management  has  re-prioritized work items to ensure completion of some long standing hardware modifications to improve the Emergency Response    Program. One example  is the utilization of ACAD cardreaders.      The addition of cardreader installations in the Operations Support Centers and in the Technical Support Center significantly enhanced personnel accountability capability within the protected area.      This,'oupled with modifications to ACAD l
system software, facilitated the performance of two successful assembly and accountability drills in July 1990 (one on dayshift and the other on backshift). Both drills conformed with the NUREG-0654 guidance of providing for identification of personnel within t
the protected area within 30 minutes. At the commencement of the dayshift drill, 1,068 employees were inside the protected area.
Of those, 752 non-emergency response personnel exited to the assembly area and 316 manned emergency response positions within the protected area.
As discussed    in the Operations section above, during the Unit 3 transformer fire in December 1989, PVNGS did not declare an NUE.
APS  initiated timely corrective actions to revise EPIP-02, "Emergency Classification," to provide additional specificity on the declaration of an unusual event for fire initiated events.
Two  proposed  modifications that remain to be addressed are the public address system upgrade and the augmentation of sirens.
Resolution of the siren problems depends on a telecommunications 59
 
cabling upgrade (removing abandoned cable and replacing with new
      ~
cable). ~ Both of these items will receive continued additional attention by Emergency Planning and are long term issues for resolution. However, there are compensatory measures in place for both the public address and siren problems; a security callout and walkthrough of the affected areas.
0 60
 
4 4 yy 0
l
 
I TABLE OF CONTENTS (9011050207 DEFINITIONS Section                                                            ~Pa  e 1.0  PURPOSE 2.0,  INTRODUCTION 3.0  WASTE STREAM DESCRIPTION 2.
3.1  SAMPLING LOCATIONS
 
==4.0   DESCRIPTION==
OF WASTE 4.1  SAMPLING.AND ANALYTICALMETHODS                                30 4.2  SAMPLE ANALYSIS RESULTS                                        30 4.3  ESTIMATED VOLUME,OF WASTE                                      35 4.4  REVIEW OF POTENTIAL GROUNDWATER IMPACTS                        35 4'    ANNUAL DOSE ASSESSMENT                                        46 Appendix  A Dose  Calculations                                53 5.0  SITE CHARACTERISTICS                                          56 5.1  GEOGRAPHY AND DEMOGRAPHY                                      56 5.2  EXCLUSION AREA AUTHORITY AND CONTROL                          64 5.3  POPULATION DISTRIBUTION                                        64 5.3.1    Low Population Zone                                  64 5.3.2    Population Density                                    75 5.4  SITE GEOLOGY                                                  78 5,4.1  Site and Site Vicinity Physiography                  78 5.4.2  Site Vicinity Stratigraphy                            80 5.4.3  Properties of Subsurface. Materials                  85 5.4 '.1 Layer Description                                    95 5.4,3 '  Static Soil Properties                              96
 
I t
0
 
TABLE OF CONTENTS
                                      . DEFINITIONS Section                                                              ~Pa e 6.0      METEOROLOGY,                                              110 6.1    .TYPES OF AIR MASSES                                        110
'.2      TEMPERATURE AND HUMIDITY                                  110 6.3      PRECIPITATION                                              112 7.0      HYDROLOGIC DESCRIPTION                                    114 7.1  -  FLOOD HISTORY                                              114 7.2      OFFSITE FLOOD DESIGN CONSIDERATIONS                        130 7.3      ONSITE FLOOD DESIGN CONSIDERATIONS                        130 8.0      GROUNDWATER                                                131 8.1     GROUNDWATER CONDITIONS                                     135 8.2   'REGIONA'L WATER USE                                         138
                  '50' 8.3     ACCIDENT EFFECTS                                           138 Inventory of Existing Wells in the             ,  141 Site Vicinity 8:3 ~ 2 Accidents Leading to Liquid Spills                 141 8.3.3  Analytical Approach to the Contaminant Movement ~ 144 8.3.4  The Results of Analy'sis                           145 8.4     GROUNDWATER MONITORING                                     149 9.0     WATER RECLAMATION FACILITY SLUDGE LANDFILL PROCEDURE     150 10.0     EVALUATION OF COST AND BENEFITS                           150
: 11. 0    


==SUMMARY==
==SUMMARY==
'50' I f 0 TABLE OF CONTENTS FIGURES~Fi uee~Pa e 4.0-1 Cooling Tower Sludge Sample Locations at-Lime Sludge Landfil 4.0-2 Cooling Tower Sludge Sample" Locations at, Lime Sludge Landfill 28.29 4.4-1 PVNGS Containment/Disposal Facilities 4.4-2 Palo Verde Clay Isopach Map 4.4-2a Water Level Elevation Perched Groundwater 4.4-3 Monitoring Well Installation Report 37 41 43a 44 4.5-1 Measured Concentrations of Mn-54 in the Sludge Deposited in the 50 Landfill 4.5-2 Measured Concentrations of Cs-137 in the Sludge Deposited in the Landfill 51 4.5-3 Measured Concentrations of Co-60 in the Sludge Deposited.
in the Landfill 52 5.1-1 5 1-2 5.1-3 5.1-4 5.1-5 PVNGS Regional Plant Location Site General Arrangement Immediate Environs of Palo Verde Site General Environs of Palo Verde Site Site and Exclusion Boundaries 57 58 60 61 62 5.3-1 5.3-2 5.3-3 5.3-4 5.3-5.5.3-6 5.3-7 5.3-8 5.3-9 5.3-10 5.3.1-1 Population Distribution Palo Verde Site, 0 to Population Distribution Palo Verde Site, 0 to Population Distribution Palo Verde Site, 0 to Population Distribution Palo Verde Site, 0 to.Population Distribution Palo Verde Site, 0 to Population Distribution Palo Verde Site, 0 to~Population Distribution Palo Verde Site, 0 to Population Distribution Palo Verde Site, 0 to Population Distribution Palo Verde Site, 0 to Population Distribution Palo Verde Site, 0 to Low Population Zone--" 1978 50 Miles 1980 50 Miles 1982 50 Miles'984 50 Miles 1986 50 Miles 1990 50 Miles 2000 50 Miles 2010 50 Miles 2020 50 Males 2030 50 Miles 65 66 67 68 69 70 71 72 73 74 76 0 I 0 f I TABLE OF CONTENTS FIGURES Firuie, 5.4.2-1 Geologic Map, Site Vicinity 5.4..2-2 Geologic.Cros's-Section 5.4.3-1 Geologic Profile Through Unit 1 5.4.3-2 Geologic Profile Through Unit 2 5.4.3-3 Geologic Profile Through Unit 3 5.4.3.2-1 Summary of Soil Properties 5.4.3.2-2 Grain Size and Plasticity Summary Intermediate Zone 5.4.3.2-3 Grain Size and Plasticity Summary Lower Zone 5.4.3.2-4 Standard Penetration Test Results on Granular Soils 5.4.3.2-5 Sheer, Strength Summary~Pa e 81~82 86 89 92 97 98 102 108 109 7.0-1 Plant Site and Hydrosphere Locations of Cross Sections 7.0-2 Locations of Dams and Gagi.ng Stations 115 116 8.0-1 Generalized Hydrogeologic Cross-Section of the Site 132 8.1-1 Water Level Contour Map of the Regional Aquifer 136 I)I I i TABLE OF CONTENTS TABLES Tabl e~Pa e 4.0-1 Cool-'ng Tower Sludge Samples from WRF Landfill 4.0;2 Sludge Samples From WRF Landfill (Second Interim Report)'8 9 4.2-1 Preoperational


===Background===
I f
Monitoring Results at PVNGS for Cs-137 4.2-2 Site A Sludge Samples from Area 1 of the Sludge Landfill 4.2-3 ASU and ARRA Inter-'Laboratory Comparison 31.32 34 4'-1 PVNGS Groundwater Monitoring Program 39 4.5-1 Average Annual Whole Body Doses to an Individual Standing on the 48 Dried Sludge 4.5-2 Maximum Annual Whole Body Doses to an Individual Standing Directly 49 on the Dried Sludge.5.1-1 Minimum Distances to Siee Boundary from Containment Edge 5.3.2-1 Cumulaeive Residential Population Density 77 5.3.2-2 Cumulative Residential Population Density 79 6.3-1 PVNGS Monthly and Annual Exereme Precipitation by Time Interval 113 7.0-1 Water Storage Dams Located Upstream of the Site 117 7.1-1 Centennial Wash Near Arlington, AZ 7.1-2 Winters Wash Near Tonopah, AZ 7.1;3 Hassayampa River Near Morristown, AZ 7.1-4 Gila River Below Gillespie Dam,"AZ 119 120 122 125 8.2-1 Pumpage Records of Wells in the Lower Hassayampa-Centennial Area 139"8.3.2-1 Radionuclides and Activities in Refueling Water Tank 142 I
0
1.0 PURPOSE Arizona Public Service Company (APS)submits this application pursuant to Arizona Administrative Code R12-1-417.A, for approval to leave in place very.low levels of licensed radioactive material on the Palo Verde Nuclear Generating Station (PVNGS)site.The disposal of this material is not currently authorized by the Palo Verde operating license(s).
 
The subject;material consi'sts of sludge containing very small quantities of Cobalt-60 (Co-60), Manganese-54 (Mn-54), Cesium-134 (Cs-134)and Cesium-137 (Cs-137).The.source of this sludge is from the PVNGS Uni,t 1 and Unit 3 cooling towers.
TABLE OF CONTENTS FIGURES
~Fi  uee                                                                          ~Pa  e 4.0-1      Cooling Tower Sludge Sample Locations at- Lime Sludge Landfil          28 4.0-2      Cooling Tower Sludge Sample" Locations at, Lime Sludge Landfill        .29 4.4-1 PVNGS Containment/Disposal Facilities                                        37 4.4-2 Palo Verde Clay Isopach Map                                                  41 4.4-2a Water Level Elevation Perched Groundwater                                  43a 4.4-3 Monitoring Well Installation Report                                          44 4.5-1      Measured Concentrations  of Mn-54  in the  Sludge Deposited  in the  50 Landfill 4.5-2      Measured Concentrations  of Cs-137  in the  Sludge Deposited  in the  51 Landfill 4.5-3      Measured Concentrations  of Co-60  in the  Sludge Deposited. in the    52 Landfill 5.1-1    PVNGS Regional Plant Location                                            57 5  1-2    Site General Arrangement                                                58 5.1-3    Immediate Environs of Palo Verde Site                                    60 5.1-4    General Environs of Palo Verde Site                                      61 5.1-5    Site and Exclusion Boundaries                                            62 5.3-1    Population Distribution --" 1978                                        65 Palo Verde Site, 0 to 50 Miles 5.3-2 Population Distribution          1980                                        66 Palo Verde Site, 0 to 50 Miles 5.3-3 Population Distribution          1982                                        67 Palo Verde Site, 0 to 50 Miles'984 5.3-4 Population Distribution                                                      68 Palo Verde Site, 0 to. 50 Miles 5.3-5 Population Distribution          1986                                        69 Palo Verde Site, 0 to 50 Miles
.5.3-6 Population Distribution          1990                                        70 Palo Verde Site, 0 to 50 Miles 5.3-7 Population Distribution
        ~                              2000                                        71 Palo Verde Site, 0 to 50 Miles 5.3-8 Population Distribution          2010                                        72 Palo Verde Site, 0 to 50 Miles 5.3-9 Population Distribution          2020                                        73 Palo Verde Site, 0 to 50 Males 5.3-10 Population Distribution        2030                                        74 Palo Verde Site, 0 to 50 Miles 5.3.1-1 Low Population Zone                                                        76
 
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I
 
TABLE OF CONTENTS FIGURES Firuie,                                                          ~Pa  e 5.4.2-1    Geologic Map, Site Vicinity                            81 5.4..2-2  Geologic.Cros's-Section                              ~
82 5.4.3-1    Geologic Profile Through Unit    1                    86 5.4.3-2    Geologic Profile Through Unit    2                    89 5.4.3-3    Geologic Profile Through Unit    3                    92 5.4.3.2-1    Summary of Soil Properties                            97 5.4.3.2-2    Grain Size and Plasticity Summary Intermediate Zone  98 5.4.3.2-3    Grain Size and Plasticity Summary Lower Zone        102 5.4.3.2-4    Standard Penetration Test Results on Granular Soils 108 5.4.3.2-5    Sheer, Strength Summary                            109 7.0-1    Plant Site and Hydrosphere Locations of Cross Sections  115 7.0-2    Locations of Dams and Gagi.ng Stations                  116 8.0-1    Generalized Hydrogeologic Cross-Section of the Site    132 8.1-1    Water Level Contour  Map  of the Regional Aquifer      136
 
I
  )I I
i
 
TABLE OF CONTENTS TABLES Tabl e                                                                          ~Pa  e 4.0-1  Cool-'ng Tower Sludge Samples from WRF Landfill                              8 4.0;2  Sludge Samples From WRF Landfill (Second Interim Report) '                  9 4.2-1  Preoperational Background Monitoring Results at PVNGS for Cs-137         31 4.2-2   Site A Sludge Samples from Area 1 of the Sludge Landfill               . 32 4.2-3   ASU and ARRA Inter-'Laboratory Comparison                                 34 4 '-1   PVNGS Groundwater Monitoring Program                                     39 4.5-1   Average Annual Whole Body Doses to an     Individual Standing   on the   48 Dried Sludge 4.5-2   Maximum Annual Whole Body Doses to an     Individual Standing Directly   49 on the Dried Sludge.
5.1-1   Minimum Distances   to Siee Boundary from Containment Edge 5.3.2-1   Cumulaeive Residential Population Density                               77 5.3.2-2   Cumulative Residential Population Density                               79 6.3-1   PVNGS Monthly and Annual Exereme Precipitation by Time Interval       113 7.0-1   Water Storage   Dams Located Upstream of the Site                     117 7.1-1   Centennial Wash Near Arlington, AZ                                     119 7.1-2   Winters Wash Near Tonopah, AZ                                         120 7.1;3   Hassayampa River Near Morristown, AZ                                   122 7.1-4   Gila River Below Gillespie Dam, "AZ                                   125 8.2-1   Pumpage Records of Wells in the   Lower Hassayampa-Centennial   Area 139 "8.3.2-1   Radionuclides and   Activities in Refueling Water Tank             142
 
I 1.0 PURPOSE Arizona Public Service Company (APS) submits this application pursuant to Arizona Administrative Code R12-1-417.A, for approval to leave in place very.low levels of licensed radioactive material on the Palo Verde Nuclear Generating Station (PVNGS) site.         The disposal of this material is not currently authorized by the Palo Verde operating license(s). The subject; material consi'sts of sludge containing very small quantities of Cobalt-60   (Co-60), Manganese-54 (Mn-54), Cesium-134 (Cs-134) and Cesium-137 (Cs-137). The .source of this sludge is from the PVNGS Uni,t 1 and Unit 3 cooling towers.


==2.0 INTRODUCTION==
==2.0 INTRODUCTION==


On July 14, 1989, a sample of sludge was taken from the Unit 1 cooling tower inlet canal and analyzed for radioactive isotopes.Very low levels of three non-naturally occurring radionuclides; Co-60, Mn-54 and Cs-137 were detected, Unit 1 and Unit 3 cooling tower sludge had previously been disposed of in the Mater Reclamation Facility (WRF)sludge landfill.A.sampling program was initiated the following day to verify the disposal location, of the sludge in the VRF sludge landfill and characterize the types and, levels of activity present in the cooling tower sludge.In general, cooli'ng tower sludge consists of sand,'dirt and debris carried into the.towers with the air circulated by the fans and to a lesser extent calcium and*magnesium salts precipitated when the cooling water is concentrated before blowdown to the evaporation ponds.,1  
On   July 14, 1989, a sample of sludge was taken from the Unit 1 cooling tower inlet canal and analyzed for radioactive isotopes. Very low levels of three non-naturally occurring radionuclides; Co-60, Mn-54 and Cs-137 were detected, Unit 1 and Unit 3 cooling tower sludge had previously been disposed of in the Mater Reclamation Facility (WRF) sludge landfill.
A .sampling program was initiated the following day to verify the disposal location, of the sludge in the VRF sludge landfill and characterize the types and, levels of activity present in the cooling tower sludge.         In general, cooli'ng tower sludge consists of sand,' dirt and debris carried into the. towers with the air circulated by the fans and to a lesser extent calcium and *magnesium salts precipitated when the cooling water is concentrated before blowdown to the evaporation ponds.
                                          ,1
 
3.0    WASTE STREAM DESCRIPTION Two  primary routes exist for potential low levels of radioactivity to reach the circulating water system (and the cooling water sludge).      The first requirement in either case is for an unusual conditio'n, specifically, a primary to secondary leak to occu'r in, the steam .-generator. Due to the higher pressure of the primar." coolant, any small leaks will allow the radioactive coolant water to seep into the secondary system. The plant is designed with radiation'onitors on the steam generator blowdown system to identify levels of radiation prior to the contamination in the secondary system becoming a source of offsite release of radiation.      In addition,'eriodic samples are taken of the blowdown from the steam generators and
    'nalyzed for radioactivity, as well's chemical contaminants. These samples are more sensitive than the inline monitoring equipment.
Any contamination    that does leak into the steam generator secondary side may be carried over: in the steam (in very tiny water droplets) to the condenser or as very low levels of. contamination left after blowdown. In the condenser, the radioactive material becomes part of the dissolved and suspended materials in the condensate.
The  first and probably a minor pathway by which  this contamination could reach the circulating water system (and the cooling tower), is by condenser reject to the circulating water system. The normal mode of operation is to .reject or makeup water to the condenser from a condensate storage tank in order to control "the water level in the hotwell. However, at times the condensate tank may be full when level is still increasing in the hotwell.
At these times, the reject line is routed to the circulating water system
    ~  instead of the condensate storage tank. Due to the very low concentrations ofactivity in the condenser hotwell water and the infrequency of reject directly to the circulating water, this route is considered as a probable minor pathway.
 
I 1
 
The- second  route for the contamination to take in order to reach the circulating system is through t'e low total dissolved solids (TDS) sump.
Regeneration of the condensate demineralizers requires that the resins be transferred from- the normal in process vessel to a regeneration skid. The regeneration skid contains three vessels, one cation, .one anion, and a remix vessel. The spent resin -is first transferred to the cation vessel.
In this vessel, the resins .are backwashed to remove the suspended solids, which were filtered during the run cycle.          . In addition, the backwash separates the lighter anion resin from the heavier cation resin.
The  lighter- anion resin is transferred into the anion regeneration vessel and the  cation and, anion, resins. are regenerated with nitric acid,and sodium hydroxide, respectively. 'he regenerated resins are then rinsed with demineralized water'o- remove traces of the regeneration chemicals. Both the regenerant waste and the initial rinse waters are routed through the
~
high TDS sump to the chemical waste neutralizing tank. Both the regenerated
  . anion and ca'tion resins are transferred to the mixed holding vessel, the transfer water acting as a final rinse. This final rinse water is directed to the low TDS sump. The regenerated resins are simply held in the. mixed vessel unit until the next inline vessel is exhausted and transferred into the vessel 'after regeneration of that vessel is started.
The waste water which was    routed to the chemical waste neutralizing tank is sampled for chemical parameters and radioactivity prior to discharge to the retention basin. The low TDS sump water is not routinely sampled E
unless radioactivity may be present as previously indicated by activity in the chemical waste neutralizing tank. The low TDS sump water is transferred,to the circulating water system directly.                  '\
h It is felt that    due to the backwash of the insoluble materials off 'of the E
resins, plus radioactivity eluding the chemical process of bonding to the resins, this low TDS sump condensate demineralizer regeneration water is P
the most probable source of the activity in the circulating water system
 
0 and hence the    cooling tower sludge. Past  history of the levels of activity seen  in the low  TDS sump  do  not exist.      The activity level m'ay have been below our ability to detect or      it  may have been less than our-lower limit and 'was then concentrated in the cooling towers due to settling and evaporation, In response to this suspected pathway,          PUNGS  has i'n'stituted  a program of sampling for activity in the low TDS sumps        if activity is  seen in the steam generator blowdown (the'location of our best sensitivity). Radioactivity I
would have to be present in this blowdown to be in the low TDS sump. In addition, a program to require sampling for radioactivity of materials which have a potential to be discharged into the Water Reclamation Facility sludge landfill will be placed into a procedure. PUNGS has also instituted an engineering analysis to determine optional methods of operation or engineering changes.
3.1, Sam  lin  Locations Chemical Waste    Neutralisin    Tank l
This was the primary sample location prior to the identification of activity, in the. Unit 1 cooling tower sludge.          It  remains a Technical Specification requirement to .sample each batch at this location and confirm that concentrations of gamma emitting isotopes are less than 5E-7 pc'/ml. Identification of activity above the stated 1'imit requires sampling of all other discharge paths (turbine building sumps, low TDS sump,  etc.).
Retention Basin 4
This sample location is used for primarily chemical parameter control prior to discharge to the evaporation ponds. Routine radioactivity sampling of the sludge in this location is performed on a quarterly basis'
 
Steam Generator    Blowdown Since the identification of low level activity in the Unit 1 and Unit 3 cooling tower sludge, the steam generator blowdown sample, point has
. administratively become the indicator point for increased sampling of the low TDS sump, as well as, other discharge paths to the evaporation ponds.
Since activity in the system is concentrated in the steam generators, activity will be identified at this location before any other waste streams.
The low TDS sump would      normally'eceive only clean water. However,  in the event    of  a  primary to secondary system leak, small amounts      of radioactive      contamination  can    be  removed    by  the  condensate demineralizers. During, the regeneration process for this resin, backwash water, as well as final rinse water, may contain radioactivity and may be sent to the low TDS sump. By keying on the steam generator blowdown sample. for indications of leakage, sampling of the low TDS sump can be initiated to minimize activity possibly being di'scharged to the cooling towers, Coolin Tower Although sampling of the cooling"tower circulating water has been a part of the normal sampling program, a requirement for the sampling, of the cooling tower sludge for radioactivity prior to disposal has been added to ensure proper disposal, should low levels of activity accumulate in the sludge.
P va orati6n  Pond Sampling    of the evaporation pond sludge is 'now performed on a quarterly basis. This sample point has been added to monitor buildup of activity in the evaporation pond sludge due to low level activity discharges, 5
 
4.0  .DESCRIPTION OF PASTE In general, cooling tower sludge consists of sand, dirt and debris carried into the towers with the air circulated by the blowers. Additionally, CaCO>
and magnesium salts are pxecipitated when the cooling water is concentrated
      'before blowdown to the evaporation ponds. This description compares with the general composition'f the Water Reclamation'acility sludge.              The composition of the typical'ludge produced by the Water Reclamation Facility two-stage lime treatment process is as follows:
When  Recalcining Furnace          When  Recalcining Furnace Is Not  0  cretin                  Is 0  eratin 72% Ca  as CaCOs                  15% Ca  as  CaCO>
7% Mg as  Mg(OH).,                25% Mg  as Mg(OH)z.
9% Cas(PO)s OH                    35% Cas  (PO)s OH 5% Si Oq                          16%  Si  Og
              ~6    other                        ~9 other 100%                                100%
To  determine any activity or concentration of radioactive isotopes zn the cooling tower sludge previously disposed of in the Water Reclamation Facility sludge landfill, two phases of sampling were initiated. The first phase (" Phase I") (July 15, .1989 through July 17, 1989) was designed to
      ,simply verify whether or not the cooling tower sludge deposited in the sludge  landfill exhibited  any radioactivity. Samples  identified by color as  cooling tower sludge were taken from selected areas.          Cooling tower sludge is considerably darker in color than the Water Reclamation Facility sludge. In addition, samples were taken in a regular grid pattern within and just outside the area of known cooling tower sludge disposal.          These samples established the outer boundaries of the area and identified that low levels of activity were present within the disposal area. The data from Phase I are listed, in Table 4.0-1. The location of the sampling points is shown'n Figure 4.0-1.
 
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The second phase  of the program ("Phase'll")  began on  July 18,  1989 and was completed on October 12, 1989. This phase was designed to map the locations
. of the contaminated    cooling tower sludge. Phase    II included both surface
'and subsurface sampling. They are identified on the data table as surface, interface'nd subbase. The surface sample wa~ taken from 1 to 2 inches.
The interface sample was taken from a depth= of approximately one foot at the interface between the 'bottom "of the cooling 'tower sludge and the underlying    material.      This interface was    identified    by  physical characteristics, usually colo'r. The subbase      sample was taken from the surface of the underlying material.
The data from Phase  II are  listed in Table 4.0-2.. Figure 4.0-2    shows the sample  locations for 'the sample'nalyses  listed in Table 4.0-2.
 
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COOL IRG TOWER SLUDGE SAHPLES FROM WRF LANDF ILL GAMMA SPECTROSCOPY      RESULTS Ans(yses by    PVMGS  Unit  RP i
SAMPLE                                            Co.60      Cs.137    ~ Hn.54        Sb 125 SAMPLE    II SI2E    'ESCRIPTIOM                DATE          (uCi/gm)    (uCi/gm)  (uCI/gm)    ~
(uCI/gm) 1 ~ 89-06192  1049  GM    A1  1    89.11256      7 15 ~ 89    <6.70E.B  1.16E.07    <4.31E.S      <9.26E 8 1 ~
89 06193 1089  GH    A2  1  '9-11256,        7.15 ~ 89    <8 '6E ~ 8 <4.52E.S    <4.57E.S      <8.61E 8 1 ~ 89 06194  1061  GM    A3  1 '9 '1256          7.15.89      <5.50'    4.99E.OS    <4.19E ~ 8    <i.o'9E.7 1  ''6206    865  GM    81  1 89 '1256          7. 15 ~ 89    <7.77E.S  5.72E.OB    <4.44E 8      <1.15E.7 1-89 '6207    997  GH    82  1    89.11256      7 15-89      <7.39E ~ 8 <<4.55E 8~
                                                                                        <3.93E ~ 8    <'I.04E 7 I  ~
89 06202  985  GH  " 83  1    89 '1256      7. 15 ~ 89    <5.6eE'e  <4 '9E.S    <<3.38E.S      <7.85E 8 1.89.06204    803  GM    C1  1  ~ 89.1I257      7. 15.89      1.49E 06  2.12'7      3.53E.07    '<1.98E.7 1  '9.06205    743  GH    C2  1 ~  89.11257      7.15 ~ 89    2.52E.06  <<9.76E.B    <9.74E.S      <1.82E ~ 7 1.89.06256    ee4  GH    CC'I    1-89 11364
                                          ~        7. 16-89      8.96E 07  3.49E.07    2.52E 07      2.52'7 1.89.06257    449  GH    CC2 I ~ 89 11364        7 16.89      <1.52E 7  2.48E ~ 07  <<8.33E ~ 8    <1.84E. 7 1.89.06259    922  GH    CC3    1    89.11364    7. 16-89 . <4.49E-B      <<3.57E.B    <<2.45E ~ 8    <6.68E.B 1.89.06260    704  GM    CC4    1  '9. 1.1364    7.16.89      <8.79E.S  <6.998-8    <<5.96E-B      <1.23E ~ 7
'1.89 06262    998  GH    CC5    1    89.11364    7. 16 89~    <3.59E.S  <2.27E.B    <2.58E ~ 8    <5.60E.S 1 89.06265    1072  GM    CC6    1    89. 11364    7. ~ 16 ~
89  <3.70'E.B  <<3.07'      <2.26E ~ 8    <6.67E.S 1 89 06266    1131 GH  " CC7    1    89 11364    7. 16 ~ 89  <4 '6E.S  <2.50E.S    <3.22E ~ 8    B.OBEYS 1.89 06267    1069  GH    CCB    1    89.11364    7 16-89      <4.19C.B  <<2.83E.S    <2.27E ~ 8    <6.96E 8 1;89.06299    1145  GH    081    1    89 1.1443    7.17.89      <6.31E-B  <3.60E ~ 8  <4.59E.B      <8.38E-B 1  '9    06300 1000  GM    082    1 ~  89 11443    7.17.89      <<3.97E ~ 8  <<2.73E 8    2  098.8    <5.79E ~ 8 1  '9    06301 945 GH      083    1    89 11443    7 17 89      <3.57E.S    <2.78'      <2.21E.S    <6.51E ~ 8 1;89 06302    1133 GM    084  '1  ~ 89.11443    7.17 89      <4.22E.B    <2.91E.B    <2.52E 8  .<6.57E 8 1    89.06303  1019  GH    085    1  '9 '1443      7 17 89 ~
                                                                <2.588 '    <2.68E 8    <1.64E ~ 8  <6.55E. 8 1    89 06304  1762  GH    086    1  ~
89 ~ 11443  7. 17.89    <5.32E.S    <4.11E 8    <3.94E-B    <8.73E-S Table 4.0-1'
 
SLUDGE SAHPLEQ FRON URF LANDFILL GAHHA SPECTROSCOPT    RESULTS  in uCI/G Second  Interim Report Saayle Sample Co-58    Co-60      Cs-13C      Cs-137        Fe-59      1-131      La-1CO    Hn-54      Mb-95    Sb-12C  Sb-125  Zn-65    Zr-95  Size G Collected      Date      Ba-140                                                  .
                        <3.1E-7  <1:1E-7    2.59E-6    <1.1E-7      3.97E-7      <2.3E-B    <9.0E-B    <7.4E-B    6.76E-T  <1.0E-T  <1.1E-7  <3.3E-7  <2.7E-T  <1.8E-T    303 Site  A 2
07/18/89 surface (a)                                sO.OTE-6                s0.33E-T                                        s0.46E-T
                        <2.6E-7  <8.1E-S    1.08E-6.  <8.9E-B      2.39E-7      <1.7E-7    <T.IE-S, <S.ZE-S* 3.20E-7.        <<8.9E-S  <8.&E-B  <2.4E-7  <2.1E-T  <1.2E-7      494 Site A        07/18/89 interface (b)                              x0,05E-6                zO.'ZTE-T                                      t.033E-T
                                  <5.0E.S      2.TENT  <C.BE-B        6.1E-B      <1.2E-7    <C.2E-S    <5.6E.B      1.15E-T  <5.6E-B  <5.1E-B  <1.4E-7  <1.3E-7  <8.9E.&      552 Site  A        07/18/89  <1. TE. 7 subbase                                      xO.ZE-T                  el.3E-S                                      s0.17E-T
                        <1.9E-7  <5.2E-S    5.03E-T  <T.OE-S 1.04E-7      <1.1E 7    <5.3E 8    <6.2E 8      1.35E-T  <5.4E-S  <5.7E-B  <1.5E-T  <1.5E-B  <8.7E-B      431 Site  A-1      07/24/89 AO.ZTE-T                z0.16E-T                                        10.1&E 7
                                  <4. BE-8    6;83E-7  <5.5E-B      1.22E-T      <1.0E-7    <4.2E-B    <4.7E-S      1.&CE-7  <4.6E-B  <5.2E-S  <1.4E-7  <1.3E-7  <7.4E.S      412 Site A-2      07/24/89  <1. SE-7 x0.25E-7                  0 ~ 14E-7                                      x0.17E-T
                                  <6.1E-B    6.69E-7    <6.5E-B      1.82E-7      <1.4E-T    <4.8E-S    <5.4E-S    1.95E-7  <6.0E-S  <6.4E.S <1.7E-7  <1.9E-T  <9.5E-B      464 Site A-3      OT/2C/8'9 <1.7E-T s0.33E-T                AO.ZOE-T                                        tO.ZZE-T
                                    <7.8E-B    1. 90E. 6  <<8. 1E-8    4.11E-7      <1.6E-T    <6.7E-S    <6.2E-B    5.03E-7  <7.6E-S  S.CE-B  <2.3E-7  <1.9E-7  <1.3& 7      3CB Site  A-C (c)  07/2C/89  <2.CE-7 s0.05E-6                  0.29E-T                                        z0.32E-T
                                    <6.7E-S    1.06E-6  <7. 6E-8    2. 4&E-7      <1.5E-7    <5.4E.B    <7.9E.S    2.62E-7  <T.OE 8  <7.0E-B  <<2.0E-7  <1.6E-7  <1.2E 7      4&4 Site A-5 (d)  07/2C/89  <Z.1E-7 O.OCE-6                O.ZCE-7                                        a0.26E-T
'ite A-6        07/24/89  <1.9E.7  <5.2E-B    3.&CE-T    <7.9E-B      5.53E-7      <1.1E-7    <5.2E-B    <6.CE.B      1.08E-7  <5.4E-B  <5.5E.S  <1.7E-7  <1.4E-T  <8.4E.B      486 zO.ZZE 7                  0.33E-T                                        z0. ISE-T Table 4.0-2
 
SLUOCE SAHPLES FROM MRF LANOFILL GAHHA SPECTROSCOPf    RESULIS  In uCI/O Second Interia Report Saapie                                                                                                                                                              Saapie Collected      Oate    Ba-140  Co-5&    Co  60 .,  Cs-13C    Cs.137        Fe.59    1-131      La-ICO    Hn-5C        Mb-95  Sb-12C  Sb-125  Zn-65  Zr-95  Size 0 Site A-T        07/24/89 <3.2E-T <I. IE-7  1.58E-6    <<1.2E-T  3.22E-7    <Z.OE-T    <8.5E-S    <<9.?E 8    4.03E-7    <1.2E-7  <<1.2E-7 <3.4E-7 <3.1E-T <1.9E-7    3?9 0.07E-6            s0.3&E-T                                      sO.CZE-T Site A-8        07/27/89 <2.?E-T <<6.6E-S  9.05E-? -, <6.8E-S    2.0E 7    <<1.5E-7    <S.SE-S    <7.4E.S    2.8E-7    <6.TE-B  <<6.CE-B <1.9E-7 <1.9E 7 <1.2E-T    4?8 surface                                  z0.35E-T                O.ZE-7                                      sO.ZE-T Site A.S        07/27/89 <3.8E-7 <1. IE-7  1.C7E-6    <1.2E-7    2 'E-7    <2.38-7    <1.1E-T    <1.'IE 7    7.0E-T    <1.2E 7  <9.?E.S <3.1E-7 <3.0E 7 <1.&E-7    C15 interface                                s0.068-6              s0.3E-T                                        O.CE-7 Site  h 8      07/2T/S9 <1.6E-7 <4.6E-B    <7;2E-8    <C.IE-S  <6.0E-S    "<<1.2E-7    <5.2E-S    <6.5E-S    <5.0E-B    <5.0E-B  <4.2E-S <1.1E-7 <1.3E-? <8.?E-B    698 subbase Site A.S        07/24/89 <4.0E-7 <I. IE-7  1.56E-6    4.31E-T  '1.67E-6      <2.4E-T  <I ~ 1E-7  <I. IE-7  3.7'IE-7  '1.1E-T    <1.1E-7 <3.?E.7 <3.0E-7 <2.1E-7    392 s0.06E-6    s0.2&E-T s0.088-6                                      zO.CZE-T Site A-9        07/27/89 <3.1E-T  8.5E-B    8;59E  <<9.7E-S    I.1E-7    '<1.&E-7  <9.TE 8    <8.9E 8    2.6E-7    <9.1E 8  <9.?E.S <2.4E-T <2.7E-7 <1.3E-7    480
                                          '0.43E-T              sO.ZE-?                                      z0.3E-T Site A.IO      OT/27/89 <Z.8E 7 <7.4E-S    7.87E-7    2.04E-7  8.02E-7      <<1.6E-T  <<9. IE-8    <7.0E-B    2.0E-7    <S.TE 8  <7.8E.B <<2.2E 7 <1.9E-T <I.IE-T    481
                                          'O.C1E-7    z0.1?E-T  0.49E-7                                      sO.ZE-T Site  A-11    07/27/89 <3.6E-T <I.lf-l    2;3OE-6    <9.7E-S    3.3E-?    <2.2E-7  <1.2E-7    <<1.2E-7    6.1E-7      <I.OE 7 <1.1E-7 <<2.9E-7 <2.8E-T <I.BE-7    352
                                          ~ 0.06E-6              a0.3E-T                                      'O.CE-7 Si te A-12 (e) 07/2?/89 <1.9E-7 <<6.3E-S      7;SE-7  <6.6E-S    9.5E-S      <I.CE-T  <5.3E-B    <<6.6E-&      l.'9E-7    <6.9E-B <<6.CE-S <1.9E-7 <<1.6E-T <I IE 7    487
                                            '0.3E.T              z1.7E-B                                      s0.2E-T
 
SLUOGE SAHPLES FRCH llRF LANOF ILL GAHHA SPECTROSCOPZ    RESULTS  in uCi/G Second  interim Report Saaiple                                                                                                                                                                  Sanple Collected        Gate      Ga-140  Co-58      Co-60    Cs-134  Cs-137      Fe-59        1-131      La-1CO  Hn-5C    ub-95    Sb-124  Sb-125      Zn-65    Zr-95  8 1 ze  0 Site A-13        07/27/89  <3.9E.7  <9.3E.B    9.91E-7  <1.0E-7    2.2E-7    <2;1E-7      <1.2E-T    <1.5E-T    2.6E-7  <9.9E-B  <1.4E-T  <2.6E-7    <2.2E-7  <1.6E-T      443 s0.52E-T            s0.3E-T                                      sO.CE-T
,Site A-14        07/27/89  <2.7E-7  <7.0E 8    5.03E.7  <B.OE-S    2.6E 7    <1.5E-7      <8.1E-S    <1.0E 7    1.1E-7 <7.2E-S  <B.OE.S  <1.9E-T    <1  9E-T <1.2E-7      585 s0.31E-T            s0.3E-T                                      xO.ZE-T 6.7E-7                            <7.1E-S    2.9E-7 <<7.9E-B  <<B.CE-B  <2.2E-7    <1.9E-7  <1.3E-7        456 Site A-15    (f) 07/27/89  <2.SE.T  <T.BE-B    1.22E-6    1.9E-7            <1.5E-7    . <9.1E-B 0.04E-6  e0.1E-7    0.4E-T                                      '0.3E-T
                                    <9.5E-B    T.TBE-7  <9.2E-B    1.6E 7    <2. 1E-7    <7. BE-B  <1;1E-T    1.9E-T <1.1E-7  <7.5E-B  <<2.5E-T    <2.4E 7  <1.5E-T        460 Site A-16        07/27/89  <2.5E-T z0.46E-T            s0.3E-T                                        0.3E-T
                                    <3.8E-B      1.34E-7 <3.9E-S  '<C.BE.B    <8.2E-S      <5.3E-B    <6.7E-S  <5.0E-B  <<C.CE-B  <C.2E-S <1  2E.T  <1.1E-7  <6.3E-B        527 Site A-17        08/03/89  <1.9E-7                                                                                                            ~
s0.13E-T Site A-18      08/03/89  <1.9E-7  <C.CE.B    <8.2E-S <4.9E-B  <5.2E-S    <9.'9E-B    <<6.7E-S    <6.2E-S    <5;Sc-8 <5.2E-B  <C.SE-B <1.3E-7    <9.6E-B  <B.SE-B        550 r
                                      <<3.1E-S    <5.9E-S  <2.9E-B  <3.4E-S    <5.8E-B      <2.7E-S    <3.6E-B    <3.9E-B <2.SE-S  <2.9E-S  <7.9E-B    <T.OE-B  <4.9E-S        517 Site A-19      08/03/89 .<<9.CE-S
                                      <3.2E-B    <5.3E-B  <3.2E-B  <3.9E 8  "
                                                                                <5.3E-S      <3.1E.S    <3.2E-B  <4.2E-B <3.4E-B  <Z.BE.B  <9.4E-B    <<9.2E-B  <5.8E-S        539 Site  A-ZO      08/03/89  <1.1E-T
                                      <3.2E-B    <4.3E-S  <2.9E-B  <3.CE-B    <6.8E-B      <4.4E-S    <5.4E-B  <3.2E-B  <4.0E-B  <3.2E-B  <8.2E-S    <7.5E.S  <5.2E-S        497 Site  A-21      08/03/89  <1.4E-7 Site A-22        08/03/89  <1.1E-7  <3.CE-B    <5.3E-B  <4.3E-S  <4.6E-B    <B.OE-B      <4.1E-B    <6.1E-B  <4 'E-8  <4.3E-B  <3.6E-B  <'1.0E-7 . <8.6'E.B  <5.9E-S        516
                                              .  <<6.7E-B  <3.3E-S  <4.3E.B    <9.3E-S      <5;SE-8    <<5.2E-B  <3.9E-B  <4.7E-S  <C.OE-B  <<9.1E-B    <1.3E-T  <7.2E 8        586 Site A-23        08/03/89  <1.5E-7  4.0E-B Table 4.0-2
 
0 0
 
SLUOGE SAHPLES FROH LVF LANOFILL GAHHA SPECtROSCOPT  RESULTS  in oCi/G Second lnterin  Report saayie                                                                                                                                                      Sarple Coilect&      Dote    Ba-1CO  Co-58      Co-60    Cs-134  Cs-137      Fe-59      1-131      Le-140  Hn-5C      Mb-95  Sb-12C  Sb-125    Zn-65  Zr-95  Size G Site  A-2C    08/03/89 <1.3E-7 <3.5E-B      1.9E-7  <3.8E-B  7.2E-S  <7.9E-S    <3.5E-B    <C.SE-S    4.5E 8  <4.1E-B <C.OE-B <1 ~ 1E-7 <9.7E.B <6.3E-S    478 s0.1E-T          e1.1E-S                                    s0.9E-S Site A-25    08/03/89 <1.2E-7 <3.1E-B      3.0E-7  <3.6E-B  6.5E-S  <7.6E-B    <5.3E-B    <C.OE-B    T.BE-B  <3.5E-S <3.5E-B <1.0E-T  <1.0E-7 <6.6E-S    511 s0.2E-T          Ri.OE-S                                    s1.0E-S Site A-26 (g) 08/03/89 <1.8E-7 <3.8E-S    2.268-7  <4.6E-S  1.2E-7  <8.7E-B    <4:BE-8    <5.5E-B    S.OE-B  <4.5E-B <3.5E-S <1.1E-7  <1.0E.7 <6.7E.B    552 s0.14E-7          s0.1E-7                                    s1.1E-B Site A-27    08/03/89 <1.7E-7 <5.1E.B    4.96E-7  <C.BE-B  1.2E-T  <1.0E-7    <5.3E.S    <5.6E 8  1.73E-7  <4.5E-B <C.CE-B <1.3E-7  <1-1E-7 <7.4E 8    5CC s0.22E.T          s0.1E-7                                    s.16E-T Site A.28    08/03/89 <6.9E-S <2.2E-S    <2.8E-B  <2.0E-S  1.2E-S  <4 9E-B    <2.2E-B    <2.4E-B  <2.1E 8  <2.3E-S <2.0E-S <5.5E-B  <5.4E-S <3.8E-S    599 sO.CE-S Site A-29    08/03/89 <1.5E-7 <3.5E-S      1.3E-7  <3.7E-B <5.4E-S    <9.9E-S  <4.8E-B    <5.2E-B  <5.1E-S  <4.SE-B <3.8E-B <1.0E-T  <T.TE-B <6.4E-S    540 s0.1E-T Site A-30    08/03/89 <1.9E-7 <5.1E-B .  . C.7E-7  <5.5E-B  1.2E-T    <1.1E-T  <6.1E-B    <5.0E 8    1.CE.7  <5.4E-S <5.7E.B <1.4E-7  <1.3E.7 <B.SE-S    511 s0.2E-T          s0.1E-T                                    s0.2E-T Site  A-31  08/03/89 <1.8E-T <5.2E-S    5.62E-7  <6.7E-S  2-7E-7    <1.3E-7  <6.4E-S    <5.4E S      1.6E.7 <6.5E.S <6.3E 8  <1.5E-7  <1.3E-7 <9.9E-B    5C9 0.3E-T          x0.2E-T                                    s0.2E-T Site A.32    08/03/89 <1.5E-7 <3.6E-S    2. 15E-7 <3.5E-B <5.0E-S    <S.BE-S  <C.TE-B    <5.0E-B    4.6E-S  <C.SE-B <3.6E-B  <1.0E-7  <9.4E-S <6.7E.B    556 s0.15E-T                                                      s1.1E-S Table 4.0-2
 
SLUOGE SAHPLES FROM MRF LANDFILL GABE SPECtROSCOPY RESULTS In uCI/O Second Interim Report Sample                                                                                                                                                    Saapie Collected    Gate    Ba-140  Co-58    Co-60    Cs-134    Cs-137      Fe 59      I 131    La-140  Hn-54    Rb-95    Sb-12C  Sb-125  Zn-65  Zr-95  site 0)
Site A-33    08/03/89 <1.6E'-7 <4.0E-B  <5.3E-S  <4.0E-S  <<C.OE-B    <S.5E-S    <<3.8E.B  <5.9E-B  <<4.6E-B  <CeCE  8 <<CrOE 8  9oCE S <1eZE 7 <<TeIE 8    5CD Site A-3C    08/03/89 <1.6E-7  <<4.6E-S  <<5.9E-S  <3.CE-B  <C.TE-S    <1.0E-7    <6.1E-S  <7.6E.B  <C.6E.B  <5.2E 8  <4.0E 8  <1.1E-7 <1.1E-7 <T.BE-B    560 Site A-35    08/03/S9 <1.5E-T  <3.5E-S  <<3.3E-S  <3.5E-S  <<3.5E-B    <6'.9E-8  <5.0E-B  <5.5E.B    3.0E-B <C.OE-S    2.8E-S <8.6E-S  B.CE-B <5.5E-B    528 Site A-36    OS/03/89 <8.7E-S  <2.3E-B I
                                        <3.1E 8  <2.7E-S  <3.1E-S    <5.3E-S    <<3.9E-S  <3.2E-S  <Z.3E-S  <3.0E.S  <Z.SE-B  <8.2E 8 <6.3E-S <5.1E-B    465 Site A-37 (h) 08/03/89 <2.3E-7  <5.7E-S  1.85E-6  <<6.5E-S  2.72E-7    <I.CE-7    <7.1E-B  <6.5E-B  4.07E-7  <6.7E-B  <5.7E-S  <1.6E-7 <<1.3E-7 <1.0E 7    416 xO.OCE-6            eO.ZOE-T                                t0.25E-T Site A-38    08/09/89 <2.9E-T  <7.5E-B    8. 1E-7  1.1E-7    4.7E-T    <1.5E-7    <9.1E-S  <7.9E-S    1.6E 7 <7.7E-S  <7.3E-B  <2.2E-7 <2.2E-7 <1.2E-7    465 tO.CE-T  sO. IE-7  s0.3E-T                                  tO.ZE.T Site A-39    08/09/89 <1.2E-7  <3.3E-S  1.34E-7  <3.3E-B  <C.OE-B    <7.5E-7    <C.7E-S  <C.IE-B    3.9E 8 <4.3E.B  <3.5E.S  <9.OE-B <S.SE-S <5.6E.T    453 s0.13E-7 Site A-40    08/09/89 <<Z.OE-7  <<4.8E-S    2.2E-7  <6.2E-S    I.CE-7  <1.2E-7    <6.0E-S  <5.7E-S    4.6E-B <5.]E-S  <C.TE.S  <1.4E-T <1.6E-7 <8.7E-S    518 tO.ZE-T            tO.ZE-T                                  61.3E.S Site  A-41  08/09/89 <<Z.IE-T  <4.7E-S    2.CE-T  <6.6E-B    1.7E-7    <1.3E-7  <7.9E.B  <<6.7E-S  <7. IE-8 <5.6E-B  <<6.3E.S  <1.5E.7 <1.2E-7 <8.7E.S    48Z IO.ZE-T            sO.ZE-T Site  A-CZ  08/09/89 <<2.0E-7  <<6-BE-8    2.7E-7  <5.8E-S    4.3E-B    <1.5E.B  <6.9E-B  <<7.1E 8  <9.OE 8 <6.7E.B  <6.OE-B  <1.5E-S <1.3E-T <1.1E-7    536 60.3E-7            tI.CE-S Site  A-C3  08/09/89 <<1.7E-T  <2.6E-B  <5.4E-B  <3.CE-B  <C.SE-B    <S.9E-7    <5.7E-B  <6.6E-B  <3.9E-B <C.7E-B  <<3.4E-B <<9.7E-B <1.1E-T <<6.2E-S    C76 Table 4.0-2
 
SLODCE SAHPLES FROH    IRF LANDFILL OAHHA SPECTROSCOPT    RESVLTS  in uCI/0 Second  Interim Report Sac@le Saapie Collected    Date      Ba-ICO    Co-58      Co-60    Cs-134    Cs-137        Fe-'59      1-131      La-1CO  Hn-5C    Nb-95    Sb-124  Sb-125    Zn-65    Zr-95  Size 0 Site  A-4C  08/09/89  <1.6E-7  <<C.IE-S    3.36E-7  <4.6E 8      4.6E-S    <1.0E-7    <5.2E-S    <6.3E S    4.9E-S  <C.6E-S  <4.5E-S  <1.2E-7  <1.1E-7  <7.SE-S    472 t0.19E-7                s1.1E-S                                      RI. IE-8 Site A-45    08/09/89  <2.0E-7  <C.lE-S    <7.3E.S  <4.8E-S    <5.8E-B    <1.3E-7    <6.2E-B      5.7E-B  <6.0E-B  <5.3E-B  <4.9E-S  <1.3E-7  <9.1E-S  <<6.6E-S      51C Site  A-C6  08/15/89  <1.2E.7  <<2.5E-B    <2.9E-S  <2.9E-S    <3.7E-S      <6.3E.S    <3.5E-S    <C.7E.B  <3.2E-S  <3.0E-B  <2.7E-B  <8.9E-S  <8.6E 8  <5.6E 8      509 S i te A-47  08/15/89  <1.4E-7  <4.1E-B    <C.SE-B  <3.9E-B    <4.2E-S      <8.6E-S    <3.7E-S    <7.0E-S  <3.9E-S  <4.9E-S  <3.7E-S  <1.1E-7  <<1.1E-7  <<9.0E-S  '44 Site A-48    08/15/89  <I ~ 5E-7 <3.9E-B  ~ <<C.1E-B  <C.OE-S    <<C ~ IE-8    <'8.7E-B  <4.7E-S    <5.7E-S  <4.6E-B    4.3E-B <C.OE-B  <1.1E-7  <1.2E-7  <7.8E 8      531 Site A-49    08/15/89  <1.1E-7  <3.2E-S      1.2E-7  <C.1E-S    <5.7E-B      <9.6E-B    <3.9E-S    <C.9E-S  <5.1E-S  <4.3E-S  <4.3E-S  <1.1E-7  <1.3E-7  <6.6E-S      599 0.1E-7
                      <1.8E-7  <4.7E-B    4.93E-7  <6.0E-S      1.2E-7    <1.3E-7    <4.8E-S    <5.3E-B    1.2E-7 <5.0E-B  <5.6E-S  <1.5E-7  <4.6E.B  <1.5E.7      51C Site A.50    08/15/89 10.26E-7              s0.2E-7                                      a0.2E-7 Site A-51  08/15/89  <1.7E-7  <4.6E-S      <7.8E-S  <4.8E-G    <5.3E-B    <S.7E-B    <4.3E-S    <5.6E-B    5.5E-B <C.BE-S  <C.1E-B  <1.2E-7  <1.3E-7  <7.3E-S      605
                                  <7.3E-S    1.15E-6    1.3E-7      5.2E-7    <1.5E-7    <<6.9E-S    <<8.2E-B    3.3E.7 <B.OE.S  <<9.5E-G <2.3E-7    <2.1E-7 <1.4E-7      503 Site A-52  08/15/89  <2.6E 7 tO.OCE.6    sO ~ IE-7  tO.CE-7                                        0.3E-7 Site A-53    08/]5/89 <1.4E-7    <3.6E.S      1.2E.7  <4.4E-S    <4.9E-B    <8.6F-S    <3.8E-B'C.IE-B        <<5.7E-B  <3.9E-S  <3.8E-B  <'1.2E-7  <1.3E-7  <7.0E 8      525
: 0. IE-7
                                                        <3.8E-S    <4.7E-S      <I.IE-7    <4.2E-S    <<5.5E-B  <5.1E-S  <5.CE-S  <4.1E-S  <1.2E-7  <1.CE-7  <9.3E 8      582 Site A-54    OS/15/89  <I.SE-7  <C.2E.B    <<C.3E-G
                        <1.6E-7              <<5.3E-G  <3.7E-S    <<C.7E-S    <9.0E-B    <4.5E 8    <5.8E-S  <C.9E-S  <C.5E-B  <<3.2E-B  <1,2E-7  <1.0E-7  <7.9E 8      525 Site  A-SS  08/15/89            <C.OE-G Table 4.0-2
 
0 SLUDGE SAMPLES FROM I'RF LANDFILL GAMMA SPECTROSCOPT  RESULTS  in uCi/G Second interim Report Saayle                                                                                                                                                          Saayle Collected  Date    'a-140    Co-58      Co-60    Cs.134  Cs-137      Fe-59      1-131      La-1CO  Mn-5C    Mb-95    Sb-124  Sb-125  Zn-65    Zr-95  Size 0 Site A-56  08/15/89  <1.1E-7  <3.0E-B    <3.8E-B  <2.8E-B  <3.7E-B    <6.4E-B    <3.2E-S    <2.5E-S  <3.1E.S  <3.5E-S  <2.9E-B  <?.BE-B  <<7.6E-S  <5.8E-S    540 Site A-57  08/15/89  <1 'E-7  <3 'E-8    1.?BE-7  <4.0E-S  <5.3E-B    <9-2E-8    <3.9E-S    <5.6E-B  <5.1E.B  <4.5E-S  <4.0E-S  <1.2E-7  <1.1E-?  <6.CE-B      529 x0.13E-?
Site A-58  08/15/89  <1.9E-7  <C.SE-B, <1.2E-7    <5.9E-S  <7.6E-B    <1.1E-7  <4.6E-B    <5.6E-B  <7.CE 8  <6. 1E-8 <5.0E-B  <1.5E-?  <1.2E-7  <9.1E.S      515 Site A-59  08/15/89  <1.7E-T  <4.8E-S    <6.5E-B  <C.5E-B  <5.1E-S    <1.0E-7    <C.SE:8    <5.1E-S  <C.6E.S  <C.3E-B  <C.CE-S  <1.1E-7  <1.5E-T  <7.?E-B      580 Site A-60  08/15/89  <2.2E-7  <7.1E-S    8.41E-T  <9.2E-B    1.?E-7    <1.4E-7    <6.1E-S"'5.5E    8    1.CE-7 <6.2E-B  <6.9E-S  <1.9E-7  <1.9E-7  <9.9E.S      CB9 s0.3?E-?          s0.2E-T                                    a0.2E-?
Site A-61  08/15/89    <8.1E-B <2';3E-8  <3.2E-S  <2.4E-'8 <2.9E-S    <5.?E-8    <2.5E-S  <3.1E.B  <2.6E-S  <2.5E-B  <2.3E-B  <7.4E-B  <5 'E-S  <C.1E-S      51C Site A-62  08/15/89    <1.6E-? <4.2E-S    <6.4E-S  <4.2E-S  <5.2E-S    <7.6E.B    <5.0E-B    <7.CE-B  <<4.9E-S  <5.1E-B  <3.7E-S  <1.2E-7  <1.0E-7  <7.7E-B      502 4
Site A-63  08/15/89    <1.0E-T  <3.2E-S  <3.1E-S  <2.?E-S  <3.2E-B    <4.6E-S    <3.9E.S    <3.2E.S  <2.8E.S  <3 9E-S  <2.9E-S  <8.9E-S  <6.6E-B  <5.0E.B      467 Site  A-64 08/15/89    <1.5E-7  <C.7E-B    <5.3E-B <5.2E-S  <5.5E-S    <<7.2E-S    <C.OE-S    <5.4E-S  <4.1E-S  <5.0E-B  <3.7E.B  <1.1E-7  <1.1E-7 <6.7E-S      507
                                <2 ?E-8    <2.9E-B <2 5E-B  <<2.8E-B    <4.6E 8    <3.2E 8    <C.CE 8  <2.3E S  <3.5E-B <2.6E-B  <6.9E-B  <T.TE-B  <5.1E-S      C62 Site A-65  08/15/89  <1-OE-7 Site A-66  08/15/89  <1.1E-7  <2.9E-B    <4-6E-8  <3.0E-S  <3.0E 8    <5.9E-S    <3.6E-S    <C.2E 8  <3 'E-8  <3.?E-8  <<3 1E-8  <8.2E-S  <7.3E-B  <5.8E-S      483 Site A-67  08/15/89  <1.6E-7  <5. 1E-8    2.0E-7  <6.?E-S  2.1E-T    <1 'E-7    <<5.6E'-8    <7.?E 8  <<7.7E-B  <5.CE-B  <6.4E-B  <1.6E-T  <1.?E-7  <8.5E-B      51?
s0.2E-?            0.2E 7 Yahle 4.0-2
 
SLMGE SAHPLES    FROH MRF LANDFtLL GAHHA SPECTROSCOPT    RESULTS  fn uCt/G Second  Interim RePort Saayte                                                                                                                                                          Sa~te Collected  Oate      . Ba-140    Co-58    Co-60    Cs-134  Cs-137        Fe-59  '-131          La-140  Hn-5C    Mb-95  Sb-124  Sb-125  Zn-65  Zr-95  Sfze    G Site A-68    08/15/89  <2 5E-7  <6.0E-B, 5.56E-7    <6.SE-B  1. 1E-7  <1.3E-7    <6.4E-S    <7.4E.B    1.4E-7  <7.3E-B <6.1E-B  <1.8E-7  <1.6E-7 <1.1E-7    477 a0.31E-7          aO ~ 2E-7                                    a0.2E-7 Site A-69    08/15/89  <1.6'E-7  <C.1E-B  3.99E-T  <4.4E-S  8.3E-B    <9 ~ 1E-8  <4.7E-S    <5.3E-S    1.1E-7  <C.TE-S <4.0E-B, <1.2E-T  <1.1E-T <6.9E-B    475 aO.ZOE-7          at.2E-B                                      a0.1E-T Site A-70    08/15/89  <1.5E-7  <5.7E-B  2.26E-7  <5.0E-S <7.5E-S    <1.3E.7    <4.0E-B    <C.9E-B  <6.7E.S  <5.7E-B <S.OE.S  <1.4E-7  <1.3E-7 <8.9E-B      563 a0.20E-T Site  A-71  08/22/89  <1.'9E-7  <5.0E-B  <6.4E-S  <4.5E-S <5.2E-S    <1 'E-7    <6.6E-S    <S.9E-S  <C.6E-S  <4.7E-B <4.3E-S  <1.2E-B  <1.4E-7 <9.8E-B      549 Site A-72    08/22/89  <1  TE-T  <4.0E-S  <4.9E.B  <3.6E-B <4.8E-S    <8.5E-S    <5.6E 8    <4.BE 8  <3.9E-B  <4 3E-8 <<3.3E 8  <1 1E  7 <<9.7E-S <7.5E-S      590 Site A-73  OS/22/89    <1.7E.7  <3.8E-S    6.1E-S  <3.5E-B <C.3E-S    <9.5E-S    <5.6E-S    <5.4E-B  <<C.CE-B  <4.9E-S <3.4E-S  <1.0E 7  <1.1E-T <T.OE-B      552 Site  A-TC . 08/22/89  <2.3E-7  <4.2E-S  <T.3E 8  <5.7E-S <7.2E 8    <1.3E-7    <6.3E 8    <8.9E-S  <<5.6E-S  <6.3E-S <4.6E-B  <1.3E.7  <1.6E-T <9.9E-B      550 Site A-75    08/22/89  <2.4E-7  <6.2E-S  <4.5E-B  <4.8E-B <6.3E-B    <1.5E-7    <8.2E.B    <8.5E-B  <5.0E-B  <6.1E-B <4.4E-S  <1.3E.7  <1.6E-T <1.1E T      574 Site A-76    08/22/89    2.3E-7  <6.1E-S      '5.4E-S
                                            <5.6E-B
                                            ~
                                                              <6.6E-B    <1.4E-7    <S.2E-B    <1.OE-7    5.9E-S  <<7.4E-B <<4.2E.B  <1.3E-7  <1.7E-7 <<7.9F-B      629 Site A-77    08/22/S9  <2. OEt 7 <C .5E-8  <9.1E-B  <4.7E-B  5.6E-S    <1.1E-7    <6.OE-B    <6.6E-B  <6.IE  S <5.5E-S <4.6E-B  <1.1E-T  <1.3E-T <<9.SE-S      522 Site A-78    08/22/89  <2.2E-7  <4.2E-S      1.1E-7 <5.5E-S <6.3E-S      <1.2E-7    <<7.0E-S    <<5.2E-S  <6.0E 8  <6.1E-S <5.2E.S  <1.CE-7  <1.CE 7 <'I.OE 7    556 a0.1E-T Site A-79    08/22/89  <1.6E.T  <3.6E-B  <5.1E-S  <3.2E-B  <C.6E-B    <S.BE-S    <4.3E-S    <<C.9E-B  <3.6E-S  <3.7E-S <<3.5E-B  <1.iE-7  <1.4E-7 <6.6E-B      479
 
h SLUDGE SAHPLES FROH URF LANDFILL GAHHA SPECIROSCOPY    RESULIS  in uCi/0 Second  interim Report Sanple                                                                                                                                                                    Sea@le Collected  - Date      Oa-140      Co-58    Co-60    Cs-134    Cs-13?    - Fe-59      1-131      La-1CO  Hn-54          Nb-95    Sb-124  Sb-125    2n-65    Zr-95  Size    G Site A-80    08/22/89  <2.0E-7    <4.4E-S  <7.5E-B  <C;CE-8  <5.5E-S    <8.6E-B    <5.CE-S    <<7.2E-B  <<3.7E-S      <C.9E-S  <C.'5E-8 <1.2E 7  <1.1E-7  <6.BE-B      476 t
Site A-81    08/22/89  <<1.4E-7    <<3.2E-B  <C.1E-B  <<3.7E-S  <4 2E 8    <<7  1E 8  <4.2E  S  <<4.CE-B  <3.8E-S      <C.7E-S  <3.4E-B  <9.0E-B  <1.18.7  <6.3E 8      CBC Site A-SZ    08/22/89  <1.4E-7    <3.9E-B  <6.1E-S  <C.SE-S  <5.1E-B    <6.4E-S    <C 6E  8  <4.8E-S  <4.7E-S      <4.0E-S  <4.2E-B  <<1 ~ 1E-7 <1-OE-7  <6.8E-S. 496 Site A-83    08/22/89  <1.0E-7    <2;6E-8  <<3.6E-B  <2.6E-B  <3.6E-B    <4.7E-S    <3.3E-B    <4.1E-S  <2.3E-S      <Z.5E 8  <Z.4E-S  <<7.3E-S  <6.2E-S  <4.3E.B      421 Site A-84    08/22/89  <1.2E-7    <3.2E-S  <2.7E-B  <2.3E-B  <3.2E-B    <6.0E-S    <4.7E-B    <3.7E-B  <2.9E-S      <3.0E-B  <Z.SE-B  <7.4E-S  <6.?E 8  <4.7E-S      533 Site A-85    08/22/89  <1.1E-T    <2.8E-B  <2.?E-S  <3.0ErS  <4. 1E-8    <4.?E-B    <3.5E-B    <3.6E-S  <3.2E-B    - <3.5E-S  <2.9E-B  <9.1E-B  <7.2E-B  <5.3E-S      468 Site A-86    08/22/89  <1.1E-7    <3.0E-S  <3.9E-B  <3.2E-B  <3.7E-B    <6.3E-S    <C.IE-S    <5.3E-S  <3.3E-B      <4.1E-S  <3.2E-S  <1.0E-7  <5.6E-S  <6.3E.B      50S Site A-87    08/22/89  <1.CE-7  - <3.0E-S  <C.BE-B  <3.0E-S    2.2E.B    <7.2E-S    <5.1E.S    <4.6E-B  <3.2E-S      <3.2E-B  <3.0E-S  <7.7E-S  <6.7E.B  <4.6E-S      450 s0.7E-B Site  A-BS  08/22/89  <1.1E-T    <2.?E-S  <3.2E-S  <2.7E-S  <4.1E-B    <6.7E-S    <3.BE-B    <5.4E.B  <Z.BE-B      <Z.BE-B  <2.5E-B  <8.6E-S  <5.1E-B  <5.4E-B      507
'Site  A 89  08/30/89  <3;3E-7    <4.3E-S  <C.CE-S <3.3E-B  <C.CE-S    <8.2E-B    <1.BE-7    <1.2E-7  <4;OE-B      <C.9E-S  <<C.1E-S  <9.6E-B  <8.2E 8  <7.6E-S      550 Site A-90    08/30/89  <2.9E-7    <4.8E-B  <4.2E-S  <<3 'E-8  <4.?E-B    <1.2E-?    <1.3E-7    <1.5E-7  <4.2E-S      <5.6E.B  <4.1E-B  <1.2E-7  <1.4E-7  <7.7E 8      606 5i te'-91    08/30/89  <2.3E-T    <3.3E-S  <3.0E.B  <2.BE-B  <3.5E-B    <8.1E-S    <1.3E-7    <5.9E-S  <3.6E-B      <4.1E-S  <3.4E-B  <7.8E-S  <8.1E-S  <6.1E-B      456
                                                                                                                      'I Site A-92    08/30/89  <2'.6E-7    <4.1E-S  <3.4E-S  <3.3E-S  <3-7E-8    <8.5E-B    <1.2E-7    <9.9E 8  <3.9E-B      <5 1E-8  <3 7K-8  <9.4E-S  <<8.7E-S  <6.4E-S      C81 Site A-93    08/30/89  <3.3E-?    <4.7E.S  <6.6E 8  <C. 1E-8  <3.9E-S    <9.3E.S    <1.3E-7    <1-1E-7  <3.1E-B      <<5.0E-B  <4.3E-S  <1.1E-7  <9.8E 8  <7-3E 8      471 Table 4.0-2
 
SLUDGE SAHPLES FROH WRF LANDFILL I
GAHHA SPECTROSCOPY    RESULTS  fn uCI/O Second  Interia  Report Sac@le                                                                                                                                                      Sample Collected    Date    Ba-1CO    Co-58  Co-60    Cs-13C  Cs-137. Fe-59      1-131      La-140  Hn-5C    Nb-95    Sb-12C  Sb-125  Zn-65    Zr-95  Size    0 Site  A-9C  08/30/89 <3.0E-?  <4.?E-B <7.2E-S  <4.8E-B <5.0E-B  <1.0E-7      <1.6E-7    <1.5E-7  <C.CE-B  <<5.9E-B  <C.9E-B  <1.2E-? <1.2E-7    <9.3E-B    472 Site A-95    08/30/89 <1.8E.?  <3.0E-S <C.CE-S  <2.?E-S <3.2E 8  <7.4E 8      <1.0E-7    <7.2E.S    2;5E 8  <4.3E-S  <3.3E-B  <B.OE-B <<6.9E-S    <5.8E.S    C72 s0.?E-S Site A.96    08/30/89 <1.1E-7  <3.1E-S <C.CE-S  <2.5E-S <3.2E-B  <6.8E-B      <4.3E-B    <4.CE-B  <3.4E-B  <3.5E-B  <2.?E-B  <7.1E-B <7.5E-S    <5.2E-B    582 Site A-97    08/30/89 (1;7E-7  <3.2E-S <3.4E-B  <3.0E-S <3.6E-B  <6.0E-S      <5.4E-S    (4.9E-B  <3.2E-B  <3.6E-B  <3.0E-S  <9.2E-B <6.3E-S    <5.7E-B    478 Site  A-9S  08/30/89 <1.2E-7  <2.5E-S <2.6E-S  <2.3E-B <3.1E-B    5.3E-S    <C.2E-S    <<3.7E.S  <2.5E 8  <3.0E S  <2.3E.S  <5.7E-B  <<6.2E.S  <4.8E-B    463 Site A-99    08/30/89 <3.1E-7  <4.3E-B <4.9E-S  <4.1E-B <5.0E-S  <1.2E-7      <1.5E-?    <7.7E.B  <<4.3E 8  <5.9E-B  <3.9E 8  <1.1E-7  <9.2E 8  <7.0E-S    467 S i te A-100 08/30/89  <2 3E-7  <3.1E-B <3.3E-B  <<2.9E 8 <3.0E-B  <6.?E 8      <1.2E-7    <B.CE-B  <2.8E-S  <4.1E-B  <3.4E-S  <<8.3E-S  <6.3E-S  <5.5E-B    492
(
Site A-10'I  08/30/89'2.7E    7 <3.7E-B <6.2E-S  <<3.5E-B <C.OE-S  <<9.9E-S      <1.4E-?    <1.1E-7  <4.4E-S  <5.8E-S  <4.1E.B  <1.0E-7  <9.1E-B I <8.6E.B    492 Site A-102  08/30/89  <2.0E.7  <3.7E.B <5.6E-B  <3.0E-S <3 9E.S  <<8.9E-S      <7.1E-S      6.6E-S  <4.CE-B  <4.5E-S  <3.6E.S  <9.7E.S  <8.4E-S  <<6.4E.S    499 Site A-103  08/30/89  <1.5E-7  <2.CE-S <3.1E  S <2.5E-B  2.9E-S  <4.9E.S      <6.8E-S    <4.4E-S  <Z.SE-B  <3.5E-S  <2.7E-B  <7.7E-B  <6.5E-S  <4.7E.B    434 Site A-104  OS/30/89  <I. IE-? <2.0E-B <2.1E.B  <<I.BE-B <2.3E-S    <4 ~ 1E-8  <3.9E-S    <<2.8E-S  <2.4E-B  <Z.6E-B  <1.9E.B  <6.0E-B  <4.6E-B  <3.BE-B    485 Site  A-105 08/30/89  <9.7E.S  <2.8E-B <C.ZE-S  <2.9E-B <3.7E-S    <6.2E-B  ~ <3.4E.B    <4.5E;8  <2.6E 8  <3.2E-S  <3:1E-8  <7.8E-B  <7.4E-S  <5.3E-B    44C Site A-106  08/30/89  <1.8E.?  <3.8E-S <4.9E.S  <3.2E-S <3.9E-B    <<7.4E-B    <<4.8E-B    <<5.7E-B    <<4.3E.S <<3.8E.B    <3.7E.S  8.6E-B .<7.9E-B  <5.?E.S      482 Table /I.0-2
 
SLUDGE SAMPLES FROH 'LlRF LAMDFILL GAFNA SPEC1ROSCOPY    RESULTS  in vCi/G Second  interim Report Sompie                                                                                                                                                                    Sample Collected    Dote  . Ba-140    Co-5S      Co-60    Cs.134  Cs-137      Fe-59      1-131      La-140  Hn.54      Mb-95    Sb.12C    Sb-125  Zn-65    Zr-95  Size    G)
Site A-107    08/30/89  <1.6E.7    <C.3E.S    <C.2E-S  <3.3E.B  <4.3E.B    <7.1E-B    <5.8E-S    <7.28-8  <3.5E 8    <4.7E 8  <3.8E 8    <<B.BE 8  <8.7E 8  <6.3E 8      463 Site  A-'108  08/30/89  <1.8E-T    <3.8E.S    <5.9E-B  <3.5E-B  <C.BE-S    <9.6E-B    <<6.8E-S    <6.2E-B  <4.2E-S    <<5.1E-S  <3.7E'8    <9.0E-B  <1.0E 7  <7.6E S      657 Site A.109    08/30/89  <1.5E-7    <<C.OE.B<<C.9E-S      <3.2E-S  <<4.3E-B    <<8.6E-B    <5.4E-B      6.1E-B  <<4.1E-S    <<5.0E-B  <3.3E.B    <9.?E-S  <8.9E-S    5.9E-B    551 Site A-110    08/30/89  <1.6E-T      Z.9E-S    3.5E-S  <Z.OE-B    2.0E-S    T.OE-S      6.?E-&    <5.3E-B  <2.8E-B    3.5E-S  <2.CE.S    <<6.5E-B  <5.9E-S  <5.0E-B  ~
695 s0.5E-S Site  A-111  08/30/89  <C.OE-7    <5.9E.S      1.3E-7  <6.3E-B  <7.6E-S    <1.5E-S    <2.0E-7    <1.8E-7  <B.CE-B    <7.9E.S  <6.8E.B    <1.4E 7  <1.4E.T  <1.0E.7      565 0.2E.7 Site A-112    08/30/89  <1.9E-T    <3.8E-B    <6.5E-S  <3.5E-B  <<C.9E-S    <1.0E-S    <7.3E-B    <7.2E-B    C.CE ~ 8 <4.9E-S  <3.?E-S    <1.1E-7  <9.4E-B  <7.7E-B      506 Site A-113  08/30/89  <1.3E-T  .  <2.2E-B  <2.6E-B  <2.0E-B  <2.3E.B    <5.5E-S    <5.9E-B    <3.8E-S  <Z.ZE-S    <2.6E-S  <2.2E-S    <5.6E-S  <5.4E-S  <4.2E-B      531 Site  A-114  OS/30/89  <1.2E 7    <Z.CE S    <3.2E.S  <2.2E-B <3. 1E.S    <6.3E.S    <5.2E-B    <C.7E.S    <2.?E-8  <2.9E-B  <2.5E.B    <6.8E-B  <6. 1E.B  <C.3E.S      C89 site  a-115  10/12/89  <<C.CE-T    <5.5E-B    <5.6E-S.  <C.6E-S  <5.0E-B    <1.1E-7      Z.7E-T    <Z.ZE-6    4.9E-B  <6.5E-S  <5.0E-B    <1.CE-7  <1.4E-7  <1.2E-T      557 Site A.116    10/12/89  <3.CE-7    <C.OE-S    <4.1E-S  <2.8E-B  <3.4E-B    <9.6E-B    <1.9E-T      9.6E-S    3.3E-B  <C.BE-S  <3 ~ CE-8  <7.6E-S  <<8.7E-B  <6.BE-S      60C Si te a. 11?  10/12/89  <3.?E-7    <<C.CE-S ~  <<5.1E-S  <<3.CE-B  <3.9E-B    <1.2E-T    <1.9E-T    <1.2E-7    <3.9E-B    <5.6E.S  <4.1E S    <9.7E.B  <1.2E.7  <7.2E 8      666 Site A.118    10/12/89  <3.CE 7    <C.OE.B    <<3.5E.S  <2.9E.B  <3.5E 8    <9.3E-S    <1.?E-T    <1.2E-7  <3.5E.S    <5.5E.B  <3.BE.S    <7.5E.S  <8.3E.S  <7.3E 8      649 Site A.119    10/12/89  C.CE.7    <C.OE-S    <<C.2E-S  <C.3E-B    C.SE-B    8.3E-S    <2-.0E-T    <<1.8E-7    3.28-8    6.0E-B  5.3E-S    <1.2E-7  <1.2E-7  <<S.SE.S      506 Table 4.0-2
 
SLUDGE SAHPLES FROH VRF LARDFILL GAHHA SPECIROSCOPT    RESULTS  in uCi/G Second  Interim Report Saepi e                                                                                                                                                                  Saepte Co>lected                  Ba.140    Co.58    Co.60    Cs-13C  Cs-137      Fe-59      I 131      La-140    Hn-5C      Nb-95      Sb 12C  Sb-125  Zn.65    Zr-95  Site    G)
Site A-120        10/12/89 <3.3E-T  <C.3E-B  <<3.6E-S  <3.5E-B  <3.2E-B      9.0E-S    <1.9E-7      I. IE-7    <<3.4E-B    5.1E-S,  <3.7E-B <7.5E-S  <<6.2E-S  <<6.0E-B    483 Site  A 121      10/12/89 <<3.2E 7  <4.6E 8  <<5.7E-S  <3.4E-B  <C.CE-S    <S.CE.S    <1.6E-T      <9.7E-S    <<3.9E 8  <6.7E-B    <4.6E:8 <9.0E.S  <I.OE.7  <<S.5E 8    5C4 Site A-122        10/12/89 <C.CE.T  <C.6E 8  <<C.IE-B  <C.2E-B  <3.6E-S    <I.IE-7    <I.BE.7      <6.3E-S    <C.9E.B  <7.2E-S    <5.3E.B <1.3E-7  <'l.lEL7 <<9.1E.B    492 1
Site A-123        10/12/89 <2.6E-7  <3.7E.B  <<C.OE 8  <2.7E 8  <3.6E 8    <B.CE.B    <1.6E-7      <I.IE-7  . <3.3E 8    <<C.SE 8    <3.4E 8 <9.2E 8  <8.9E-B  <<4.3E 8      537 Site  B          07/18/89 <1.5E-7  <3.6E-S  <6.0E-S  <C.1E-S  <5.2E-S    <9.9E-7    <C.CE-S    <<5.0E-B    <C.6E-S    <C.9E-B    <3.3E-B <1.1E-T  <1.2E-7  <<6.9E-S      C09 surface Site 8            07/18/89 <9.9E.B  <3.1E.S. <3.3E.S  <2.9E  S <3.1E-S      6.3E.S    <2.7E.B      3.2E.B    <3.0E 8    3.CE.B  ~ <2.9E.7 <T.BE.T  <8.6E-B  <4.6E 8      575 interface Site  B          07/18/89 <T.CE.B  <I.BE-S  <<2.5E 8  <2.3E-B  <2.5E-S    <C.IE-B    <2.9E-B      2.3E-B  ,
2.C'E S  <2.7E 8    <2.2E.B <6.1E.S  <C.4E.B  <3.8E-B      550 subbase Site B.l        07/2C/89 <'I. IE.7 <3.8E-S  <5.CE-S  <3.CE-S  <C.OE.S    <6.CE-S    <3.3E-B    <<3.9E 8    <?.9E.S    <3.7E-S    <3.2E.S <I.OE.7  <S.CE-S  <6.1E.S      C67 Site S-2        07/24/89  <9.9E.B  <2.8E-S <2.9E-B  <2.9E.S  <3.1E-B    <5.6E-S    <2.8E-S    <4.7E-S    <3.2E'8    <<3.3E.S    <2.8E.B <7.8E-S  <5.2E-B  <C.BE.S      490 Site  8 3    . 07/24/89  <8.3E 8  <2.2E.S  8.7E-B <2.2E-B  <3. IE-8  <4.9E.-S      2.6E-B    <2.5E-B      3.0E.S  <2.6E 8    <2.1E.S <7.2E 8  <6.0E  S <C.IE 8      509 sO.TE-B                                                          s0.6E-B Site 8.3        OS/30/89  <4.6E-7  <5.7E-B  <8.2E.S  <5.4E-B  <<6.1E-B    c1.5E-7    <2.1E-7    <1.9E-7      <<6.3E.S  .<<8.2E 8    <2.9E-B cl'.2E 7 <I,OE-7  <9.4E 8    464 (second san@Le)
TABLE /F.0-2


3.0 WASTE STREAM DESCRIPTION Two primary routes exist for potential low levels of radioactivity to reach the circulating water system (and the cooling water sludge).The first requirement in either case is for an unusual conditio'n, specifically, a primary to secondary leak to occu'r in, the steam.-generator.
SLUDGE SAMPLES FRCN NRF LANDFILL GA)NQ SPECIROSCOPF    RESULIS  in vCI/O Second  Interim Report Saepi e 5~I e                                                                            Fe-59      1-131      La-ICO    Vn-54      Nb-95    Sb-IZC    Sb-125    Zn-65    Zr-95  Size    0)
Due to the higher pressure of the primar." coolant, any small leaks will allow the radioactive coolant water to seep into the secondary system.The plant is designed with radiation'onitors on the steam generator blowdown system to identify levels of radiation prior to the contamination in the secondary system becoming a source of offsite release of radiation.
Collected      Date      Ba-1CO    Co-58      Co-60    Cs-13C    Cs-137
In addition,'eriodic samples are taken of the blowdown from the steam generators and'nalyzed for radioactivity, as well's chemical contaminants.
                                                          <3.1E-S              <7-6E 8    <4.2E 8    <C.CE-B    <3.2E 8  <3-7E 8  <3-1E-8  <8.9E 8  <7.6E 8  <6.1E 8    C&2 Site  B-C      07/24/89  <I.IE    7 <3 ~ CE 8  <3.CE 8            <4-3E 8
These samples are more sensitive than the inline monitoring equipment.
                                                <'I.2E-7  <6.8E-S    9.3E.B    <I.CE-7    <6.1E-S    <I.OE-7      7.5E-S  <6.0E-B  <7.0E-S  <1.7E-T  <1.6'E-8  <9.2E-B      C15 Site &-5      07/24/89  '<Z.CE-7  <6.?E.B 2.0E-S
Any contamination that does leak into the steam generator secondary side may be carried over: in the steam (in very tiny water droplets)to the condenser or as very low levels of.contamination left after blowdown.In the condenser, the radioactive material becomes part of the dissolved and suspended materials in the condensate.
                                                          <I.IE-T                                      <I.IE-?    <S.3E-&  <8.4E-S  <8.?E.S  <2.5E-7  <2.0E-?  <1.7E-7      330 Site 8.6  (i) 07/ZC/89    <2.9E-7  <<9.6E-S    <I.OE.7            1.51E-T    <1.7C-T    <8.7E-B 0.27E-7
The first and probably a minor pathway by which this contamination could reach the circulating water system (and the cooling tower), is by condenser reject to the circulating water system.The normal mode of operation is to.reject or makeup water to the condenser from a condensate storage tank in order to control"the water level in the hotwell.However, at times the condensate tank may be full when level is still increasing in the hotwell.At these times, the reject line is routed to the circulating water system~instead of the condensate storage tank.Due to the very low concentrations ofactivity in the condenser hotwell water and the infrequency of reject directly to the circulating water, this route is considered as a probable minor pathway.
                                                                                <I.OE-7    <5.6E-S    <7.3E.S      <4.3E.S  <5.CE-B  <4.9E-B  <1.4E-T  <I.OE 7  <9.6E-S      402 Site &-7  (j) 07/24/89    <I.'?E..7 .<5.0E-S  <6.2E-B  <5.0E-S    8.6E-B el.CE-B 5.5E-B  <3.7E-S    7.8 -S      B.CE-S    <4.6E-B    <5.4E-S      3.CE-S  <C.IE-S  <3.6E-S    9.8E-B  <<8.9E-S    6.ZE-S*    C26 Site 8-8 (k)   07/2C/89    <I.CE-7    <3.5E.S I.OE-S Site 8-9      08/30/89  <1.4E 7    <3.0E-S    <C.BE 8  <3.6E.B  <C.6E-S    <7 7E-8    <C.3E-B    <C.BE-S    <3.1E-S  <5.9E-S  <C. IE-S, <1.1E-7  <7.8E-S  <6.3E.B      421
I 1 The-second route for the contamination to take in order to reach the circulating system is through t'e low total dissolved solids (TDS)sump.Regeneration of the condensate demineralizers requires that the resins be transferred from-the normal in process vessel to a regeneration skid.The regeneration skid contains three vessels, one cation,.one anion, and a remix vessel.The spent resin-is first transferred to the cation vessel.In this vessel, the resins.are backwashed to remove the suspended solids, which were filtered during the run cycle..In addition, the backwash separates the lighter anion resin from the heavier cation resin.The lighter-anion resin is transferred into the anion regeneration vessel and the cation and, anion, resins.are regenerated with nitric acid,and sodium hydroxide, respectively.
                                                          <3.2E 8  <5.3E-B      6.1E-S      C.SE-B    <<6.OE-B    <<4.3E-B  <C.6E-B    4.IE-S  <I.IE-T  <I.IE-T  <6.&E-B . 451 Site 8- 10    08/30/89    <1.6E-7  <C.4E ~ 8  <C.CE 8
'he regenerated resins are then rinsed with demineralized water'o-remove traces of the regeneration chemicals.
                            <<1.5E-7    C.2E.S    3.9E.S  <3.6E-B  <C.SE-B    <7.0E.S    <C.9E 8    <<6.7E.S    <<C.CE-B  <C.3E.S    C.OE.S  <I.IE-7  <7.7E-B    B.OE-S      C3?
Both the regenerant waste and the initial rinse waters are routed through the~high TDS sump to the chemical waste neutralizing tank.Both the regenerated
Site 8-11      08/30/89
.anion and ca'tion resins are transferred to the mixed holding vessel, the transfer water acting as a final rinse.This final rinse water is directed to the low TDS sump.The regenerated resins are simply held in the.mixed vessel unit until the next inline vessel is exhausted and transferred into the vessel'after regeneration of that vessel is started.The waste water which was routed to the chemical waste neutralizing tank is sampled for chemical parameters and radioactivity prior to discharge to the retention basin.The low TDS sump water is not routinely sampled E unless radioactivity may be present as previously indicated by activity in the chemical waste neutralizing tank.The low TDS sump water is transferred,to the circulating water system directly.'\h It is felt that due to the backwash of the insoluble materials off'of the E resins, plus radioactivity eluding the chemical process of bonding to the resins, this low TDS sump condensate demineralizer regeneration water is P the most probable source of the activity in the circulating water system 0
                                      <3.9E.S    <3.9E-B  <3.8E-S  <<3.4E-S    <5 'E-8    <C.OE-S    <<6.2E-B      <<C.OE-B  <C.3E-B  <3.SE-B  <1.2E-T  <I.OE-7  <5.1E-B      C61 Site &-12      OS/30/89    <1.3E-7
and hence the cooling tower sludge.Past history of the levels of activity seen in the low TDS sump do not exist.The activity level m'ay have been below our ability to detect or it may have been less than our-lower limit and'was then concentrated in the cooling towers due to settling and evaporation, In response to this suspected pathway, PUNGS has i'n'stituted a program of sampling for activity in the low TDS sumps if activity is seen in the steam generator blowdown (the'location of our best sensitivity).
                                      <5.1E.B  <T.OE.B  <5.1E.B  <<6.3E.B    <<8.9E.S    <5.2E.B    <6.5E-S      <5.0E 8  <C.SE-S  <3.9E-B  <1.3E.7  <1.3E 7  <7.5E.S      42C Site &-13      08/30/89    <1.&E.7
Radioactivity I would have to be present in this blowdown to be in the low TDS sump.In addition, a program to require sampling for radioactivity of materials which have a potential to be discharged into the Water Reclamation Facility sludge landfill will be placed into a procedure.
                                                  <<5;OE.S  <4.2E 8  <4.4E 8    <<6i&E-8    <4.?E 8      5.1E ~ 8  <4.3E-B  <C.?E-8  <<4.2E-S  <1.2E-7    9.3E-S  <7.0E.B      483 Site BrlC      08/30/89    <I.CE-7    <3.4E-S Site  &-15      08/30/89  <1.6E 7    <C.SE.S    <5.8E.S  <3.9E 8  <5.0E-B  'S.BE    8    <C.SE-S    <6.1E 8    <5.3E 8  <5.0E.S  <4.3E.B  <1.2E-T  <9.OE-B  <7.9E 8      CCI Table 4.0-2
PUNGS has also instituted an engineering analysis to determine optional methods of operation or engineering changes.3.1, Sam lin Locations Chemical Waste Neutralisin Tank l This was the primary sample location prior to the identification of activity, in the.Unit 1 cooling tower sludge.It remains a Technical Specification requirement to.sample each batch at this location and confirm that concentrations of gamma emitting isotopes are less than 5E-7 pc'/ml.Identification of activity above the stated 1'imit requires sampling of all other discharge paths (turbine building sumps, low TDS sump, etc.).Retention Basin 4 This sample location is used for primarily chemical parameter control prior to discharge to the evaporation ponds.Routine radioactivity sampling of the sludge in this location is performed on a quarterly basis' Steam Generator Blowdown Since the identification of low level activity in the Unit 1 and Unit 3 cooling tower sludge, the steam generator blowdown sample, point has.administratively become the indicator point for increased sampling of the low TDS sump, as well as, other discharge paths to the evaporation ponds.Since activity in the system is concentrated in the steam generators, activity will be identified at this location before any other waste streams.The low TDS sump would normally'eceive only clean water.However, in the event of a primary to secondary system leak, small amounts of radioactive contamination can be removed by the condensate demineralizers.
During, the regeneration process for this resin, backwash water, as well as final rinse water, may contain radioactivity and may be sent to the low TDS sump.By keying on the steam generator blowdown sample.for indications of leakage, sampling of the low TDS sump can be initiated to minimize activity possibly being di'scharged to the cooling towers, Coolin Tower Although sampling of the cooling"tower circulating water has been a part of the normal sampling program, a requirement for the sampling, of the cooling tower sludge for radioactivity prior to disposal has been added to ensure proper disposal, should low levels of activity accumulate in the sludge.P va orati6n Pond Sampling of the evaporation pond sludge is'now performed on a quarterly basis.This sample point has been added to monitor buildup of activity in the evaporation pond sludge due to low level activity discharges, 5  


==4.0. DESCRIPTION==
Sl.UDGt SAHPLES FROH URF LANDFILL GAHHA SPECTROSCOPF    RESUL1S  in uCi/0 Second Interiaz Report Saeple                                                                                                                                                                    Saayle Collected      Date      Ba-1CO  Co-58    Co.60    Cs.13C    Cs-13?          Fe.59      l-131      ta-140  Hn-54      Nb-95    Sb.12C    Sb-125  Zn-65    Zr.95  Size G)
OF PASTE In general, cooling tower sludge consists of sand, dirt and debris carried into the towers with the air circulated by the blowers.Additionally, CaCO>and magnesium salts are pxecipitated when the cooling water is concentrated
Site 8-16       08/3D/89  <7.8E-S  <2.6E-B  <3.7E-S  <<3.1E.S    3.2E-S      <5.5E.S  <<2.9E.S      <4.0E-S  <2.CE-S  <3.0E-S  2.9F.-B  <7.1E-B  <6.CE-B  <5.CE-B      C56 Site 8-17      08/30/89  <1.9E-7  <C.2E ~ 8 <7.2E-S    6.0E-S    8.1E-S      <1.2E-7    6'.2E-8    <?.SE-B  <5.8E-S  <5.5E-S  <5.CE.B  <1.4E-T  <'1.6t-? <9.6E-B      C39 Site  C        0?/18/89 <2.3E.7  <5.5E.S  <7.6E-B  <7. IE.S    1. IE'.l    <1.2E.T    <<6.5t.S    <8.7E-S  <5 ~ 6E-8 <6.CE-B  <6.2E.S  <1.6E-7  <1.5E-7  <<9.9E.S      364 surface                                                        ?0.2E-?
'before blowdown to the evaporation ponds.This description compares with" the general composition'f the Water Reclamation'acility sludge.The composition of the typical'ludge produced by the Water Reclamation Facility two-stage lime treatment process is as follows: When Recalcining Furnace Is Not 0 cretin When Recalcining Furnace Is 0 eratin 72%Ca as CaCOs 7%Mg as Mg(OH)., 9%Cas(PO)s OH 5%Si Oq~6 other 100%15%Ca as CaCO>25%Mg as Mg(OH)z.35%Cas (PO)s OH 16%Si Og~9 other 100%To determine any activity or concentration of radioactive isotopes zn the cooling tower sludge previously disposed of in the Water Reclamation Facility sludge landfill, two phases of sampling were initiated.
Site C          07/18/89   1.8E-T <<4.6E-S    5.3E-?  <<4.1E-B  <<5.2E-B        <<1.0E-7     6.3E-B    <<7.7E-B    4.7E-S  <5.7E-B  <C.OE-B  <9.6E-B  <1.1E-7 <8.1E-B      5?2 interface Site  C        Ol/18/89   9.CE.B <2.1E.S  <2.7E-B  <1.9E.B  <2.7E.B        <C.OE.S    2.CE.S    <2.6E.S  <2.1E.S    2.5E-S <2.2E S   <6.5E 8 <5.SE-S  <C.OE.S      588 subbase Site  C-1      07/2C/89  <1.9E-T  <<5.0E-S  <6.CE-B   C.SE.B    6.7E.S   '1.2E-T      <5.9E.B     <<6.9E-B   <<4.?E.B   <6.1E.B  <C.2E.S   <1.4E.S  <1.3E-B  <9.6E.S       526 Site  C-2      07/2C/89  <'1.6E-7 <4.1E.B  <5.3E-B  <C.2E.S   <6.0E.S      <8.1E.S      5.3E-S    <7.?E.S  <C.6E.S    5.4E.B   4.3E.S  <1.2E-7  <1.1E-7  <1.0E-7      500 Site  C-3 ( I) 0?/2CI89  <1.5E-7  <<C.SE.S  <C.2E-S  <4.3E-S  <C.9E-S       <8.9E.B    <5.1E-B    <5.4E.S  <4.0E.S   <5.2E-B  <C.OE.S   <1.2E-S  <9.7E-S  <<7.0E-S      C25-Site  C-C      07/2C/89  <<I.BE-7  <4.9E-B  <6.4E-S <<C.7E-B    7.5E.B     <8.6E-S   <5.5E-S    <6.7E.S  <4.7E.B   <5.2E-S  <C.CE-S  <1.2E-?  <1.2E-l  <B.OE-?      416 "s 1.CE.S Site  C-5      07/24/89  <2.1E 7 <7.1E-S  <I.OE ?  <7.3E 8  <1.1E.7       <1.6E-T    <<7.0E-B     <7.7E-S  <<8.2E-S  <7.8E-B  <6.CE-S  <1.7E-7  <1.3E-?  <1.2E-7
The first phase (" Phase I")(July 15,.1989 through July 17, 1989)was designed to ,simply verify whether or not the cooling tower sludge deposited in the sludge landfill exhibited any radioactivity.
                                                                                                                                                                        '   458 Site C-6        07/24/89  <1.6E 7  <4.2E.S  <4.7E 8  <3.6E-B  <4  .2E.S    <8.9E.S    <5.0E-S      <6.6E-S  <<3.6E 8  <C.7E-B  <3.5E-S  <1.2E-T  <1.3E-T  <?.SE 8      445 Site C-7        07/2C/89 <1.6E.T  <<3.5E.S  <5.2E.S  <5.2E-S    5.4E-S      <1.2E.7    <5.3E-S      <5.3E.S  <<C.1E-S  <C.CE.S  <<4.1t'.S  <1.2E-T <1.1E-7 <8.6E.S     457 Table 4.0-2
Samples identified by color as cooling tower sludge were taken from selected areas.Cooling tower sludge is considerably darker in color than the Water Reclamation Facility sludge.In addition, samples were taken in a regular grid pattern within and just outside the area of known cooling tower sludge disposal.These samples established the outer boundaries of the area and identified that low levels of activity were present within the disposal area.The data from Phase I are listed, in Table 4.0-1.The location of the sampling points is shown'n Figure 4.0-1.  
!ll f The second phase of the program ("Phase'll")
began on July 18, 1989 and was completed on October 12, 1989.This phase was designed to map the locations.of the contaminated cooling tower sludge.Phase II included both surface'and subsurface sampling.They are identified on the data table as surface, interface'nd subbase.The surface sample wa~taken from 1 to 2 inches.The interface sample was taken from a depth=of approximately one foot at the interface between the'bottom"of the cooling'tower sludge and the underlying material.This interface was identified by physical characteristics, usually colo'r.The subbase sample was taken from the surface of the underlying material.The data from Phase II are listed in Table 4.0-2..Figure 4.0-2 shows the sample locations for'the sample'nalyses listed in Table 4.0-2.  
~I 0 COOL IRG TOWER SLUDGE SAHPLES FROM WRF LANDF ILL GAMMA SPECTROSCOPY RESULTS Ans(yses by PVMGS Unit RP SAMPLE II SAMPLE SI2E'ESCRIPTIOM DATE Co.60 (uCi/gm)i Cs.137~Hn.54 Sb 125 (uCi/gm)(uCI/gm)~(uCI/gm)1~89-06192 1~89 06193 1~89 06194 1''6206 1-89'6207 I~89 06202 1.89.06204 1'9.06205 1.89.06256 1.89.06257 1.89.06259 1.89.06260
'1.89 06262 1 89.06265 1 89 06266 1.89 06267 1;89.06299 1'9 06300 1'9 06301 1;89 06302 1 89.06303 1 89 06304 1049 GM 1089 GH 1061 GM 865 GM 997 GH 985 GH 803 GM 743 GH ee4 GH 449 GH 922 GH 704 GM 998 GH 1072 GM 1131 GH 1069 GH 1145 GH 1000 GM 945 GH 1133 GM 1019 GH 1762 GH A1 1 89.11256 A2 1'9-11256, A3 1'9'1256 81 1 89'1256 82 1 89.11256" 83 1 89'1256 C1 1~89.1I257 C2 1~89.11257 CC'I 1-89~11364 CC2 I~89 11364 CC3 1 89.11364 CC4 1'9.1.1364 CC5 1 89.11364 CC6 1 89.11364" CC7 1 89 11364 CCB 1 89.11364 081 1 89 1.1443 082 1~89 11443 083 1 89 11443 084'1~89.11443 085 1'9'1443 086 1~89~11443 7 15~89 7.15~89 7.15.89 7.15~89 7 15-89 7.15~89 7.15.89 7.15~89 7.16-89 7 16.89 7.16-89 7.16.89 7.16~89 7.~16~89 7.16~89 7 16-89 7.17.89 7.17.89 7 17 89 7.17 89 7 17~89 7.17.89<6.70E.B<8'6E~8<5.50'<7.77E.S<7.39E~8<5.6eE'e 1.49E 06 2.52E.06 8.96E 07<1.52E 7.<4.49E-B<8.79E.S<3.59E.S<3.70'E.B<4'6E.S<4.19C.B<6.31E-B<<3.97E~8<3.57E.S<4.22E.B<2.588'<5.32E.S 1.16E.07<4.52E.S 4.99E.OS 5.72E.OB<<4.55E~8<4'9E.S 2.12'7<<9.76E.B 3.49E.07 2.48E~07<<3.57E.B<6.998-8<2.27E.B<<3.07'<2.50E.S<<2.83E.S<3.60E~8<<2.73E 8<2.78'<2.91E.B<2.68E 8<4.11E 8<4.31E.S<4.57E.S<4.19E~8<4.44E 8<3.93E~8<<3.38E.S 3.53E.07<9.74E.S 2.52E 07<<8.33E~8<<2.45E~8<<5.96E-B<2.58E~8<2.26E~8<3.22E~8<2.27E~8<4.59E.B 2 098.8<2.21E.S<2.52E 8<1.64E~8<3.94E-B<9.26E 8<8.61E 8<i.o'9E.7<1.15E.7<'I.04E 7<7.85E 8'<1.98E.7<1.82E~7 2.52'7<1.84E.7<6.68E.B<1.23E~7<5.60E.S<6.67E.S B.OBEYS<6.96E 8<8.38E-B<5.79E~8<6.51E~8.<6.57E 8<6.55E.8<8.73E-S Table 4.0-1' SLUDGE SAHPLEQ FRON URF LANDFILL GAHHA SPECTROSCOPT RESULTS in uCI/G Second Interim Report Sample Collected Date Ba-140 Co-58 Co-60 Cs-13C Cs-137.Fe-59 1-131 La-1CO Hn-54 Saayle Mb-95 Sb-12C Sb-125 Zn-65 Zr-95 Size G Site A 2 surface (a)07/18/89<3.1E-7<1:1E-7 2.59E-6 sO.OTE-6<1.1E-7 3.97E-7<2.3E-B s0.33E-T<9.0E-B<7.4E-B 6.76E-T s0.46E-T<1.0E-T<1.1E-7<3.3E-7<2.7E-T<1.8E-T 303 Site A 07/18/89<2.6E-7 interface (b)<8.1E-S 1.08E-6.x0,05E-6<8.9E-B 2.39E-7 zO.'ZTE-T<1.7E-7<T.IE-S,<S.ZE-S*3.20E-7.<<8.9E-S t.033E-T<8.&E-B<2.4E-7<2.1E-T<1.2E-7 494 Site A subbase 07/18/89<1.TE.7<5.0E.S 2.TENT xO.ZE-T<C.BE-B 6.1E-B el.3E-S<1.2E-7<C.2E-S<5.6E.B 1.15E-T s0.17E-T<5.6E-B<5.1E-B<1.4E-7<1.3E-7<8.9E.&552 Site A-1 07/24/89<1.9E-7<5.2E-S 5.03E-T AO.ZTE-T<T.OE-S" 1.04E-7 z0.16E-T<1.1E 7<5.3E 8<6.2E 8 1.35E-T 10.1&E 7<5.4E-S<5.7E-B<1.5E-T<1.5E-B<8.7E-B 431 Site A-2 07/24/89<1.SE-7<4.BE-8 6;83E-7 x0.25E-7<5.5E-B 1.22E-T 0~14E-7<1.0E-7<4.2E-B<4.7E-S 1.&CE-7 x0.17E-T<4.6E-B<5.2E-S<1.4E-7<1.3E-7<7.4E.S 412 Site A-3 OT/2C/8'9<1.7E-T<6.1E-B 6.69E-7 s0.33E-T<6.5E-B 1.82E-7 AO.ZOE-T<1.4E-T<4.8E-S<5.4E-S 1.95E-7 tO.ZZE-T<6.0E-S<6.4E.S<1.7E-7<1.9E-T<9.5E-B 464 Site A-C (c)07/2C/89<2.CE-7<7.8E-B 1.90E.6<<8.1E-8 s0.05E-6 4.11E-7 0.29E-T<1.6E-T<6.7E-S<6.2E-B 5.03E-7 z0.32E-T<7.6E-S S.CE-B<2.3E-7<1.9E-7<1.3&7 3CB Site A-5 (d)07/2C/89<Z.1E-7<6.7E-S 1.06E-6 O.OCE-6<7.6E-8 2.4&E-7 O.ZCE-7<1.5E-7<5.4E.B<7.9E.S 2.62E-7 a0.26E-T<T.OE 8<7.0E-B<<2.0E-7<1.6E-7<1.2E 7 4&4'ite A-6 07/24/89<1.9E.7<5.2E-B 3.&CE-T zO.ZZE 7<7.9E-B 5.53E-7 0.33E-T<1.1E-7<5.2E-B<6.CE.B 1.08E-7 z0.ISE-T<5.4E-B<5.5E.S<1.7E-7<1.4E-T<8.4E.B 486 Table 4.0-2  


SLUOCE SAHPLES FROM MRF LANOFILL GAHHA SPECTROSCOPf RESULIS In uCI/O Second Interia Report Saapie Collected Oate Ba-140 Co-5&Co 60., Cs-13C Cs.137 Fe.59 1-131 La-ICO Hn-5C Saapie Mb-95 Sb-12C Sb-125 Zn-65 Zr-95 Size 0 Site A-T 07/24/89<3.2E-T<I.IE-7 1.58E-6 0.07E-6<<1.2E-T 3.22E-7 s0.3&E-T<Z.OE-T<8.5E-S<<9.?E 8 4.03E-7 sO.CZE-T<1.2E-7<<1.2E-7<3.4E-7<3.1E-T<1.9E-7 3?9 Site A-8 surface 07/27/89<2.?E-T<<6.6E-S 9.05E-?-,<6.8E-S z0.35E-T 2.0E 7 O.ZE-7<<1.5E-7<S.SE-S<7.4E.S 2.8E-7 sO.ZE-T<6.TE-B<<6.CE-B<1.9E-7<1.9E 7<1.2E-T 4?8 Site A.S interface 07/27/89<3.8E-7<1.IE-7 1.C7E-6 s0.068-6<1.2E-7 2'E-7 s0.3E-T<2.38-7<1.1E-T<1.'IE 7 7.0E-T<1.2E 7<9.?E.S<3.1E-7<3.0E 7<1.&E-7 C15 O.CE-7 Site h 8 subbase 07/2T/S9<1.6E-7<4.6E-B<7;2E-8<C.IE-S<6.0E-S"<<1.2E-7<5.2E-S<6.5E-S<5.0E-B<5.0E-B<4.2E-S<1.1E-7<1.3E-?<8.?E-B 698 Site A.S 07/24/89<4.0E-7<I.IE-7 1.56E-6 4.31E-T'1.67E-6 s0.06E-6 s0.2&E-T s0.088-6<2.4E-T<I~1E-7<I.IE-7 3.7'IE-7 zO.CZE-T'1.1E-T<1.1E-7<3.?E.7<3.0E-7<2.1E-7 392 Site A-9 07/27/89<3.1E-T 8.5E-B 8;59E-7-'0.43E-T<<9.7E-S I.1E-7 sO.ZE-?'<1.&E-7<9.TE 8<8.9E 8 2.6E-7 z0.3E-T<9.1E 8<9.?E.S<2.4E-T<2.7E-7<1.3E-7 480 Site A.IO OT/27/89<Z.8E 7<7.4E-S 7.87E-7'O.C1E-7 2.04E-7 z0.1?E-T 8.02E-7 0.49E-7<<1.6E-T<<9.IE-8<7.0E-B 2.0E-7 sO.ZE-T<S.TE 8<7.8E.B<<2.2E 7<1.9E-T<I.IE-T 481 Site A-11 07/27/89<3.6E-T<I.lf-l 2;3OE-6~0.06E-6<9.7E-S 3.3E-?<2.2E-7<1.2E-7<<1.2E-7 6.1E-7<I.OE 7<1.1E-7'O.CE-7 a0.3E-T<<2.9E-7<2.8E-T<I.BE-7 352 Si te A-12 (e)07/2?/89<1.9E-7<<6.3E-S 7;SE-7<6.6E-S'0.3E.T 9.5E-S z1.7E-B<I.CE-T<5.3E-B<<6.6E-&l.'9E-7<6.9E-B<<6.CE-S<1.9E-7 s0.2E-T<<1.6E-T<I IE 7 487
SLUDGE SAHPLES FROH lZRF LANDFILL GAHHA SPECTROSCOPT    RESULTS  in uCI/G Second   Interim Report Sample Saaple Collected       Date. Ba-1CO    Co-58  Co-60   Cs-13C   Cs-137     Fe-59       I -131     la-1CO  Hn-5C   Nb-95   Sb-12C Sb-125   Zn-65   Zr-95 Size   0 Site C-8        07/2C/89 <2.OE-?  <4.7E-S <5.3E-S <5.0E-S  <6.7E.B    <1;2E-7      4.9E.B    <6.7E-S    C.BE-S <6.2E-S <C.BE-B <1.2E-?  <1.1E-? <S.CE-S    CCC Site D          07/18/S9  <1.9E.?   <6.7E.B <<9.3E.S <7.6E.B  1.34E-T    <1.6E-7     6.3E.B    <I.OE-S   <7.3E.B <8.9E-B <7.1E-S <1.8E-7 <2.1E-7 <1.5E-T   COO s0.21E-7 Site E          07/18/89 <2.0E-?  <6.6E-S <T.BE-S <6.7E-S  1. 16E-7   <1.5E-7     <<6.OE-S    <8.1E-B  <6.CE-B <7.1E-B  6.3E-S <1.6E-7 <<I.SE-? <1.1E-7   434 s0.16E.?
Site E          07/20/89  <1.6E-?  <C.BE-B <<6.8E-S <5.1E-S   1.0E-7   <1.3E-?      C.?E.S     6.3E-S   <5.6E-B <5.7E-S <C.2E-B <<1.2E-?  <1.CE-7 <9.CE-S    CBZ (second saatzle)                                              sO.IE-?
Site F          07/18/89 <<I.BE-T  <<C.OE-7 <<C.2E-S <3.9E-S  <4.7E-S    9.3E-S    <6.5E-B    <6.4E-B    C.1E-1  C.SE-B <2.5E-7 <1.1E-?  <1.1E-7 <6.9E 8    528 Site f-1        07/ZC/89  <1.3E-?  <<3.2E-B <<4.9E-B  3.3E-B  <C.7E-S    <7.6E ~ 8  <3.3E ~ 8  <<3.7E-S  <3.CE-S <C.6E-S <3.7E-S <8.6E-B <9.5E-S <5.9E-B    46C Site F-2        07/24/89  <I.CE-7   <3.7E-B <C.9E-S <3.9E-S  <6.2E-S    <8.4E-S    <3.8E-S      6.1E-S  <3.BE-B  C.2E-S <3.8E-S <1.1E-T  <1.3E-7 <7.CE-S    5C2 Site F-3        07/24/89 <1.1E-7   <2.9E-B <C.OE-S <3.0E-S  3.6E 8    <7.6E-S    <3.CE-S    <3.9E-S  <3.4E-S <3.CE-B <2.8E-B <<S.SF,-S <?.BE-8 <5.0E.S  . 558 sO.SE-S Site F-4        07/24/89  <I.CE-7   <4.0E-S <5.0E-B <3.6E.B  <5.8E-S    <7.?E 8     <4.3E.B     <5.6E-B  <C.CE-S <5.2E-B <3.6E-B <1.2E-T <1.2E.7 <6.6E-S    526 Site f.5        07/2C/89 <<I.SE-B  <<C.9E-B <5.6E-S <C.7E-B  <7.8E-B    <1. IE-7     4.7E-S    <<7.5E-B    5.0E-S <5.1E-S <C.6E.B <1.3E-?  <1.2E-7 <9.1E-B    469 Site f-6        07/24/89, <<1.5E-?  <4.3E.B  5.0E.B <3.7E-S   9.4E-S   <8.7E-B     <4.9E-S    <3.8E-B   <3.?E-S <C.CE-B <3.6E-S <1.1E-7 <1.1E-7 <T.OE-B    CBS 1.1E.B Table 4.0-2


SLUOGE SAHPLES FRCH llRF LANOF ILL GAHHA SPECTROSCOPZ RESULTS in uCi/G Second interim Report Saaiple Collected Gate Ga-140 Co-58 Co-60 Cs-134 Cs-137 Fe-59 1-131 La-1CO Hn-5C Sanple ub-95 Sb-124 Sb-125 Zn-65 Zr-95 8 1 ze 0 Site A-13 07/27/89<3.9E.7<9.3E.B 9.91E-7 s0.52E-T<1.0E-7 2.2E-7 s0.3E-T<2;1E-7<1.2E-T<1.5E-T 2.6E-7 sO.CE-T<9.9E-B<1.4E-T<2.6E-7<2.2E-7<1.6E-T 443 ,Site A-14 07/27/89<2.7E-7<7.0E 8 5.03E.7 s0.31E-T<B.OE-S 2.6E 7 s0.3E-T<1.5E-7<8.1E-S<1.0E 7 1.1E-7 xO.ZE-T<7.2E-S<B.OE.S<1.9E-T<1 9E-T<1.2E-7 585 Site A-15 (f)07/27/89<2.SE.T<T.BE-B 1.22E-6 0.04E-6 1.9E-7 e0.1E-7 6.7E-7<1.5E-7.<9.1E-B<7.1E-S 0.4E-T 2.9E-7'0.3E-T<<7.9E-B<<B.CE-B<2.2E-7<1.9E-7<1.3E-7 456 Site A-16 07/27/89<2.5E-T<9.5E-B T.TBE-7 z0.46E-T<9.2E-B 1.6E 7 s0.3E-T<2.1E-7<7.BE-B<1;1E-T 1.9E-T 0.3E-T<1.1E-7<7.5E-B<<2.5E-T<2.4E 7<1.5E-T 460 Site A-17 08/03/89<1.9E-7<3.8E-B 1.34E-7 s0.13E-T<3.9E-S'<C.BE.B<8.2E-S<5.3E-B<6.7E-S<5.0E-B<<C.CE-B<C.2E-S<1~2E.T<1.1E-7<6.3E-B 527 Site A-18 08/03/89<1.9E-7<C.CE.B<8.2E-S<4.9E-B r<5.2E-S<9.'9E-B<<6.7E-S<6.2E-S<5;Sc-8<5.2E-B<C.SE-B<1.3E-7<9.6E-B<B.SE-B 550 Site A-19 08/03/89.<<9.CE-S<<3.1E-S<5.9E-S<2.9E-B<3.4E-S<5.8E-B<2.7E-S<3.6E-B<3.9E-B<2.SE-S<2.9E-S<7.9E-B<T.OE-B<4.9E-S 517 Site A-ZO 08/03/89<1.1E-T<3.2E-B<5.3E-B<3.2E-B<3.9E 8"<5.3E-S<3.1E.S<3.2E-B<4.2E-B<3.4E-B<Z.BE.B<9.4E-B<<9.2E-B<5.8E-S 539 Site A-21 08/03/89<1.4E-7<3.2E-B<4.3E-S<2.9E-B<3.CE-B<6.8E-B<4.4E-S<5.4E-B<3.2E-B<4.0E-B<3.2E-B<8.2E-S<7.5E.S<5.2E-S 497 Site A-22 08/03/89<1.1E-7<3.CE-B<5.3E-B<4.3E-S<4.6E-B<B.OE-B<4.1E-B<6.1E-B<4'E-8<4.3E-B<3.6E-B<'1.0E-7.<8.6'E.B<5.9E-S 516 Site A-23 08/03/89<1.5E-7 4.0E-B.<<6.7E-B<3.3E-S<4.3E.B<9.3E-S<5;SE-8<<5.2E-B<3.9E-B<4.7E-S<C.OE-B<<9.1E-B<1.3E-T<7.2E 8 586 Table 4.0-2 0 0 SLUOGE SAHPLES FROH LVF LANOFILL GAHHA SPECtROSCOPT RESULTS in oCi/G Second lnterin Report saayie Coilect&Dote Ba-1CO Co-58 Co-60 Cs-134 Cs-137 Fe-59 1-131 Le-140 Hn-5C Sarple Mb-95 Sb-12C Sb-125 Zn-65 Zr-95 Size G Site A-2C 08/03/89<1.3E-7<3.5E-B 1.9E-7<3.8E-B 7.2E-S<7.9E-S<3.5E-B<C.SE-S 4.5E 8<4.1E-B<C.OE-B<1~1E-7<9.7E.B<6.3E-S 478 s0.1E-T e1.1E-S s0.9E-S Site A-25 08/03/89<1.2E-7<3.1E-B 3.0E-7 s0.2E-T<3.6E-B 6.5E-S Ri.OE-S<7.6E-B<5.3E-B<C.OE-B T.BE-B s1.0E-S<3.5E-S<3.5E-B<1.0E-T<1.0E-7<6.6E-S 511 Site A-26 (g)08/03/89<1.8E-7<3.8E-S 2.268-7 s0.14E-7<4.6E-S 1.2E-7 s0.1E-7<8.7E-B<4:BE-8<5.5E-B S.OE-B s1.1E-B<4.5E-B<3.5E-S<1.1E-7<1.0E.7<6.7E.B 552 Site A-27 08/03/89<1.7E-7<5.1E.B 4.96E-7 s0.22E.T<C.BE-B 1.2E-T s0.1E-7<1.0E-7<5.3E.S<5.6E 8 1.73E-7 s.16E-T<4.5E-B<C.CE-B<1.3E-7<1-1E-7<7.4E 8 5CC Site A.28 08/03/89<6.9E-S<2.2E-S<2.8E-B<2.0E-S 1.2E-S sO.CE-S<4 9E-B<2.2E-B<2.4E-B<2.1E 8<2.3E-S<2.0E-S<5.5E-B<5.4E-S<3.8E-S 599 Site A-29 08/03/89<1.5E-7<3.5E-S 1.3E-7 s0.1E-T<3.7E-B<5.4E-S<9.9E-S<4.8E-B<5.2E-B<5.1E-S<4.SE-B<3.8E-B<1.0E-T<T.TE-B<6.4E-S 540 Site A-30 08/03/89<1.9E-7<5.1E-B..C.7E-7 s0.2E-T<5.5E-B 1.2E-T s0.1E-T<1.1E-T<6.1E-B<5.0E 8 1.CE.7 s0.2E-T<5.4E-S<5.7E.B<1.4E-7<1.3E.7<B.SE-S 511 Site A-31 08/03/89<1.8E-T<5.2E-S 5.62E-7<6.7E-S 0.3E-T 2-7E-7<1.3E-7<6.4E-S x0.2E-T<5.4E S 1.6E.7<6.5E.S<6.3E 8<1.5E-7<1.3E-7<9.9E-B 5C9 s0.2E-T Site A.32 08/03/89<1.5E-7<3.6E-S 2.15E-7<3.5E-B<5.0E-S<S.BE-S<C.TE-B<5.0E-B 4.6E-S<C.SE-B<3.6E-B<1.0E-7<9.4E-S<6.7E.B 556 s0.15E-T s1.1E-S Table 4.0-2 SLUOGE SAHPLES FROM MRF LANDFILL GABE SPECtROSCOPY RESULTS In uCI/O Second Interim Report Sample Collected Gate Ba-140 Co-58 Co-60 Cs-134 Cs-137 Fe 59 I 131 La-140 Hn-54 Saapie Rb-95 Sb-12C Sb-125 Zn-65 Zr-95 site 0)Site A-33 08/03/89<1.6E'-7<4.0E-B<5.3E-S<4.0E-S<<C.OE-B<S.5E-S<<3.8E.B<5.9E-B<<4.6E-B<CeCE 8<<CrOE 8 9oCE S<1eZE 7<<TeIE 8 5CD Site A-3C 08/03/89<1.6E-7<<4.6E-S<<5.9E-S<3.CE-B<C.TE-S<1.0E-7<6.1E-S<7.6E.B<C.6E.B<5.2E 8<4.0E 8<1.1E-7<1.1E-7<T.BE-B 560 Site A-35 08/03/S9<1.5E-T<3.5E-S<<3.3E-S<3.5E-S<<3.5E-B<6'.9E-8<5.0E-B<5.5E.B 3.0E-B<C.OE-S 2.8E-S<8.6E-S B.CE-B<5.5E-B 528 Site A-36 OS/03/89<8.7E-S<2.3E-B I<3.1E 8<2.7E-S<3.1E-S<5.3E-S<<3.9E-S<3.2E-S<Z.3E-S<3.0E.S<Z.SE-B<8.2E 8<6.3E-S<5.1E-B 465 Site A-37 (h)08/03/89<2.3E-7<5.7E-S 1.85E-6 xO.OCE-6<<6.5E-S 2.72E-7 eO.ZOE-T<I.CE-7<7.1E-B<6.5E-B 4.07E-7 t0.25E-T<6.7E-B<5.7E-S<1.6E-7<<1.3E-7<1.0E 7 416 Site A-38 08/09/89<2.9E-T<7.5E-B 8.1E-7 tO.CE-T 1.1E-7 sO.IE-7 4.7E-T s0.3E-T<1.5E-7<9.1E-S<7.9E-S 1.6E 7 tO.ZE.T<7.7E-S<7.3E-B<2.2E-7<2.2E-7<1.2E-7 465 Site A-39 08/09/89<1.2E-7<3.3E-S 1.34E-7 s0.13E-7<3.3E-B<C.OE-B<7.5E-7<C.7E-S<C.IE-B 3.9E 8<4.3E.B<3.5E.S<9.OE-B<S.SE-S<5.6E.T 453 Site A-40 08/09/89<<Z.OE-7<<4.8E-S 2.2E-7 tO.ZE-T<6.2E-S I.CE-7 tO.ZE-T<1.2E-7<6.0E-S<5.7E-S 4.6E-B 61.3E.S<5.]E-S<C.TE.S<1.4E-T<1.6E-7<8.7E-S 518 Site A-41 08/09/89<<Z.IE-T<4.7E-S 2.CE-T IO.ZE-T<6.6E-B 1.7E-7 sO.ZE-T<1.3E-7<7.9E.B<<6.7E-S<7.IE-8<5.6E-B<<6.3E.S<1.5E.7<1.2E-7<8.7E.S 48Z Site A-CZ 08/09/89<<2.0E-7<<6-BE-8 2.7E-7 60.3E-7<5.8E-S 4.3E-B tI.CE-S<1.5E.B<6.9E-B<<7.1E 8<9.OE 8<6.7E.B<6.OE-B<1.5E-S<1.3E-T<1.1E-7 536 Site A-C3 08/09/89<<1.7E-T<2.6E-B<5.4E-B<3.CE-B<C.SE-B<S.9E-7<5.7E-B<6.6E-B<3.9E-B<C.7E-B<<3.4E-B<<9.7E-B<1.1E-T<<6.2E-S C76 Table 4.0-2 SLODCE SAHPLES FROH IRF LANDFILL OAHHA SPECTROSCOPT RESVLTS in uCI/0 Second Interim Report Sac@le Collected Date Ba-ICO Co-58 Co-60 Cs-134 Cs-137 Fe-'59 1-131 La-1CO Hn-5C Saapie Nb-95 Sb-124 Sb-125 Zn-65 Zr-95 Size 0 Site A-4C 08/09/89<1.6E-7<<C.IE-S 3.36E-7 t0.19E-7<4.6E 8 4.6E-S s1.1E-S<1.0E-7<5.2E-S<6.3E S 4.9E-S RI.IE-8<C.6E-S<4.5E-S<1.2E-7<1.1E-7<7.SE-S 472 Site A-45 08/09/89<2.0E-7<C.lE-S<7.3E.S<4.8E-S<5.8E-B<1.3E-7<6.2E-B 5.7E-B<6.0E-B<5.3E-B<4.9E-S<1.3E-7<9.1E-S<<6.6E-S 51C Site A-C6 08/15/89<1.2E.7 S i te A-47 08/15/89<1.4E-7<4.1E-B<C.SE-B<3.9E-B<4.2E-S<8.6E-S<3.7E-S<7.0E-S<3.9E-S<4.9E-S<3.7E-S<1.1E-7<<1.1E-7<<9.0E-S'44<<2.5E-B<2.9E-S<2.9E-S<3.7E-S<6.3E.S<3.5E-S<C.7E.B<3.2E-S<3.0E-B<2.7E-B<8.9E-S<8.6E 8<5.6E 8 509 Site A-48 08/15/89<I~5E-7<3.9E-B~<<C.1E-B<C.OE-S<<C~IE-8<'8.7E-B<4.7E-S<5.7E-S<4.6E-B 4.3E-B<C.OE-B<1.1E-7<1.2E-7<7.8E 8 531 Site A-49 08/15/89<1.1E-7<3.2E-S 1.2E-7 0.1E-7<C.1E-S<5.7E-B<9.6E-B<3.9E-S<C.9E-S<5.1E-S<4.3E-S<4.3E-S<1.1E-7<1.3E-7<6.6E-S 599 Site A.50 08/15/89<1.8E-7<4.7E-B 4.93E-7 10.26E-7<6.0E-S 1.2E-7 s0.2E-7<1.3E-7<4.8E-S<5.3E-B 1.2E-7<5.0E-B a0.2E-7<5.6E-S<1.5E-7<4.6E.B<1.5E.7 51C Site A-51 08/15/89<1.7E-7<4.6E-S<7.8E-S<4.8E-G<5.3E-B<S.7E-B<4.3E-S<5.6E-B 5.5E-B<C.BE-S<C.1E-B<1.2E-7<1.3E-7<7.3E-S 605 Site A-52 08/15/89<2.6E 7<7.3E-S 1.15E-6 tO.OCE.6 1.3E-7 sO~IE-7 5.2E-7 tO.CE-7<1.5E-7<<6.9E-S<<8.2E-B 3.3E.7 0.3E-7<B.OE.S<<9.5E-G<2.3E-7<2.1E-7<1.4E-7 503 Site A-53 08/]5/89<1.4E-7<3.6E.S 1.2E.7 0.IE-7<4.4E-S<4.9E-B<8.6F-S<3.8E-B'C.IE-B
0 SLUOGE SAHPLES FROH MRf LANOFILL GAHHA SPECIROSCOPI    RESULTS in uCI/O Second Interim Report Samoi e                                                                                                                                                            5aapte Coii ected  Gate -    Ba-140   Co-5S      Co-60     Cs-134     Cs.137       Fe-59       I.131       Le-140    Hn-54    Nb-95   Sb-12C  Sb-125   Zn-&5    Zr -95 Site 0)
<<5.7E-B<3.9E-S<3.8E-B<'1.2E-7<1.3E-7<7.0E 8 525 Site A-54 OS/15/89<I.SE-7<C.2E.B<<C.3E-G<3.8E-S<4.7E-S<I.IE-7<4.2E-S<<5.5E-B<5.1E-S<5.CE-S<4.1E-S<1.2E-7<1.CE-7<9.3E 8 582 Site A-SS 08/15/89<1.6E-7<C.OE-G<<5.3E-G<3.7E-S<<C.7E-S<9.0E-B<4.5E 8<5.8E-S<C.9E-S<C.5E-B<<3.2E-B<1,2E-7<1.0E-7<7.9E 8 525 Table 4.0-2 0
Site f-7    07/24/89 <<I.CE 7 <C.3E 8    <5.6E-S  <3.3E-S    C.9E-S    <7.CE 8    <<4.2E.B      <C.2E 8    <C.OE 8  <C.ZE 8  <3.5E.S <9.&E 8  <<8.&E.S  <6.8E.B    C&8 0.9E.S Site f-8    07/2C/89 <1.5E-7   <C.2E ~ 8 <5.5E ~ 8 <C. IE-8  S.IE-S    <9.0E-S    <<C.IE-S     <3.7E-S    <<4. IE.S <4.3E.B  <4.1E-S <I.IE-7  <1.2E-7 <7.6E.B    428 1.2E-S Site  G    07/18/89 <<2.6E.7  <<7.CE-S  <8.9E-S  <6.9E-S    I;5&E-7     <1.9E-7   <<8.9E.B      <I.CE 7    <7.5E.B  <8.6E.S  <6.4E.7 <1.9E-7  <2.3E-7 <1.2E-7     416 x0.24E-7 Si te H- I  07/27/89 <1.6E-7  <C.6E.B    <5.0E-S  <3.7E-S      5.4E-B    <<9.5E-B     5.9E-S    <<7.2E-B    <4.BE-S  <5.7E-S  <<4.3E-S <I.IE-S  <I.IE.S  <B.OE.S    CSC tl.3E-S Site H-2  07/27/89 <I.CE-7     4.1E-S    5.1E-S    4.0E-S  <5.6E-S     <8.2E-B   <3.6E-B      <5.3E 8  . <3.7'    <5.0E 8  <4.3E-B <9.9E 8  <9.1E 8  <7.3E-S    506 Site H  3 07/27/89 <1.9E-7   <5.98 9  <6.1E-B   <C.BE-S   <6.5E 8    <1.2E 7    <6.7E 7    <&.7E S   <5.6E-S <7.2E 8  <C.7E S <1.3E 7   <I.CE-7  <9.7E 8    506 Site   H-C  07/27/89 <1.7E.7  . 4.6E-S   C.OE-B    4. IE-8  <5.5E-S     <1.18-7    <5.2E.S     <5.7E 8    <C.5E.B  <C.SE 8  <4.4E-B <1.1E-7  <9.2E-S <8.5E-B     C&8 Site  H.5  07/27/89 <1.5E.7    <3.8E-B <C.2E-S  <3.3E-S    <<5.2E 8    <8.3E-S     <5.2E 8    <5.8E-B   <3.9E 8  <3.&E-S  <3.3E-B <9.4E-S  <I.IE  8 <4.6E 8    530 Site H.6    07/27/89 <2.1E.7   5.6E-S    6.2E-S <5.6E-B   <5.7E-S    <1.2E-7    <<6.4E-B     S.ZE-S    <5.0E-S <5.6C-S  <3.7E-S <I. IE-7  <I.IE-7 <9.7E-S     522 Site H-7    07/27/89 <1.5E 7   <3.5E-B   <C.OE-S  <<3.3E 8    <<4.3E 8    <S.IE-S     <4.9E 8    <7.0E.B   <2.7E 8  <C.OE 8  <3.3E-B <9.6E-S  <9.2E 8 <<6.7E'     557 Site  H 8  07/27/89  2.7E-7   <5.7E-S    7.0E-B   5.6E-S     6.9E-B      1.2E-7     7.8E-B     6.9E-B     C.BE-S   7.0E-S <5.CE-S <1.4E-7    <1.2E-7  9.1E.B    C&5 Site H.9    07/27/89  <1.7E-7  <4.4E-B   <<3.9E-B   <C.SE-S    <5.SE-S    <6.7E-S    <6.3E-S    <7.4E 8     <4.0E-B  <5.0E.B <C.CE-B <I. IE-7  <1.2E-7 <7.2E 8     572
SLUDGE SAMPLES FROM I'RF LANDFILL GAMMA SPECTROSCOPT RESULTS in uCi/G Second interim Report Saayle Collected Saayle Date'a-140 Co-58 Co-60 Cs.134 Cs-137 Fe-59 1-131 La-1CO Mn-5C Mb-95 Sb-124 Sb-125 Zn-65 Zr-95 Size 0 Site A-56 08/15/89<1.1E-7<3.0E-B<3.8E-B<2.8E-B<3.7E-B<6.4E-B<3.2E-S<2.5E-S<3.1E.S<3.5E-S<2.9E-B<?.BE-B<<7.6E-S<5.8E-S 540 Site A-57 08/15/89<1'E-7<3'E-8 1.?BE-7 x0.13E-?<4.0E-S<5.3E-B<9-2E-8<3.9E-S<5.6E-B<5.1E.B<4.5E-S<4.0E-S<1.2E-7<1.1E-?<6.CE-B 529 Site A-58 08/15/89<1.9E-7<C.SE-B,<1.2E-7<5.9E-S<7.6E-B<1.1E-7<4.6E-B<5.6E-B<7.CE 8<6.1E-8<5.0E-B<1.5E-?<1.2E-7<9.1E.S 515 Site A-59 08/15/89<1.7E-T<4.8E-S<6.5E-B<C.5E-B<5.1E-S<1.0E-7<C.SE:8<5.1E-S<C.6E.S<C.3E-B<C.CE-S<1.1E-7<1.5E-T<7.?E-B 580 Site A-60 08/15/89<2.2E-7<7.1E-S 8.41E-T s0.3?E-?<9.2E-B 1.?E-7 s0.2E-T<1.4E-7<6.1E-S"'5.5E 8 1.CE-7 a0.2E-?<6.2E-B<6.9E-S<1.9E-7<1.9E-7<9.9E.S CB9 Site A-61 Site A-62 08/15/89<1.6E-?<4.2E-S<6.4E-S<4.2E-S<5.2E-S<7.6E.B<5.0E-B<7.CE-B<<4.9E-S<5.1E-B<3.7E-S<1.2E-7<1.0E-7<7.7E-B 502 08/15/89<8.1E-B<2';3E-8<3.2E-S<2.4E-'8<2.9E-S<5.?E-8<2.5E-S<3.1E.B<2.6E-S<2.5E-B<2.3E-B<7.4E-B<5'E-S<C.1E-S 51C Site A-63 08/15/89<1.0E-T<3.2E-S 4<3.1E-S<2.?E-S<3.2E-B<4.6E-S<3.9E.S<3.2E.S<2.8E.S<3 9E-S<2.9E-S<8.9E-S<6.6E-B<5.0E.B 467 Site A-64 08/15/89<1.5E-7<C.7E-B<5.3E-B<5.2E-S<5.5E-S<<7.2E-S<C.OE-S<5.4E-S<4.1E-S<5.0E-B<3.7E.B<1.1E-7<1.1E-7<6.7E-S 507 Site A-65 08/15/89<1-OE-7<2?E-8<2.9E-B<2 5E-B<<2.8E-B<4.6E 8<3.2E 8<C.CE 8<2.3E S<3.5E-B<2.6E-B<6.9E-B<T.TE-B<5.1E-S C62 Site A-66 08/15/89<1.1E-7<2.9E-B<4-6E-8<3.0E-S<3.0E 8<5.9E-S<3.6E-S<C.2E 8<3'E-8<3.?E-8<<3 1E-8<8.2E-S<7.3E-B<5.8E-S 483 Site A-67 08/15/89<1.6E-7<5.1E-8 2.0E-7 s0.2E-?<6.?E-S 2.1E-T 0.2E 7<1'E-7<<5.6E'-8<7.?E 8<<7.7E-B<5.CE-B<6.4E-B<1.6E-T<1.?E-7<8.5E-B 51?Yahle 4.0-2


SLMGE SAHPLES FROH MRF LANDFtLL GAHHA SPECTROSCOPT RESULTS fn uCt/G Second Interim RePort Saayte Collected Oate.Ba-140 Co-58 Co-60 Cs-134 Cs-137 Fe-59'-131 La-140 Hn-5C Sa~te Mb-95 Sb-124 Sb-125 Zn-65 Zr-95 Sfze G Site A-68 08/15/89<2 5E-7<6.0E-B, 5.56E-7 a0.31E-7<6.SE-B 1.1E-7 aO~2E-7<1.3E-7<6.4E-S<7.4E.B 1.4E-7 a0.2E-7<7.3E-B<6.1E-B<1.8E-7<1.6E-7<1.1E-7 477 Site A-69 08/15/89<1.6'E-7<C.1E-B 3.99E-T aO.ZOE-7<4.4E-S 8.3E-B at.2E-B<9~1E-8<4.7E-S<5.3E-S 1.1E-7 a0.1E-T<C.TE-S<4.0E-B,<1.2E-T<1.1E-T<6.9E-B 475 Site A-70 08/15/89<1.5E-7<5.7E-B 2.26E-7 a0.20E-T<5.0E-S<7.5E-S<1.3E.7<4.0E-B<C.9E-B<6.7E.S<5.7E-B<S.OE.S<1.4E-7<1.3E-7<8.9E-B 563 Site A-71 Site A-72 08/22/89<1 TE-T<4.0E-S<4.9E.B<3.6E-B<4.8E-S<8.5E-S<5.6E 8<4.BE 8<3.9E-B<4 3E-8<<3.3E 8<1 1E 7<<9.7E-S<7.5E-S 590 08/22/89<1.'9E-7<5.0E-B<6.4E-S<4.5E-S<5.2E-S<1'E-7<6.6E-S<S.9E-S<C.6E-S<4.7E-B<4.3E-S<1.2E-B<1.4E-7<9.8E-B 549 Site A-73 OS/22/89<1.7E.7<3.8E-S 6.1E-S<3.5E-B<C.3E-S<9.5E-S<5.6E-S<5.4E-B<<C.CE-B<4.9E-S<3.4E-S<1.0E 7<1.1E-T<T.OE-B 552 Site A-TC.08/22/89<2.3E-7<4.2E-S<T.3E 8<5.7E-S<7.2E 8<1.3E-7<6.3E 8<8.9E-S<<5.6E-S<6.3E-S<4.6E-B<1.3E.7<1.6E-T<9.9E-B 550 Site A-75 08/22/89<2.4E-7<6.2E-S<4.5E-B<4.8E-B<6.3E-B<1.5E-7<8.2E.B<8.5E-B<5.0E-B<6.1E-B<4.4E-S<1.3E.7<1.6E-T<1.1E T 574 Site A-76 08/22/89 2.3E-7<6.1E-S<5.6E-B~'5.4E-S<6.6E-B<1.4E-7<S.2E-B<1.OE-7 5.9E-S<<7.4E-B<<4.2E.B<1.3E-7<1.7E-7<<7.9F-B 629 Site A-77 08/22/S9<2.OEt 7<C.5E-8<9.1E-B<4.7E-B 5.6E-S<1.1E-7<6.OE-B<6.6E-B<6.IE S<5.5E-S<4.6E-B<1.1E-T<1.3E-T<<9.SE-S 522 Site A-78 08/22/89<2.2E-7<4.2E-S 1.1E-7 a0.1E-T<5.5E-S<6.3E-S<1.2E-7<<7.0E-S<<5.2E-S<6.0E 8<6.1E-S<5.2E.S<1.CE-7<1.CE 7<'I.OE 7 556 Site A-79 08/22/89<1.6E.T<3.6E-B<5.1E-S<3.2E-B<C.6E-B<S.BE-S<4.3E-S<<C.9E-B<3.6E-S<3.7E-S<<3.5E-B<1.iE-7<1.4E-7<6.6E-B 479 h
SLMGE SAHPLES FROH MRF LANDFILL QANHA SPECTROSCGPT  RESULTS in uCi/0 Second lnterie  Report
SLUDGE SAHPLES FROH URF LANDFILL GAHHA SPECIROSCOPY RESULIS in uCi/0 Second interim Report Sanple Collected-Date Oa-140 Co-58 Co-60 Sea@le Cs-134 Cs-13?-Fe-59 1-131 La-1CO Hn-54 Nb-95 Sb-124 Sb-125 2n-65 Zr-95 Size G Site A-80 08/22/89<2.0E-7<4.4E-S t<7.5E-B<C;CE-8<5.5E-S<8.6E-B<5.CE-S<<7.2E-B<<3.7E-S<C.9E-S<C.'5E-8<1.2E 7<1.1E-7<6.BE-B 476 Site A-81 08/22/89<<1.4E-7<<3.2E-B<C.1E-B<<3.7E-S<4 2E 8<<7 1E 8<4.2E S<<4.CE-B<3.8E-S<C.7E-S<3.4E-B<9.0E-B<1.18.7<6.3E 8 CBC Site A-SZ 08/22/89<1.4E-7<3.9E-B<6.1E-S<C.SE-S<5.1E-B<6.4E-S<C 6E 8<4.8E-S<4.7E-S<4.0E-S<4.2E-B<<1~1E-7<1-OE-7<6.8E-S.496 Site A-83 08/22/89<1.0E-7<2;6E-8<<3.6E-B<2.6E-B<3.6E-B<4.7E-S<3.3E-B<4.1E-S<2.3E-S<Z.5E 8<Z.4E-S<<7.3E-S<6.2E-S<4.3E.B 421 Site A-84 08/22/89<1.2E-7<3.2E-S<2.7E-B<2.3E-B<3.2E-B<6.0E-S<4.7E-B<3.7E-B<2.9E-S<3.0E-B<Z.SE-B<7.4E-S<6.?E 8<4.7E-S 533 Site A-85 08/22/89<1.1E-T<2.8E-B<2.?E-S<3.0ErS<4.1E-8<4.?E-B<3.5E-B<3.6E-S<3.2E-B-<3.5E-S<2.9E-B<9.1E-B<7.2E-B<5.3E-S 468 Site A-86 08/22/89<1.1E-7<3.0E-S<3.9E-B<3.2E-B<3.7E-B<6.3E-S<C.IE-S<5.3E-S<3.3E-B<4.1E-S<3.2E-S<1.0E-7<5.6E-S<6.3E.B 50S Site A-87 08/22/89<1.CE-7-<3.0E-S<C.BE-B<3.0E-S 2.2E.B s0.7E-B<7.2E-S<5.1E.S<4.6E-B<3.2E-S<3.2E-B<3.0E-S<7.7E-S<6.7E.B<4.6E-S 450 Site A-BS'Site A 89 08/22/89<1.1E-T<2.?E-S<3.2E-S<2.7E-S 08/30/89<3;3E-7<4.3E-S<C.CE-S<3.3E-B<4.1E-B<2.5E-B<8.6E-S<5.1E-B<5.4E-B 507<C.CE-S<8.2E-B<1.BE-7<1.2E-7<4;OE-B<C.9E-S<<C.1E-S<9.6E-B<8.2E 8<7.6E-S 550<6.7E-S<3.BE-B<5.4E.B<Z.BE-B<Z.BE-B Site A-90 08/30/89<2.9E-7<4.8E-B<4.2E-S<<3'E-8<4.?E-B<1.2E-?<1.3E-7<1.5E-7<4.2E-S<5.6E.B<4.1E-B<1.2E-7<1.4E-7<7.7E 8 606 5 i te'-91 08/30/89<2.3E-T<3.3E-S<3.0E.B<2.BE-B<3.5E-B<8.1E-S<1.3E-7<5.9E-S<3.6E-B<4.1E-S<3.4E-B<7.8E-S<8.1E-S<6.1E-B 456 Site A-92 Site A-93 08/30/89<2'.6E-7<4.1E-S 08/30/89<3.3E-?<4.7E.S<<8.7E-S<6.4E-S<6.6E 8<C.1E-8<3.9E-S<9.3E.S<1.3E-7<1-1E-7<3.1E-B<<5.0E-B<4.3E-S<1.1E-7<9.8E 8<7-3E 8'I<3.4E-S<3.3E-S<3-7E-8<8.5E-B<1.2E-7<9.9E 8<3.9E-B<5 1E-8<3 7K-8<9.4E-S C81 471 Table 4.0-2 SLUDGE SAHPLES FROH WRF LANDFILL I GAHHA SPECTROSCOPY RESULTS fn uCI/O Second Interia Report Sac@le Collected Date Ba-1CO Co-58 Co-60 Cs-13C Cs-137.Fe-59 1-131 La-140 Hn-5C Sample Nb-95 Sb-12C Sb-125 Zn-65 Zr-95 Size 0 Site A-9C 08/30/89<3.0E-?<4.?E-B<7.2E-S<4.8E-B<5.0E-B<1.0E-7<1.6E-7<1.5E-7<C.CE-B<<5.9E-B<C.9E-B<1.2E-?<1.2E-7<9.3E-B 472 Site A-95 08/30/89<1.8E.?<3.0E-S<C.CE-S<2.?E-S<3.2E 8<7.4E 8<1.0E-7<7.2E.S 2;5E 8 s0.?E-S<4.3E-S<3.3E-B<B.OE-B<<6.9E-S<5.8E.S C72 Site A.96 08/30/89<1.1E-7<3.1E-S<C.CE-S<2.5E-S<3.2E-B<6.8E-B<4.3E-B<4.CE-B<3.4E-B<3.5E-B<2.?E-B<7.1E-B<7.5E-S<5.2E-B 582 Site A-97 08/30/89 (1;7E-7<3.2E-S<3.4E-B<3.0E-S<3.6E-B<6.0E-S<5.4E-S (4.9E-B<3.2E-B<3.6E-B<3.0E-S<9.2E-B<6.3E-S<5.7E-B 478 Site A-9S 08/30/89<1.2E-7<2.5E-S<2.6E-S<2.3E-B<3.1E-B 5.3E-S<C.2E-S<<3.7E.S<2.5E 8<3.0E S<2.3E.S<5.7E-B<<6.2E.S<4.8E-B 463 Site A-99 08/30/89<3.1E-7<4.3E-B<4.9E-S<4.1E-B<5.0E-S<1.2E-7<1.5E-?<7.7E.B<<4.3E 8<5.9E-B<3.9E 8<1.1E-7<9.2E 8<7.0E-S 467 S i te A-100 08/30/89<2 3E-7<3.1E-B<3.3E-B<<2.9E 8<3.0E-B<6.?E 8<1.2E-7<B.CE-B<2.8E-S<4.1E-B<3.4E-S<<8.3E-S<6.3E-S<5.5E-B 492 (Site A-10'I 08/30/89'2.7E 7<3.7E-B<6.2E-S<<3.5E-B<C.OE-S<<9.9E-S<1.4E-?<1.1E-7<4.4E-S<5.8E-S<4.1E.B<1.0E-7<9.1E-B I<8.6E.B 492 Site A-102 08/30/89<2.0E.7<3.7E.B<5.6E-B<3.0E-S<3 9E.S<<8.9E-S<7.1E-S 6.6E-S<4.CE-B<4.5E-S<3.6E.S<9.7E.S<8.4E-S<<6.4E.S 499 Site A-103 08/30/89<1.5E-7<2.CE-S<3.1E S<2.5E-B 2.9E-S<4.9E.S<6.8E-S<4.4E-S<Z.SE-B<3.5E-S<2.7E-B<7.7E-B<6.5E-S<4.7E.B 434 Site A-104 OS/30/89<I.IE-?<2.0E-B<2.1E.B<<I.BE-B<2.3E-S<4~1E-8<3.9E-S<<2.8E-S<2.4E-B<Z.6E-B<1.9E.B<6.0E-B<4.6E-B<3.BE-B 485 Site A-105 08/30/89<9.7E.S<2.8E-B<C.ZE-S<2.9E-B<3.7E-S<6.2E-B~<3.4E.B<4.5E;8<2.6E 8<3.2E-S<3:1E-8<7.8E-B<7.4E-S<5.3E-B 44C Site A-106 08/30/89<1.8E.?<3.8E-S<4.9E.S<3.2E-S<3.9E-B<<7.4E-B<<4.8E-B<<5.7E-B<<4.3E.S<<3.8E.B<3.7E.S 8.6E-B.<7.9E-B<5.?E.S 482 Table/I.0-2 SLUDGE SAMPLES FROH'LlRF LAMDFILL GAFNA SPEC1ROSCOPY RESULTS in vCi/G Second interim Report Sompie Collected Dote.Ba-140 Co-5S Co-60 Cs.134 Cs-137 Fe-59 1-131 La-140 Hn.54 Mb-95 Sample Sb.12C Sb-125 Zn-65 Zr-95 Size G)Site A-107 08/30/89<1.6E.7<C.3E.S<C.2E-S<3.3E.B<4.3E.B<7.1E-B<5.8E-S<7.28-8<3.5E 8<4.7E 8<3.8E 8<<B.BE 8<8.7E 8<6.3E 8 463 Site A-'108 08/30/89<1.8E-T<3.8E.S<5.9E-B<3.5E-B<C.BE-S<9.6E-B<<6.8E-S<6.2E-B<4.2E-S<<5.1E-S<3.7E'8<9.0E-B<1.0E 7<7.6E S 657 Site A.109 08/30/89<1.5E-7<<C.OE.B<<C.9E-S
.Sample                                                                                                                                                            S aspic Collected   Date      Ba-140     Co-58   Co-60     Cs-13C    Cs-13?        Fe-59     1.131     l.a-lCO  Hn-5C     Hb-95   Sb-1ZC  Sb-1Z5  ?n-65   Zr-95   Site (Ol Site H-10    07/27/89 <2.3E-7   <<3.8E-S  <6.2E-B   <5.5E-S  <6.CE.S    <1.3E-7   <6.5E.B     6.?E-S    5.?E-B  <5.4E-S  5.5E-S  <1.3E-7 <1.1E-T  <9.9E-B      C13 Site N-11  OT/2T/89 <<1.3E-7   <3.3E-B <C.3E-B  <2.9E-S     3.4E-B   <6.1E-S    <<4.7E-S     3.6E-B  <3.5E-S <3.8E-B <2.9E-S  <7.7E-S  <<7.9E-S  5.CE-S      4S1 Site H.12    07/2?/89 <<1.5E-7   <2.4E-S  <<3.?E-B  <3.9E-S   <<3.5E-B    <5.6E-S   <C.BE-S    <5.3E-B   <<3.?E-B <4.4E-B  <3.7E-B <9.6E-S <8.1E-B  <7.0E-B     595 Site N-13    07/27/89 <i.CE-7      3.1E-S <3.1E-S  <<3.1E 8  <3.3E 8    <6 TE.8    <C.6E.S     <3 8E 8   <<3 2c 8  <3 TE 8 <3 5E.S  <9.5E 8 <<8.?E.S <5.?E.B      480 Site H.14    07/27/89 <<T.CE-B    <2.3E-B <2.3E-B  <2.CE-S   <2.?E.S     <5.1E-S     2.8E.B    <3.4E-S   <2.7E-B <Z.TE-S <2.3E-S  5.9E-S  <6.1E-S  <3.9E-S      505 Site H-15  07/27/89 <1.7E-7     C.7E-S <6.6E-S   <C.TE-B     6.1E-B    <1.1E-7  <5.1E-B    <6.?E.B   <4.6E-B <5.3E-S <4.2E-B  (1.2E.7 <'1.2E-7 <B.CE-S      493 Site N-16    OTIZ?/89 <Z.ZE-T   <5.7E.S <<7.1E-B  <5.8E-S  <5.0E-B      <1.1E-T  <6.8E.S     <7.8E.S  <C.SE-S  <5.4E-S  <5.2E-S  <1.4E-7 <1.6E-7  <7.9E.B     463 Site H.17    07/27/89 <<1.4E-7   <3.0E-B  <3.9E-B   <3.5E-S  <5.3E-S      <7.6E-B    6.2E.B   <<6.3E-B   <3.7E-B <<C.SE-B <3.4E-S <1.1E-7 <1.1E-7  <7.5E-B      514 Site H-18    07/27/89 <<8.3E-S    <3.0E-S <2.9E-B   <2.5E-B   <3.7E-S      <5.6E-B   <Z.TE-B    <<3.9E-S   <<Z.SE-B <3.1E-S  <2.5E-S  <6.9E-S  <T.BE-S  <C.3E.S      536 Site H-19    07/27/89  <<1.7E-T    <3.9E-S  <<5.3E-S <<3.5E-S  <C.BE-S      <<S.4E-S    <5.8E 8    <6.8E-B   <4.2E-S <5.1E-S <3.9E-B <1.2E-7  <1.0E-7  <S.2E-S     4SZ Site H-20  07/27/89 <<1.8E-T    <C.6E-S <5.4E  S <5.1E.B  <6.1E-S     <8.6E-B    <<6.1E 8    <6.8E'-8  <5.0E-B  <C.3E-S <C.9E-S <1.2E-7 <1.3E-T  <8.5E S      479 Site ll.21 '08/03/89   <Z.OE 7    <5.1E-B <6.5E.S   <<4.9E-B   <7.2E-B     <1.1E-T    <<6.0E.S     <6.3E-S   <5.2E.S  <5.6E-S <C.BE.S   <1.1E-7  <1.1E-7 <T.SE-B      414 Site  N-ZZ  08/03I89  <2.2E ?    <6.3E.S  <7.6E.S  <6.6E-S    1.TE 7    <1.2E-7    <T.CE.S    <B.OE-B    6.CC-S  6.5E-S  <<6.1E-S  <1.6E-7  <1.7E-?  <1.1E-T      286
<3.2E-S<<4.3E-B<<8.6E-B<5.4E-B 6.1E-B<<4.1E-S<<5.0E-B<3.3E.B<9.?E-S<8.9E-S 5.9E-B 551 Site A-110 08/30/89<1.6E-T Z.9E-S 3.5E-S<Z.OE-B 2.0E-S s0.5E-S T.OE-S 6.?E-&<5.3E-B<2.8E-B 3.5E-S<2.CE.S<<6.5E-B<5.9E-S<5.0E-B~695 Site A-111 08/30/89<C.OE-7<5.9E.S 1.3E-7<6.3E-B<7.6E-S<1.5E-S 0.2E.7<2.0E-7<1.8E-7<B.CE-B<7.9E.S<6.8E.B<1.4E 7<1.4E.T<1.0E.7 565 Site A-112 Site A-113 08/30/89<1.9E-T<3.8E-B<6.5E-S<3.5E-B<<C.9E-S<1.0E-S 08/30/89<1.3E-T.<2.2E-B<2.6E-B<2.0E-B<2.3E.B<5.5E-S<7.3E-B<7.2E-B C.CE~8<4.9E-S<3.?E-S<1.1E-7<9.4E-B<7.7E-B 506<5.9E-B<3.8E-S<Z.ZE-S<2.6E-S<2.2E-S<5.6E-S<5.4E-S<4.2E-B 531 Site A-114 OS/30/89<1.2E 7<Z.CE S<3.2E.S<2.2E-B<3.1E.S<6.3E.S<5.2E-B<C.7E.S<2.?E-8<2.9E-B<2.5E.B<6.8E-B<6.1E.B<C.3E.S C89 site a-115 10/12/89<<C.CE-T<5.5E-B<5.6E-S.<C.6E-S<5.0E-B<1.1E-7 Z.7E-T<Z.ZE-6 4.9E-B<6.5E-S<5.0E-B<1.CE-7<1.4E-7<1.2E-T 557 Site A.116 10/12/89<3.CE-7<C.OE-S<4.1E-S<2.8E-B<3.4E-B<9.6E-B<1.9E-T 9.6E-S 3.3E-B<C.BE-S<3~CE-8<7.6E-S<<8.7E-B<6.BE-S 60C Si te a.11?10/12/89<3.?E-7<<C.CE-S~<<5.1E-S<<3.CE-B<3.9E-B<1.2E-T<1.9E-T<1.2E-7<3.9E-B<5.6E.S<4.1E S<9.7E.B<1.2E.7<7.2E 8 666 Site A.118 10/12/89<3.CE 7<C.OE.B<<3.5E.S<2.9E.B<3.5E 8<9.3E-S<1.?E-T<1.2E-7<3.5E.S<5.5E.B<3.BE.S<7.5E.S<8.3E.S<7.3E 8 649 Site A.119 10/12/89 C.CE.7<C.OE-S<<C.2E-S<C.3E-B C.SE-B 8.3E-S<2-.0E-T<<1.8E-7 3.28-8 6.0E-B 5.3E-S<1.2E-7<1.2E-7<<S.SE.S 506 Table 4.0-2
                                                                ~ 0.2E 7 Site  H-23  OS/03/89 <1.3E ~ 7 <<4.2E-B <C.2E-S   <<3. 1E-S  <4.4E-B     <7.4E-S   <C.2E ~ 8  <4.2E-S  <3.5E.S  4.0E-S <<3.4E-S <9.0E-B  <7.8E-B  <6.3E-B     502


SLUDGE SAHPLES FROH VRF LARDFILL GAHHA SPECIROSCOPT RESULTS in uCi/G Second Interim Report Saepi e Co>lected Ba.140 Co.58 Co.60 Cs-13C Cs-137 Fe-59 I 131 La-140 Hn-5C Saepte Nb-95 Sb 12C Sb-125 Zn.65 Zr-95 Site G)Site A-120 10/12/89<3.3E-T<C.3E-B<<3.6E-S<3.5E-B<3.2E-B 9.0E-S<1.9E-7 I.IE-7<<3.4E-B 5.1E-S,<3.7E-B<7.5E-S<<6.2E-S<<6.0E-B 483 Site A 121 10/12/89<<3.2E 7<4.6E 8<<5.7E-S<3.4E-B<C.CE-S<S.CE.S<1.6E-T<9.7E-S<<3.9E 8<6.7E-B<4.6E:8<9.0E.S<I.OE.7<<S.5E 8 5C4 Site A-122 10/12/89<C.CE.T<C.6E 8<<C.IE-B<C.2E-B<3.6E-S<I.IE-7<I.BE.7<6.3E-S<C.9E.B<7.2E-S<5.3E.B<1.3E-7<'l.lEL7<<9.1E.B 492 1 Site A-123 10/12/89<2.6E-7<3.7E.B<<C.OE 8<2.7E 8<3.6E 8<B.CE.B<1.6E-7<I.IE-7.<3.3E 8<<C.SE 8<3.4E 8<9.2E 8<8.9E-B<<4.3E 8 537 Site B surface 07/18/89<1.5E-7<3.6E-S<6.0E-S<C.1E-S<5.2E-S<9.9E-7<C.CE-S<<5.0E-B<C.6E-S<C.9E-B<3.3E-B<1.1E-T<1.2E-7<<6.9E-S C09 Site 8 interface 07/18/89<9.9E.B<3.1E.S.<3.3E.S<2.9E S<3.1E-S 6.3E.S<2.7E.B 3.2E.B<3.0E 8 3.CE.B~<2.9E.7<T.BE.T<8.6E-B<4.6E 8 575 Site B subbase 07/18/89<T.CE.B<I.BE-S<<2.5E 8<2.3E-B<2.5E-S<C.IE-B<2.9E-B 2.3E-B , 2.C'E S<2.7E 8<2.2E.B<6.1E.S<C.4E.B<3.8E-B 550 Site B.l 07/2C/89<<<'I.IE.7<3.8E-S<5.CE-S<3.CE-S<C.OE.S<6.CE-S<3.3E-B<<3.9E 8<?.9E.S<3.7E-S<3.2E.S<I.OE.7<S.CE-S<6.1E.S C67 Site S-2 07/24/89<9.9E.B<2.8E-S<2.9E-B<2.9E.S<3.1E-B<5.6E-S<2.8E-S<4.7E-S<3.2E'8<<3.3E.S<2.8E.B<7.8E-S<5.2E-B<C.BE.S 490 Site 8 3.07/24/89<8.3E 8<2.2E.S 8.7E-B sO.TE-B<2.2E-B<3.IE-8<4.9E.-S 2.6E-B<2.5E-B 3.0E.S s0.6E-B<2.6E 8<2.1E.S<7.2E 8<6.0E S<C.IE 8 509 Site 8.3 OS/30/89<4.6E-7 (second san@Le)<5.7E-B<8.2E.S<5.4E-B<<6.1E-B c1.5E-7<2.1E-7<1.9E-7<<6.3E.S.<<8.2E 8<2.9E-B cl'.2E 7<I,OE-7<9.4E 8 464 TABLE/F.0-2
0 t


SLUDGE SAMPLES FRCN NRF LANDFILL GA)NQ SPECIROSCOPF RESULIS in vCI/O Second Interim Report 5~I e Collected Date Ba-1CO Co-58 Co-60 Cs-13C Cs-137 Fe-59 1-131 La-ICO Vn-54 Saepi e Nb-95 Sb-IZC Sb-125 Zn-65 Zr-95 Size 0)Site B-C 07/24/89<I.IE 7<3~CE 8<3.CE 8<3.1E-S<4-3E 8<7-6E 8<4.2E 8<C.CE-B<3.2E 8<3-7E 8<3-1E-8<8.9E 8<7.6E 8<6.1E 8 C&2 Site&-5 07/24/89'<Z.CE-7<6.?E.B<'I.2E-7<6.8E-S 9.3E.B<I.CE-7<6.1E-S 2.0E-S<I.OE-7 7.5E-S<6.0E-B<7.0E-S<1.7E-T<1.6'E-8<9.2E-B C15 Site 8.6 (i)07/ZC/89<2.9E-7<<9.6E-S<I.OE.7<I.IE-T 1.51E-T 0.27E-7<1.7C-T<8.7E-B<I.IE-?<S.3E-&<8.4E-S<8.?E.S<2.5E-7<2.0E-?<1.7E-7 330 Site&-7 (j)07/24/89<I.'?E..7.<5.0E-S<6.2E-B<5.0E-S 8.6E-B el.CE-B<I.OE-7<5.6E-S<7.3E.S<4.3E.S<5.CE-B<4.9E-B<1.4E-T<I.OE 7<9.6E-S 402 Site 8-8 (k)07/2C/89<I.CE-7<3.5E.S 5.5E-B<3.7E-S 7.8-S B.CE-S<4.6E-B<5.4E-S 3.CE-S<C.IE-S<3.6E-S 9.8E-B<<8.9E-S 6.ZE-S*C26 I.OE-S Site 8-9 08/30/89<1.4E 7<3.0E-S<C.BE 8<3.6E.B<C.6E-S<7 7E-8<C.3E-B<C.BE-S<3.1E-S<5.9E-S<C.IE-S,<1.1E-7<7.8E-S<6.3E.B 421 Site 8-10 08/30/89<1.6E-7<C.4E~8<C.CE 8<3.2E 8<5.3E-B 6.1E-S C.SE-B<<6.OE-B<<4.3E-B<C.6E-B 4.IE-S<I.IE-T<I.IE-T<6.&E-B.451 Site 8-11 08/30/89<<1.5E-7 C.2E.S 3.9E.S<3.6E-B<C.SE-B<7.0E.S<C.9E 8<<6.7E.S<<C.CE-B<C.3E.S C.OE.S<I.IE-7<7.7E-B B.OE-S C3?Site&-12 OS/30/89<1.3E-7<3.9E.S<3.9E-B<3.8E-S<<3.4E-S<5'E-8<C.OE-S<<6.2E-B<<C.OE-B<C.3E-B<3.SE-B<1.2E-T<I.OE-7<5.1E-B C61 Site&-13 08/30/89<1.&E.7<5.1E.B<T.OE.B<5.1E.B<<6.3E.B<<8.9E.S<5.2E.B<6.5E-S<5.0E 8<C.SE-S<3.9E-B<1.3E.7<1.3E 7<7.5E.S 42C Site BrlC 08/30/89<I.CE-7<3.4E-S<<5;OE.S<4.2E 8<4.4E 8<<6i&E-8<4.?E 8 5.1E~8<4.3E-B<C.?E-8<<4.2E-S<1.2E-7 9.3E-S<7.0E.B 483 Site&-15 08/30/89<1.6E 7<C.SE.S<5.8E.S<3.9E 8<5.0E-B'S.BE 8<C.SE-S<6.1E 8<5.3E 8<5.0E.S<4.3E.B<1.2E-T<9.OE-B<7.9E 8 CCI Table 4.0-2  
SLUDGE SAMPLES FRM "RF LANDFILL GANJA SPECTROSCOPT  RESULTS  in uCi/G Secor'nterin    Report Saeple                                                                                                                                                                Sac@it Col I ected  Date     Ba- 140  Co-58   Co.60   Cs-134  Cs- 137     Fe-59     I-131     La-1CO    Hn.5C    Mb-95   Sb.12C  Sb-125   i En-65   .
                                                                                                                                                            'Er 95 Size   4 Site   N-24  08/03/89 <1.2E 7   <3.5E.S  <C.OE 8 <2.6E 8   1.9E-B  <6.4E-B      4.2E-B    <<4.5E-S    <2.6E-S  <3.4E- 8 <2.&E-S  <<S.CE 8   c&.4E-S    <5.5E-S      526 10.7E 8 Site H-25. 08/03/89 <1.3E-7   <3.1E-S  <4.2E.S  <3. 1E.S <3.9E.B   <<B.IE-S     C;OE-8      4.2E.S   <3.1E.S <<3.9E.B <3.0E-S   B.CE-S    <B.OE-B .  <6.CE-B       573 Site N-26    08/03/89 <I ~ 3E-7 <3.0E-B    3.9E-S <<3.2E  S <C. 1&-8    <7.7E-B  <<CD  3E-8   c5.2E.B   <<2.9E.S  <<3.9E.S <3.3E S <<8.5E-B    c9.3E-&    .<<6.1E.S      528 Site H-27    08/03/89 <I.BE-?   C.7E-S  <5.2E-S <4.5E-B <5.0E-S     <9.0E-S  <5.6E-S     <B.OE-B    <4.CE-S c(.BE-S  <4.5E-S  <1.1E-?    <1.0E-?      <6.9E 8      551 Site H-28    08/03/89 <1.CE-?  <C.OE-B  <<C.CE.S <3.0E-S <5.4E-B    <<S.CE-B  <<5.2E-S    <<5.6E-S   <3.CE-S c3.BE-B  c'3.1E.S <1.0E-7      9.7E-S     <7.2E-S     50I Site H-29    08/03/89 <1 ~ 5E-7 <(.7E.S    3.&E.B <4.1E.B <C.SE.B     <B.BE.B  <6.0E.S     <3.9E.S   <C.OE 8  <4.5E-B  <3.9E 8  <1.1E-? . 8.4E-S     <7.4E.B     531 Site H-30    08/09/89 <1.9E-?  <4.5E-S  <<6.0E-S  <5.2E-B <6. IE-8    <9.6E-B   <5.3E.B    <5.5E-S    <5.CE S  <<5.1E-B <4.8E 8  <1.3E-7    <1.3E-7    <7. 1E-8    C98 Site   H-31 08/09/89   <1.5E.7 <5 'E.S <6.3E.S <5 'E-8  <7.3E-S    <1.2E.?  <5.86-8     <8. 1E-8  <5.2E.B  <6.1E-B <5.1E-S <<1.2E-?    <1.5E-?    <8.2E-B     45 7 Site   H-32 08/09/89   <1.2E-?    C.OE-B <<C.?E.B  <3.6E-B c(.5E-B    <<?.OE-&    <4.2E-B     <4.1E.S    <3.1E 8 c(.6E 8  <3 9E 8  <1.0E.?    <1.0E-7     <7.0E.S      482 Site H.33    08/09/89 <1.2E.?    3.2E.S  <3.?E.S <3.0E.B <3.?E.B      6.5E-&    (.OE.B     <4.2E.B   <3.5F.-B <<3.8E.B  <3.'3E.B <9.2E-S   <S.BE-S     <5.0E-B       519 Site   H-3C  08/09/89 <1.6E-?    5.0E.B  3.9E.B cC.OE-B  <<C.BE-S     B.CE.B    5.2'E-8     4.2E.S  <4.3E 8 <C.SE 8 <3.5E 8  <1.06-7    <1.2E 7     <6.0E.S      55C Site   N-35  08/09/89 cl.6E-7   c3.7E-B  c(.1E 8  <C.IE-S c3.9E-B    c9.6E-S   <<5. IE-8   <6.8E-B    c5.2E.S  <C.SE.S <C.lf 8  <1.0E-7    <9.7E-B     <8.2E-B      51C Table 4.0-2


Sl.UDGt SAHPLES FROH URF LANDFILL GAHHA SPECTROSCOPF RESUL1S in uCi/0 Second Interiaz Report Saeple Collected Date Ba-1CO Co-58 Co.60 Cs.13C Cs-13?Fe.59 l-131 ta-140 Hn-54 Saayle Nb-95 Sb.12C Sb-125 Zn-65 Zr.95 Size G)Site 8-16 08/3D/89<7.8E-S<2.6E-B<3.7E-S<<3.1E.S 3.2E-S<5.5E.S<<2.9E.S<4.0E-S<2.CE-S<3.0E-S 2.9F.-B<7.1E-B<6.CE-B<5.CE-B C56 Site 8-17 08/30/89<1.9E-7<C.2E~8<7.2E-S 6.0E-S 8.1E-S<1.2E-7 6'.2E-8<?.SE-B<5.8E-S<5.5E-S<5.CE.B<1.4E-T<'1.6t-?<9.6E-B C39 Site C surface 0?/18/89<2.3E.7<5.5E.S<7.6E-B<7.IE.S 1.IE'.l?0.2E-?<1.2E.T<<6.5t.S<8.7E-S<5~6E-8<6.CE-B<6.2E.S<1.6E-7<1.5E-7<<9.9E.S 364 Site C interface 07/18/89 1.8E-T<<4.6E-S 5.3E-?<<4.1E-B<<5.2E-B<<1.0E-7 6.3E-B<<7.7E-B 4.7E-S<5.7E-B<C.OE-B<9.6E-B<1.1E-7<8.1E-B 5?2 Site C subbase Ol/18/89 9.CE.B<2.1E.S<2.7E-B<1.9E.B<2.7E.B<C.OE.S 2.CE.S<2.6E.S<2.1E.S 2.5E-S<2.2E S<6.5E 8<5.SE-S<C.OE.S 588 Site C-1 07/2C/89<1.9E-T<<5.0E-S<6.CE-B C.SE.B 6.7E.S'1.2E-T<5.9E.B<<6.9E-B<<4.?E.B<6.1E.B<C.2E.S<1.4E.S<1.3E-B<9.6E.S 526 Site C-2 07/2C/89<'1.6E-7<4.1E.B<5.3E-B<C.2E.S<6.0E.S<8.1E.S 5.3E-S<7.?E.S<C.6E.S 5.4E.B 4.3E.S<1.2E-7<1.1E-7<1.0E-7 500 Site C-3 (I)0?/2CI89<1.5E-7<<C.SE.S<C.2E-S<4.3E-S<C.9E-S<8.9E.B<5.1E-B<5.4E.S<4.0E.S<5.2E-B<C.OE.S<1.2E-S<9.7E-S<<7.0E-S C25-Site C-C 07/2C/89<<I.BE-7<4.9E-B<6.4E-S<<C.7E-B 7.5E.B"s 1.CE.S<8.6E-S<5.5E-S<6.7E.S<4.7E.B<5.2E-S<C.CE-S<1.2E-?<1.2E-l<B.OE-?416 Site C-5 07/24/89<2.1E 7<7.1E-S<I.OE?<7.3E 8<1.1E.7<1.6E-T<<7.0E-B<7.7E-S<<8.2E-S<7.8E-B<6.CE-S<1.7E-7<1.3E-?<1.2E-7'458 Site C-6 07/24/89<1.6E 7<4.2E.S<4.7E 8<3.6E-B<4.2E.S<8.9E.S<5.0E-S<6.6E-S<<3.6E 8<C.7E-B<3.5E-S<1.2E-T<1.3E-T<?.SE 8 445 Site C-7 07/2C/89<1.6E.T<<3.5E.S<5.2E.S<5.2E-S 5.4E-S<1.2E.7<5.3E-S<5.3E.S<<C.1E-S<C.CE.S<<4.1t'.S<1.2E-T<1.1E-7<8.6E.S 457 Table 4.0-2  
SLVOGE SANPLES FROM NRF LANDFILL GAMBA SPECIROSCOPT    RESULTS    in uCi/G Second Interie    Report Saepl e                                                                                                                                                                    Saapl e Collected       Date       Ba-140      Co-58       Co-60     Cs-134  Cs-137    F  -59     I--13'I      La.1CO    Nn 54       Nb.95   Sb-124  Sb-125 Zn-65   Zr -95 St ze  Gl ARRA/PvNGS  <<I 08/30/89     <4.7E-7      <6.3E.B      6.27E-7  <5.9E-B  I.CE-7  <1,6E-7    <2.3E-7    . <1.7E-?    2.0F:7    <?.?E-8 <6.6E 8 <1.CE-7 <1.5E.? <1.3E.7      448 0.29E- 7          s0.2E.?                                      '0.2E.7 ARRA/PVNGS <<2  08/30/89    <7.3E.7      <I. IE-7    1.50E 6  <9.6E-8  2.CE-7   <2.6E-7    <3.6'E-7      <2.2E-7    3.2E.7    <1.2E-7 <1.1E-7 <2.5E.? <2.3E-? <1.8E.?      39?
(e)                                                <<0.05E-6             0.3E.?                                      40.3E 7 ARRA/PVNGS <<3  08/30/89    <6.9E.7      <1.1E-7     1.32E-6  <9.5E-8  2.9E 7  <2.6E-7    <3.6E-?      <2.2E-?      3.1E.? - <1.1E.7 <1.0E 7 <2.2E-/ <2.0E-7 <1.6E-7      447 0.05E 6           t0.3E-?                                       '0.3E-7 ARRA/PVNGS <<4- 08/30/89     5. IE-7     <5.9E-8    8.66E-?   <5.9E-B 1.?E 7   <'1.5E-7   <2.48-7       <1.
                                                                                                          < .2E 7      2.0E?    <6.8E 8 <6 9E 8 <1.5E-? <1.?E 7 <'1.1E 7    439 0.32E F 7        <<0.2E 7                                      40.2E-7 (a)  Site contains:  Be-7        9.8E- 7     1.?E-?
(b)  Site contains:  Be-7      2.66E-? ~ 1. 15E-7 (c)  Site containst  Be-7      8.39E-7 s 1.26E-7 (d) Site contains:    Be-7      6.23E.? s l. IIE.7 (e) Site contains:    Ce-144    1.8E-7    0.6EE 7 (I) Site contains:    Be-7      4.9E-?   '.2E     7 (9) Site contains:    Cd-109    3.6E-?     1.3EE.7 (h) Site contains:    Be-7       6. 1E-? s 0.9E-?
(i) Site contains:    Be-7     6.12E-7 s 1.7E.7 (j) Site contains:    Be-7       C.3E-7 s 1.0E.?
(k) Site contains:  ~ Be-7      C.3E-7 s 0.7E ~ 7 (I) Site contains:    Be-7       2.8E.7'      0.8E 7 (e) Site contains:    Be-7       7.3E-7      1.5E.7
  'eometry  Invalid due to th e lou density of the sac@le.
Table 4.0-2


SLUDGE SAHPLES FROH lZRF LANDFILL GAHHA SPECTROSCOPT RESULTS in uCI/G Second Interim Report Sample Collected Saaple Date.Ba-1CO Co-58 Co-60 Cs-13C Cs-137 Fe-59 I-131 la-1CO Hn-5C Nb-95 Sb-12C Sb-125 Zn-65 Zr-95 Size 0 Site C-8 07/2C/89<2.OE-?<4.7E-S<5.3E-S<5.0E-S<6.7E.B<1;2E-7 4.9E.B<6.7E-S C.BE-S<6.2E-S<C.BE-B<1.2E-?<1.1E-?<S.CE-S CCC Site D 07/18/S9<1.9E.?<6.7E.B<<9.3E.S<7.6E.B 1.34E-T s0.21E-7<1.6E-7 6.3E.B<I.OE-S<7.3E.B<8.9E-B<7.1E-S<1.8E-7<2.1E-7<1.5E-T COO Site E 07/18/89<2.0E-?<6.6E-S<T.BE-S<6.7E-S 1.16E-7 s0.16E.?<1.5E-7<<6.OE-S<8.1E-B<6.CE-B<7.1E-B 6.3E-S<1.6E-7<<I.SE-?<1.1E-7 434 Site E 07/20/89<1.6E-?(second saatzle)<C.BE-B<<6.8E-S<5.1E-S 1.0E-7 sO.IE-?<1.3E-?C.?E.S 6.3E-S<5.6E-B<5.7E-S<C.2E-B<<1.2E-?<1.CE-7<9.CE-S CBZ Site F 07/18/89<<I.BE-T<<C.OE-7<<C.2E-S<3.9E-S<4.7E-S 9.3E-S<6.5E-B<6.4E-B C.1E-1 C.SE-B<2.5E-7<1.1E-?<1.1E-7<6.9E 8 528 Site f-1 Site F-2 07/ZC/89<1.3E-?<<3.2E-B<<4.9E-B 3.3E-B<C.7E-S<7.6E~8<3.3E~8<<3.7E-S<3.CE-S<C.6E-S<3.7E-S<8.6E-B<9.5E-S<5.9E-B 46C 07/24/89<I.CE-7<3.7E-B<C.9E-S<3.9E-S<6.2E-S<8.4E-S<3.8E-S 6.1E-S<3.BE-B C.2E-S<3.8E-S<1.1E-T<1.3E-7<7.CE-S 5C2 Site F-3 07/24/89<1.1E-7<2.9E-B<C.OE-S<3.0E-S 3.6E 8 sO.SE-S<7.6E-S<3.CE-S<3.9E-S<3.4E-S<3.CE-B<2.8E-B<<S.SF,-S<?.BE-8<5.0E.S.558 Site F-4 07/24/89<I.CE-7<4.0E-S<5.0E-B<3.6E.B<5.8E-S<7.?E 8<4.3E.B<5.6E-B<C.CE-S<5.2E-B<3.6E-B<1.2E-T<1.2E.7<6.6E-S 526 Site f.5 07/2C/89<<I.SE-B<<C.9E-B<5.6E-S<C.7E-B<7.8E-B<1.IE-7 4.7E-S<<7.5E-B 5.0E-S<5.1E-S<C.6E.B<1.3E-?<1.2E-7<9.1E-B 469 Site f-6 07/24/89,<<1.5E-?<4.3E.B 5.0E.B<3.7E-S 9.4E-S<8.7E-B<4.9E-S<3.8E-B<3.?E-S<C.CE-B<3.6E-S 1.1E.B<1.1E-7<1.1E-7<T.OE-B CBS Table 4.0-2
SI
                                                                                                                                    'PERYURF.
CARD Also Available Qn Aperture Card KI.EV. S7I 7B                                                                                                                                            ELEV 963 96 I/l O              O                  Cl                                      Cl              CI                Cl CV          O n                  CV          CV CV              Cl Z                                                              R.
E 115                                                                                                                          E ))S 33 I E 100                                                                                                                        ,E 100 E 80                                                                                                                          E 80 5O 0
E 60                                                                                                                    Zo E60 1 ~
E 40                                                                                                                      ~E40 E 20                                                                                                                          E 20 E 00 8EAR)HG H 9 25''        / ~,                                                E  00 III O Cl                        Cl Cl            Cl      O    O  CI
                                                                                                ' Cl CV  CI                            I0                    O      N                                                                          ELEV. 963 43 ELEV. 969.43                                          n  n    CV      (V      CV                                                                        H  873.473.35 X  K    z                                                                                          E  215,268.45 ELEV. 961.56                                      ELEV. 962.65 AREA No.       1I E 35 Figure 4.0-1                                                                                   Cl ASU                                                                                                  cI  E 20 COOLiNG 'IVER SLUDGE                                                                                        Cl 0
SAMPLE LOCATiONS AT LINE SIUDGE LANDFiLL vEF                                                                                                      E 00 H25    20  29.W EI EV. 060.3o                        Cl O          H. 873,392.25 ELEV. 960.cZ Z,         E. 215,920.08 l00)) Or      OZOVI~ ~~
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0 SLUOGE SAHPLES FROH MRf LANOFILL GAHHA SPECIROSCOPI RESULTS in uCI/O Second Interim Report Samoi e Coii ected Gate-Ba-140 Co-5S Co-60 Cs-134 Cs.137 Fe-59 I.131 Le-140 Hn-54 5aapte Nb-95 Sb-12C Sb-125 Zn-&5 Zr-95 Site 0)Site f-7 07/24/89<<I.CE 7<C.3E 8<5.6E-S<3.3E-S C.9E-S<7.CE 8<<4.2E.B<C.2E 8<C.OE 8 0.9E.S<C.ZE 8<3.5E.S<9.&E 8<<8.&E.S<6.8E.B C&8 Site f-8 07/2C/89<1.5E-7<C.2E~8<5.5E~8<C.IE-8 S.IE-S<9.0E-S<<C.IE-S<3.7E-S<<4.IE.S<4.3E.B<4.1E-S<I.IE-7 1.2E-S<1.2E-7<7.6E.B 428 Site G 07/18/89<<2.6E.7<<7.CE-S<8.9E-S<6.9E-S I;5&E-7 x0.24E-7<1.9E-7<<8.9E.B<I.CE 7<7.5E.B<8.6E.S<6.4E.7<1.9E-7<2.3E-7<1.2E-7 416 Si te H-I 07/27/89<1.6E-7<C.6E.B<5.0E-S<3.7E-S 5.4E-B tl.3E-S<<9.5E-B 5.9E-S<<7.2E-B<4.BE-S<5.7E-S<<4.3E-S<I.IE-S<I.IE.S<B.OE.S CSC Site H-2 07/27/89<I.CE-7 4.1E-S 5.1E-S 4.0E-S<5.6E-S<8.2E-B<3.6E-B<5.3E 8.<3.7'<5.0E 8<4.3E-B<9.9E 8<9.1E 8<7.3E-S 506 Site H 3 07/27/89<1.9E-7<5.98 9<6.1E-B<C.BE-S<6.5E 8<1.2E 7<6.7E 7<&.7E S<5.6E-S<7.2E 8<C.7E S<1.3E 7<I.CE-7<9.7E 8 506 Site H-C 07/27/89<1.7E.7.4.6E-S C.OE-B 4.IE-8<5.5E-S<1.18-7<5.2E.S<5.7E 8<C.5E.B<C.SE 8<4.4E-B<1.1E-7<9.2E-S<8.5E-B C&8 Site H.5 07/27/89<1.5E.7<3.8E-B<C.2E-S<3.3E-S<<5.2E 8<8.3E-S<5.2E 8<5.8E-B<3.9E 8<3.&E-S<3.3E-B<9.4E-S<I.IE 8<4.6E 8 530 Site H.6 07/27/89<2.1E.7 5.6E-S 6.2E-S<5.6E-B<5.7E-S<1.2E-7<<6.4E-B S.ZE-S<5.0E-S<5.6C-S<3.7E-S<I.IE-7<I.IE-7<9.7E-S 522 Site H-7 07/27/89<1.5E 7<3.5E-B<C.OE-S<<3.3E 8<<4.3E 8<S.IE-S<4.9E 8<7.0E.B<2.7E 8<C.OE 8<3.3E-B<9.6E-S<9.2E 8<<6.7E'557 Site H 8 07/27/89 2.7E-7<5.7E-S 7.0E-B 5.6E-S 6.9E-B 1.2E-7 7.8E-B 6.9E-B C.BE-S 7.0E-S<5.CE-S<1.4E-7<1.2E-7 9.1E.B C&5 Site H.9 07/27/89<1.7E-7<4.4E-B<<3.9E-B<C.SE-S<5.SE-S<6.7E-S<6.3E-S<7.4E 8<4.0E-B<5.0E.B<C.CE-B<I.IE-7<1.2E-7<7.2E 8 572
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                                                                                                                                                                                                                                                                                                                                                  )
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                                                                  )I,sss!                                                                                            )                                                                                I    I
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                                                                                                                                                                "= '=')!6!" 9         25 59'                                                                                                                                                                                            E    00 C)                            C                                                            C                C                                                                        CI                                                                0        .             C E).EV. 969. '3                                    c              C)          ss) r)              C')            N                                                            C'            N                                                                C                                                                         C N
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                                                                                                                                                                                                                                                                                                                                                                                                        !: 673,473.35      E).EY. 963.-'3 Z                                                                                                                                                                                                                                                  Z                                Z                        Z E 215.268.45 0                                                                          0 083                                                                        082 E'IV. 96!.56                                                                              6   Ev. 962.65 AREA NO.                         1
                                                                                                                                                                                                                                                                                                                                                                                                      =    35 I      .'
I    I A I'sss cJ I
B-l C)    2G Figure 4.0-2 c.
                                                                                                                                                                                                                                                                                                                                                                  ~  A 2 sCII CA I+I                -'    c I
UNIT      RP
                                                                                                                                                                                                                                                                                                                                                                            ~
COOLING TOWER SLUDGE                                                                                                                                                                                                                                                                        l              i SAMPLING LOCATIONS                                                                                                                                                                                                                                                                          25)                                    E  00 sc                20 29 AT LIME SLUDGE LANDFILL f,'        o~fs    -')
WRF                                                                                                                                                                                                                                                ro          o                                                                                      ='Y. 966.J:-
                                                                                                                                                                                                                                                                                                                                                                                                              =. 2!5.520.CS 29 es


SLMGE SAHPLES FROH MRF LANDFILL QANHA SPECTROSCGPT RESULTS in uCi/0 Second lnterie Report.Sample Collected Date Ba-140 Co-58 Co-60 Cs-13C Cs-13?Fe-59 1.131 l.a-lCO Hn-5C S aspic Hb-95 Sb-1ZC Sb-1Z5?n-65 Zr-95 Site (Ol Site H-10 07/27/89<2.3E-7<<3.8E-S<6.2E-B<5.5E-S<6.CE.S<1.3E-7<6.5E.B 6.?E-S 5.?E-B<5.4E-S 5.5E-S<1.3E-7<1.1E-T<9.9E-B C13 Site N-11 OT/2T/89<<1.3E-7<3.3E-B<C.3E-B<2.9E-S 3.4E-B<6.1E-S<<4.7E-S 3.6E-B<3.5E-S<3.8E-B<2.9E-S<7.7E-S<<7.9E-S 5.CE-S 4S1 Site H.12 07/2?/89<<1.5E-7<2.4E-S<<3.?E-B<3.9E-S<<3.5E-B<5.6E-S<C.BE-S<5.3E-B<<3.?E-B<4.4E-B<3.7E-B<9.6E-S<8.1E-B<7.0E-B 595 Site N-13 07/27/89<i.CE-7 3.1E-S<3.1E-S<<3.1E 8<3.3E 8<6 TE.8<C.6E.S<3 8E 8<<3 2c 8<3 TE 8<3 5E.S<9.5E 8<<8.?E.S<5.?E.B 480 Site H.14 07/27/89<<T.CE-B<2.3E-B<2.3E-B<2.CE-S<2.?E.S<5.1E-S 2.8E.B<3.4E-S<2.7E-B<Z.TE-S<2.3E-S 5.9E-S<6.1E-S<3.9E-S 505 Site H-15 07/27/89<1.7E-7 C.7E-S<6.6E-S<C.TE-B 6.1E-B<1.1E-7<5.1E-B<6.?E.B<4.6E-B<5.3E-S<4.2E-B (1.2E.7<'1.2E-7<B.CE-S 493 Site N-16 OTIZ?/89<Z.ZE-T<5.7E.S<<7.1E-B<5.8E-S<5.0E-B<1.1E-T<6.8E.S<7.8E.S<C.SE-S<5.4E-S<5.2E-S<1.4E-7<1.6E-7<7.9E.B 463 Site H.17 07/27/89<<1.4E-7<3.0E-B<3.9E-B<3.5E-S<5.3E-S<7.6E-B 6.2E.B<<6.3E-B<3.7E-B<<C.SE-B<3.4E-S<1.1E-7<1.1E-7<7.5E-B 514 Site H-18 07/27/89<<8.3E-S<3.0E-S<2.9E-B<2.5E-B<3.7E-S<5.6E-B<Z.TE-B<<3.9E-S<<Z.SE-B<3.1E-S<2.5E-S<6.9E-S<T.BE-S<C.3E.S 536 Site H-19 Site H-20 07/27/89<<1.7E-T<3.9E-S<<5.3E-S<<3.5E-S<C.BE-S<<S.4E-S<5.8E 8<6.8E-B<4.2E-S<5.1E-S<3.9E-B<1.2E-7<1.0E-7 07/27/89<<1.8E-T<C.6E-S<5.4E S<5.1E.B<6.1E-S<8.6E-B<<6.1E 8<6.8E'-8<5.0E-B<C.3E-S<C.9E-S<1.2E-7<1.3E-T<S.2E-S 4SZ<8.5E S 479 Site ll.21'08/03/89<Z.OE 7<5.1E-B<6.5E.S<<4.9E-B<7.2E-B<1.1E-T<<6.0E.S<6.3E-S<5.2E.S<5.6E-S<C.BE.S<1.1E-7<1.1E-7<T.SE-B 414 Site N-ZZ 08/03I89<2.2E?<6.3E.S<7.6E.S<6.6E-S 1.TE 7~0.2E 7<1.2E-7<T.CE.S<B.OE-B 6.CC-S 6.5E-S<<6.1E-S<1.6E-7<1.7E-?<1.1E-T 286 Site H-23 OS/03/89<1.3E~7<<4.2E-B<C.2E-S<<3.1E-S<4.4E-B<7.4E-S<C.2E~8<4.2E-S<3.5E.S 4.0E-S<<3.4E-S<9.0E-B<7.8E-B<6.3E-B 502 0 t SLUDGE SAMPLES FRM"RF LANDFILL GANJA SPECTROSCOPT RESULTS in uCi/G Secor'nterin Report Saeple Col I ected Date Ba-140 Co-58 Co.60 Cs-134 Cs-137 Fe-59 I-131 La-1CO Sac@it Hn.5C Mb-95 Sb.12C Sb-125 i En-65.'Er 95 Size 4 Site N-24 08/03/89<1.2E 7<3.5E.S<C.OE 8<2.6E 8 1.9E-B 10.7E 8<6.4E-B 4.2E-B<<4.5E-S<2.6E-S<3.4E-8<2.&E-S<<S.CE 8 c&.4E-S<5.5E-S 526 Site H-25.08/03/89<1.3E-7<3.1E-S<4.2E.S<3.1E.S<3.9E.B<<B.IE-S C;OE-8 4.2E.S<3.1E.S<<3.9E.B<3.0E-S B.CE-S<B.OE-B.<6.CE-B 573 Site N-26 08/03/89<I~3E-7<3.0E-B 3.9E-S<<3.2E S<C.1&-8<7.7E-B<<CD 3E-8 c5.2E.B<<2.9E.S<<3.9E.S<3.3E S<<8.5E-B c9.3E-&.<<6.1E.S 528 Site H-27 Site H-28 08/03/89<I.BE-?C.7E-S<5.2E-S<4.5E-B<5.0E-S<9.0E-S 08/03/89<1.CE-?<C.OE-B<<C.CE.S<3.0E-S<5.4E-B<<S.CE-B<5.6E-S<B.OE-B<4.CE-S c(.BE-S<4.5E-S<<5.2E-S<<5.6E-S<3.CE-S c3.BE-B c'3.1E.S<1.1E-?<1.0E-?<6.9E 8 551<1.0E-7 9.7E-S<7.2E-S 50I Site H-29 08/03/89<1~5E-7<(.7E.S 3.&E.B<4.1E.B<C.SE.B<B.BE.B<6.0E.S<3.9E.S<C.OE 8<4.5E-B<3.9E 8<1.1E-?.8.4E-S<7.4E.B 531 Site H-30 08/09/89<1.9E-?<4.5E-S<<6.0E-S<5.2E-B<6.IE-8<9.6E-B<5.3E.B<5.5E-S<5.CE S<<5.1E-B<4.8E 8<1.3E-7<1.3E-7<7.1E-8 C98 Site H-31 08/09/89<1.5E.7<5'E.S<6.3E.S<5'E-8<7.3E-S<1.2E.?<5.86-8<8.1E-8<5.2E.B<6.1E-B<5.1E-S<<1.2E-?<1.5E-?<8.2E-B 45 7 Site H-32 08/09/89<1.2E-?C.OE-B<<C.?E.B<3.6E-B c(.5E-B<<?.OE-&<4.2E-B<4.1E.S<3.1E 8 c(.6E 8<3 9E 8<1.0E.?<1.0E-7<7.0E.S 482 Site H.33 08/09/89<1.2E.?3.2E.S<3.?E.S<3.0E.B<3.?E.B 6.5E-&(.OE.B<4.2E.B<3.5F.-B<<3.8E.B<3.'3E.B<9.2E-S<S.BE-S<5.0E-B 519 Site H-3C 08/09/89<1.6E-?5.0E.B 3.9E.B cC.OE-B<<C.BE-S B.CE.B 5.2'E-8 4.2E.S<4.3E 8<C.SE 8<3.5E 8<1.06-7<1.2E 7<6.0E.S 55C Site N-35 08/09/89 cl.6E-7 c3.7E-B c(.1E 8<C.IE-S c3.9E-B c9.6E-S<<5.IE-8<6.8E-B c5.2E.S<C.SE.S<C.lf 8<1.0E-7<9.7E-B<8.2E-B 51C Table 4.0-2
t 4.1   SAMPLING "AND ANALYTICALMETHODS:
All samples  were  collected using  a  shovel to excavate the'ample material.
The material to be analyzed was then placed in a plastic bag, labeled and sent to the laboratory for analysis.
The analyses  were performed using a Germanium      Gamma Spectrometer used- for environmental samples.-   This equipment is capable of completing analyses at very low levels of detectability.
The analyses    for Phase  I of  the sampling program were performed by PVNGS Unit Radiation Protection Laboratory (Unit RP). The samples for Phase II were performed by Arizona State University. (ASU). Both laboratories have similar equipment.
4.2  SAMPLE ANALYSIS RESULTS:
4 1
The data    collected to date are listed in Tables 4.0-1 and 4.0-2. The results are reported in microcurie per gram (pCi/gm). Analytical results which ar'e positive (that is a value .greater 'than the lower limit of detection (LLD)) are expressed in the tables with an uncertainty of + 1 sigma. The LLD values are indicated by "(" preceding the listing on the
    'able. A reported LLD value means that the radionuclide in question f'o r a specific sample cannot'e positively identified as being present at the if 7
level of the LLD. The implication is that            the radionuclide is present, its concentration will not exceed the'LLD value.
The Phase  I landfill  samples  analyzed by the Unit RP have shown positive Mn-54, Co-60 and Cs-137 values at sample points Cl and CC-1 (see Figure 4.0-1). A positive indication of Co-60 was,found at sample point C2. A positive indication of Sb-125 was found at CC-1. However, no positive 1
Sb-125 results have bee'n 'found'n'he. Phase II samples'nalyzed by ASU.
The positive Cs-1'37 values found in the',Phase I samples correspond to "background Cs-137    activity levels    (Table 4.2-1).
30


SLVOGE SANPLES FROM NRF LANDFILL GAMBA SPECIROSCOPT RESULTS in uCi/G Second Interie Report Saepl e Collected Date Ba-140 Co-58 Co-60 Cs-134 Cs-137 F-59-13'I I-La.1CO Nn 54 Nb.95-95 St ze Gl Saapl e Sb-124 Sb-125 Zn-65 Zr ARRA/PvNGS
TABLE 4.,2-1 PREOPERATIONAL BACKGROUND MONITORING RESULTS AT PVNGS FOR Cs-137'urvey Average                      Standard
<<I 08/30/89<4.7E-7<6.3E.B 6.27E-7 0.29E-7<5.9E-B I.CE-7 s0.2E.?<1,6E-7<2.3E-7.<1.7E-?2.0F:7<?.?E-8'0.2E.7<6.6E 8<1.CE-7<1.5E.?<1.3E.7 448 ARRA/PVNGS
                        &#xb9; Samples-              Of Samples                        Deviation Year              Collected              ~Ci~k.                            Q)~Ci k~
<<2 08/30/89<7.3E.7 (e)<I.IE-7 1.50E 6<<0.05E-6<9.6E-8 2.CE-7<2.6E-7<3.6'E-7<2.2E-7 0.3E.?3.2E.7<1.2E-7 40.3E 7<1.1E-7<2.5E.?<2.3E-?<1.8E.?39?ARRA/PVNGS
1976'984 19                              168                    167 19                              160                    117 Source: Preconstruction'adiolo ical Analysis on Palo Verde Site Soil, Controls 'for Environmental Pollution, Inc., Sante Fe, New Mexico, August 30, 1976..
<<3 08/30/89<6.9E.7<1.1E-7 1.32E-6 0.05E 6<9.5E-8 2.9E 7 t0.3E-?<2.6E-7<3.6E-?<2.2E-?3.1E.?-<1.1E.7'0.3E-7<1.0E 7<2.2E-/<2.0E-7<1.6E-7 447ARRA/PVNGS
Source:      Prep erational Radiolo ical Anal sis on Palo Verde Nuclear Generatin          Stat'ion and Vicinity Soil, Controls for Environmental Pollution,'nc., Sante Fe, New Mexico.
<<4-08/30/89 5.IE-7<5.9E-8 8.66E-?0.32E F 7<5.9E-B 1.?E 7<'1.5E-7<2.48-7<1.<.2E 7 2.0E?<6.8E 8<6 9E 8<1.5E-?<1.?E 7<'1.1E 7 439<<0.2E 7 40.2E-7 (a)Site contains: (b)Site contains: (c)Site containst (d)Site contains: (e)Site contains: (I)Site contains: (9)Site contains: (h)Site contains: (i)Site contains: (j)Site contains: (k)Site contains: (I)Site contains: (e)Site contains: 'eometry Invalid Be-7 Be-7 Be-7 Be-7 Ce-144 Be-7 Cd-109 Be-7 Be-7 Be-7~Be-7 Be-7 Be-7 due to th 9.8E-7 1.?E-?2.66E-?~1.15E-7 8.39E-7 s 1.26E-7 6.23E.?s l.IIE.7 1.8E-7 0.6EE 7 4.9E-?'.2E 7 3.6E-?1.3EE.7 6.1E-?s 0.9E-?6.12E-7 s 1.7E.7 C.3E-7 s 1.0E.?C.3E-7 s 0.7E~7 2.8E.7'0.8E 7 7.3E-7 1.5E.7 e lou density of the sac@le.Table 4.0-2 SI'PERYURF.CARD Also Available Qn Aperture Card KI.EV.S7I 7B E 115 E 100 I/l O CV O O n Cl CV CV Z CV Cl Cl CI 33 I Cl R.E))S ,E 100 ELEV 963 96 E 80 E 80 5O E 60 0 Zo E60 1~E 40~E40 E 20 E 20 ELEV.969.43 E 00 III O Cl CV CI Cl n X Cl n K I0 CV z 8EAR)HG H 9 25''Cl O (V CV O O CI/~, Cl N'E 00H 873.473.35 ELEV.963 43 E 215,268.45 Figure 4.0-1 ASU COOLiNG'IVER SLUDGE SAMPLE LOCATiONS AT LINE SIUDGE LANDFiLL vEF AREA No.1I ELEV.961.56 EI EV.060.3o Cl H25 20 29.W Cl O Z, ELEV.962.65 E 35 cI E 20 Cl 0 E 00 H.873,392.25 ELEV.960.cZ E.215,920.08 28 l00))Or OZOVI~~~n D I-n)ln
A  total of'10 landfill samples collected in                     Phase,  II were  analyzed by ASU.
The    results from those analyses are given in Table 4.0-2'. These                          samples were taken from eight locations (Sites A through H) 'within areas                          1  and 2 mentioned above.
'Site'        was the only location identified by Phase                        II that exhibited radioactivity levels above background. The'adionuclides identified at Site A were Mn-54, Co-60, Cs-134 and Cs-137. Samples from all of the other f~
s'ites showed LLD values for Mn-54, Co-60 and Cs-134; the positive Cs-137 values, found in these samples correspond to background levels of Cs-137.
Within Site A,      130 'samples    were  collected to establish                its radiological boundary and the ranges of            radioactivity values for each radionuclide present. Of the 130 analyses,            50 gave'ositive indications of power plant derived radionuclides.            The identity of the radionuclides detected and their corresponding concentrations for the 50 positive samples- are 4              P summarized in Table 4.2-2. 'Of these 50 samples, 36 showed positive for all three isotopes, Mn-54, Co-60 and Cs-137. The maximum concentrations for Mn-54, Co-60 and Cs-137 are 7.0E-7, 2.6E-6 and 1.7E-6 pCi/gm, respectively.
In addition, 5 samples also contain Cs-134 w'ith a maximum concentration of 4.3E-7 pCi/gm.       The'rest    showed  positive for            one  or'two of these isotopes.
31
 
i
        =e A Sludge    B~ples  from Area 1 o the 8 ua"e Lar."
Gazuna Spectroscopic      Results above LLD  in uci/am Sam  le          Mn-54          Co-60          Cs-134          Cs-137 A  surface        6.8E-7         2 ~ 6E-6                        4 'E-7 A  interfa ce    3.2E-7          1 ~ 1E-6                        2.4E-7 A  subbase        1.2E-7          2 ~ 7E-7                         6 'E-8 A-1              1.4E-7          5. OE-7                         1 OE-7
                                                                    ~
A-2              1.8E-7          6 ~ SE-7                        1.2E-7 A-3              2. OE"'7       6 ~ 7E-7                         1.8E-7 A-4              5.0E-7         1 ~ 9E-6                         4 'E-7 A-"5              2.6E-7          1 ~ 1E-6                        2.5E-7 A-6              1.1E-7         3 ~ BE-7                        5.5E-7 A-7               4.0E-7         1~  6E-6                        3.2E-7 A-8              3.7E-7         1~  6E-6        4.3E-7           1;7E-6 A-8 surfa ce      2.8E-7          9 ~ OE-7                         2.0E-7 A-8 inter face 7.0E-7            1 5E-6
                                    ~                              2. 1E-7 A-9              1.6E-7          8 ~ 6E-7                         1 ~ 1E-7 A-10              2.0E-7         1 ~ 9E-7        2.0E-7          8 ~ OE-7 A-11              6.1E-7          2 ~ 3E-6                         3.3E-7 A-12              1.9E-7          7 ~ BE-7                         9.5E-B A-13              2.6E-7         9. 9E-7                          2.2E-7 A-14              1.1E-7 GABE-8        5. OE-7                         2.6E-7 A-15            ,2 'E-7          '1. 2E-6        1~ 9E-7          6 'E-7 A-16              1..9E-7        7 ~ BE-7                         1.6E-7 A-17                              1 ~ 3E-7 A-24              4.5E-B          1 ~ 9E-7                        7 'E-8 A-25              7              3 ~ OE-7,                        6.5E-B A-26              B.OE-S          2 ~ 3E-7                        1.2E-7 A-27              1.7E-7         5. OE-7                         1.2E-7 A"28                                                              1 2E-7.
                                                                    ~
A-29                              1.3E-7 A-30              1. 4E" 7       4.7E-7                           l. 2E-7 A-31              l. 6E" 7       5.6E-7                           2.7E-7 A-32              4.6E-B          2.2E-7 A-37              4 'E-7         1.9E-6                          2 'E-7 A-38              1.6E-7         8.1E-7         1.1E-7           4 'E-7 A-39                              1.3E-7 A-40              4.6E-B          2 'E-7                           1.4E-7 A-4 1                            2. 4E-7                         1.7E-7 A-4 2                            2 7E-7
                                    ~                              4.3E-B A-44              4.9E-B          3. 4E-7                         4.6E-B A-49                              1 ~ 2E-7 A-50              1.2E-7          4.9E-7                           1.2E-7 A-52              3.3E-7         1.2E-6          1.3E-7           5.2E-7 A-53                              1~ 2E-7 A-57                              1.8E-7 A-60              1.4E-7         8.4E-7                           1.7E-7 A-67                              2.0E-7                          2.1E-7 A-68              l.4E-7          5.6E-7                          1. 1E-7 A-69              1,1E-7          4.0E-7                          8.3E-B A-70                              2.3E-7 A-78                            '1 1E-7
                                    ~
A-87                                                              2.2E-B A-95              2 'E-8 A-110                                                              2.0E-B Table 4.2-2 32


s E).EY.97).78 Cp I s C>C-C)r)G I'\C Z co r)ID c')G G OSo 0 co r)c)065 0 N Z I\Q~~roJ o 6 ll5=)00=80 C.60'0 I I I I I I I)I I I l!I I I I I I I I I I I I I I I l l!I!I I I I I I I I!j I)'I I)I I!I l ('I I I i I j!I I I i!I i I I I i I I!)i!I i (I I I i'I I I I: I I)!I i I I I I I''!I I I i I i!I I I I qOP,R I I I I I I I I I!I!I I I I I!I I I!I~I;I~(~I j I I I!I I!)i.!I l" i i I I I I I l I.)I I s'I I I i I j~!I~i: l l I I)I I!I j(!I I!I!I))!-i!I!)I)i I ir c)~~I I I I I I'I'I i I I I I i I I I I~~!I I!I I I I,'I.I~s!)i!I)I I i I I I!I I I I s!I i I Ij))I I:!l I', I s I I I I!;i l!!I~'!I!~)l=i I I I I i i I I I I I!s)I,sss!': I i!i i s I!I I i I i I i i I!I I jc);I I:!CZ)~)-.!I i I j: 's i!I I I, i (!I i I I j.:-:.'I i I j.I-!,';:;:...
c~,: (!)I I s I I I I I I (s i I!I!I I!I: I)!!'':~!I!'-)D.j I I I I I I'!'jsj I I I!':-I: I I'I I I!I i s i!I'!!i!.'::))I)<I I I!I<<I I l'-I l l (j I I I I l~: l i I I I i l I i I!.'-'!!~I I s: I I=c I I I: I I j I I I!l!I!.I I I I I I I~!s I l I I I S S I I I I I I I I I I I-"-'I I i I I I I i I I I i I I II ,I I l I I I!i I s')I l I!I I I I i!!I I=<I I I I IS)I!(I IC)I I s s I I'I I!i!s~i I~I j I)'i I I I,'I I I I I I i I!!I I I i I i I I i I I i!I I I I I I I'I I I ss I I'I I-'i!I s s)I I)'I i I I I I I I I I!I)I=l)5 E)Ca o (3~C C)08)E SC r)C c!00 co"D i!!I'l!I)i i',':)I I;s I I!I I I I!!I I I)I I'i i l.l i i!i'I!I I I I'-!I I I I!I I j l i (I')!.'s I.'~!i!!i!I I!!I s)!I I I i!I!'i'l!'!i!i')!I I)I I I I I'!~I)i!!'I!!'I i!!I I!I I I I i I I!I I l I I I I):!!I I I:!))I~l!I i I I I I I',~!I I I I',)I!i:!.!l I i I I I (I I)s)!'j i I I'!!!.I i''!I':!I I I)I'I l I I I i i i i I!I I I I I I I)(I I I l I i I I I!!.-'I I i I I I l I I I!I I I I I I'')I!I I I I I I!)I I I I.I I I I c~i I I I I!I I I i l I(II III)I!!-i I c')0 E 00"='=')!6!" 9 25 59'E).EV.969.'3 c C C)r)Z ss)r)C)C')N r)C C r)C'C N N C N 0 083 C CI co Z 0 082 C 0.C N CO Z Z!: 673,473.35 E).EY.963.-'3 E 215.268.45 E'IV.96!.56 6 Ev.962.65 AREA NO.1 I.'I I=35 Figure 4.0-2 UNIT RP COOLING TOWER SLUDGE SAMPLING LOCATIONS AT LIME SLUDGE LANDFILL WRF f,'o~fs-')ro o A I'sss cJ B-l I~A 2 sCII CA-3-I+I-'I~l i sc 25)20 29 C)c c.2G E 00=.2!5.520.CS
='Y.966.J:-29 es t
4.1 SAMPLING"AND ANALYTICAL METHODS: All samples were collected using a shovel to excavate the'ample material.The material to be analyzed was then placed in a plastic bag, labeled and sent to the laboratory for analysis.The analyses were performed using a Germanium Gamma Spectrometer used-for environmental samples.-This equipment is capable of completing analyses at very low levels of detectability.
The analyses for Phase I of the sampling program were performed by PVNGS Unit Radiation Protection Laboratory (Unit RP).The samples for Phase II were performed by Arizona State University.(ASU).Both laboratories have similar equipment.
4.2 SAMPLE ANALYSIS RESULTS: 4 1*The data collected to date are listed in Tables 4.0-1 and 4.0-2.The results are reported in microcurie per gram (pCi/gm).Analytical results which ar'e positive (that is a value.greater'than the lower limit of detection (LLD))are expressed in the tables with an uncertainty of+1 sigma.The LLD values are indicated by"(" preceding the listing on the'able.A reported LLD value means that the radionuclide in question f'o r a specific sample cannot'e positively identified as being present at the 7 level of the LLD.The implication is that if the radionuclide is present, its concentration will not exceed the'LLD value.The Phase I landfill samples analyzed by the Unit RP have shown positive Mn-54, Co-60 and Cs-137 values at sample points Cl and CC-1 (see Figure 4.0-1).A positive indication of Co-60 was,found at sample point C2.A positive indication of Sb-125 was found at CC-1.However, no positive 1 Sb-125 results have bee'n'found'n'he.
Phase II samples'nalyzed by ASU.The positive Cs-1'37 values found in the',Phase I samples correspond to"background Cs-137 activity levels (Table 4.2-1).30 TABLE 4.,2-1 PREOPERATIONAL BACKGROUND MONITORING RESULTS AT PVNGS FOR Cs-137'urvey Year 1976'984&#xb9;Samples-Collected 19 19 Average Of Samples~Ci~k.168 160 Standard Deviation Q)~Ci k~167 117 Source: Preconstruction'adiolo ical Analysis on Palo Verde Site Soil, Controls'for Environmental Pollution, Inc., Sante Fe, New Mexico, August 30, 1976..Source: Prep erational Radiolo ical Anal sis on Palo Verde Nuclear Generatin Stat'ion and Vicinity Soil, Controls for Environmental Pollution,'nc., Sante Fe, New Mexico.A total of'10 landfill samples collected in Phase, II were analyzed by ASU.The results from those analyses are given in Table 4.0-2'.These samples were taken from eight locations (Sites A through H)'within areas 1 and 2 mentioned above.'Site'was the only location identified by Phase II that exhibited radioactivity levels above background.
The'adionuclides identified at Site A were Mn-54, Co-60, Cs-134 and Cs-137.Samples from all of the other f~s'ites showed LLD values for Mn-54, Co-60 and Cs-134;the positive Cs-137 values, found in these samples correspond to background levels of Cs-137.Within Site A, 130'samples were collected to establish its radiological boundary and the ranges of radioactivity values for each radionuclide present.Of the 130 analyses, 50 gave'ositive indications of power plant derived radionuclides.
The identity of the radionuclides detected and their corresponding concentrations for the 50 positive samples-are 4 P summarized in Table 4.2-2.'Of these 50 samples, 36 showed positive for all three isotopes, Mn-54, Co-60 and Cs-137.The maximum concentrations for Mn-54, Co-60 and Cs-137 are 7.0E-7, 2.6E-6 and 1.7E-6 pCi/gm, respectively.
In addition, 5 samples also contain Cs-134 w'ith a maximum concentration of 4.3E-7 pCi/gm.The'rest showed positive for one or'two of these isotopes.31 i
=e A Sludge B~ples from Area 1 o the 8 ua"e Lar." Gazuna Spectroscopic Results above LLD in uci/am Sam le Mn-54 Co-60 Cs-134 Cs-137 A surface A interfa A subbase A-1 A-2 A-3 A-4 A-"5 A-6 A-7 A-8 A-8 surfa A-8 inter A-9 A-10 A-11 A-12 A-13 A-14 A-15 A-16 A-17 A-24 A-25 A-26 A-27 A"28 A-29 A-30 A-31 A-32 A-37 A-38 A-39 A-40 A-4 1 A-4 2 A-44 A-49 A-50 A-52 A-53 A-57 A-60 A-67 A-68 A-69 A-70 A-78 A-87 A-95 A-110 ce ce face 6.8E-7 3.2E-7 1.2E-7 1.4E-7 1.8E-7 2.OE"'7 5.0E-7 2.6E-7 1.1E-7 4.0E-7 3.7E-7 2.8E-7 7.0E-7 1.6E-7 2.0E-7 6.1E-7 1.9E-7 2.6E-7 1.1E-7 ,2'E-7 1..9E-7 4.5E-B 7 GABE-8 B.OE-S 1.7E-7 1.4E" 7 l.6E" 7 4.6E-B 4'E-7 1.6E-7 4.6E-B 4.9E-B 1.2E-7 3.3E-7 1.4E-7 l.4E-7 1,1E-7 2'E-8 2~1~2~5.6~6~1~1~3~1~1~9~1~8~1~2~7~9.5.'1.7~1~1~3~2~5.6E-6 1E-6 7E-7 OE-7 SE-7 7E-7 9E-6 1E-6 BE-7 6E-6 6E-6 OE-7 5E-6 6E-7 9E-7 3E-6 BE-7 9E-7 OE-7 2E-6 BE-7 3E-7 9E-7 OE-7, 3E-7 OE-7 1.3E-7 4.7E-7 5.6E-7 2.2E-7 1.9E-6 8.1E-7 1.3E-7 2'E-7 2.4E-7 2~7E-7 3.4E-7 1~2E-7 4.9E-7 1.2E-6 1~2E-7 1.8E-7 8.4E-7 2.0E-7 5.6E-7 4.0E-7 2.3E-7'1~1E-7 Table 4.2-2 4.3E-7 2.0E-7 1~9E-7 1.1E-7 1.3E-7 4'E-7 2.4E-7 6'E-8 1~OE-7 1.2E-7 1.8E-7 4'E-7 2.5E-7 5.5E-7 3.2E-7 1;7E-6 2.0E-7 2.1E-7 1~1E-7 8~OE-7 3.3E-7 9.5E-B 2.2E-7 2.6E-7 6'E-7 1.6E-7 7'E-8 6.5E-B 1.2E-7 1.2E-7 1~2E-7.l.2E-7 2.7E-7 2'E-7 4'E-7 1.4E-7 1.7E-7 4.3E-B 4.6E-B 1.2E-7 5.2E-7 1.7E-7 2.1E-7 1.1E-7 8.3E-B 2.2E-B 2.0E-B 32
(
(
Toput thy radiocesium data in perspective, the PVNGS 1986 Annual Radiological.Environmental Operating Report prepared by ASU reported positive soil background values of Cs-137 that range from a low of 1E-8 7.4E-7 pCi/gm.These soil samples were taken at 59 environmental thermoluminescent dosimeter (TLD)sites maintained by ASU for PVNGS.In comparison, the values for Cs-137 reported above the LLD by the Phase'II sampling program range from 1.9E-8 to 1.7E-6 pCi/gm.It is, also important to note that these levels of radioactivity pose no risk to human health and the environment because of their very low levels of radioactivity.
To  put thy radiocesium data in perspective, the PVNGS 1986 Annual Radiological .Environmental Operating Report prepared by ASU reported positive soil background values of Cs-137 that range from a low of 1E-8 7.4E-7 pCi/gm.     These soil samples were taken at 59 environmental thermoluminescent dosimeter (TLD) sites maintained by ASU for PVNGS. In comparison, the values for Cs-137 reported above the LLD by the Phase 'II sampling program range from 1.9E-8 to 1.7E-6 pCi/gm. It is, also important to note that these levels of radioactivity pose no risk to human health and the environment because of their very low levels of radioactivity.
The Cs-134 found in 5 samples confirms the presence of power plant radiocesium in the cooling tower sludge.Although it is not clear why so few samples show Cs-134, its absence supports the position that the Cs-137-found in nearly all of the positive samples can be a"tributed to background Cs-137.The highest Cs-137 concentration is given in Table 4.0-2 for'sample A-8 as 1.7E-6 PCi/gm, which is outside background Cs-137 levels.However, Cs-134 was also found in this sample, which infers the.presence of power plant Cs-137, and hence, this may explain the higher value for Cs-137 reported for this sample.On August 30, 1989, 4 samples were taken in cooperation with Arizona Radiation Regulatory Agency at, 4 locations within Site A for the purpose of an interlaboratory gamma spectroscopy comparison.
The   Cs-134 found in 5 samples confirms the presence of power plant radiocesium in the cooling tower sludge. Although   it is not clear why so few samples show Cs-134, its absence supports the position that the Cs-137- found in nearly all of the positive samples can be a"tributed to background Cs-137. The highest Cs-137 concentration is given in Table 4.0-2 for 'sample A-8 as 1.7E-6 PCi/gm, which is outside background Cs-137 levels. However, Cs-134 was also found in this sample, which infers the
The results of the analyses of these 4 samples performed at ASU and ARRA are presented in Table 4.2-3.A comparison of the results provided in Table 4.2-3 shows a difference that is generally less than a factor of two, which is within acceptable expectations given differences
. presence of power plant Cs-137, and hence, this may explain the higher value for Cs-137 reported for this sample.
.in techniques used at each facility, e.g., sample geometry and size.33 t t 1 ASU'nd ARRA Inter-laboratory Comparison Site A Sludge Samples from Area 1 of Sludge Landfill Gamma Spectroscopic Results in uCi/gm Sample ARRA/PVNGS
On   August 30, 1989, 4 samples were taken in cooperation with Arizona Radiation Regulatory Agency at, 4 locations within Site A for the purpose of an interlaboratory gamma spectroscopy comparison. The results of the analyses of these 4 samples performed at ASU and ARRA are presented in Table 4.2-3. A comparison of the results provided in Table 4.2-3 shows a difference that is generally less than a factor of two, which is within acceptable expectations given differences . in techniques used at each facility, e.g., sample geometry and size.
&#xb9;1 ARRA 2.0E-7 9.9E-8 Mn-54 ASU ASU 6.3E-7 Co-60*ARRA 3.6E-7 Cs-137 ASU ARRA" 1.4E-7 1.4E-7 3.2E-7 2.1E-7 3.1E-7 2.2E-7 1.3E-6 8.8E-7 2.9E-7 1.7E-7 1.5E-6 8.$E-7-2.4E-7 2.0E-7'&#xb9;4 2.0E-7 8.7E-7 4.4E-7.1;7E-7 1.4E-7 Values from Table 4.0-2.Letter from Norman Pratt, ARRA, to Walter Bouchard, APS dated September 18, 1989.Table 4.2-3 34 e I t I 4.3 ESTIMATED VOLUME OF WASTE The volume of material disposed at the Water Reclamation Facility sludge disposal landfill from the WRF two stage lime treatment process is 50,000 tons per year.The volumes of sludge generated at Units 1-and 3 cooling towers and'disposed of in the Water Reclamation Facility sludge landfill was approximately 400 tons (approximately 450 cy)..Compared to the'expected volume from the Water Reclamation Facility, the contribution from the cooling tower sludge was very small.1 4.4 REVIEW OF POTENTIAL GROUNDWATER IMPACTS: The Water Reclamation Facility sludge disposal landfill is labeled facility'o, 6 (Figure 4.4-1), and is located at coordinates 33'23'57" N, 112'50'50" W: The major geologic units below the site are the Upper Alluvial Unit, the Upper Middle Fine-Grained Unit, the Middle Fine-Grained Unit (Palo Verde Clay)and the Lower Coarse Grained Unit (see Section 8 for a more detailed description).
33
The PVNGS site is located in an area that'as historically used for irrigated agriculture between 1950 and late 1975.Groundwater recharge, primarily from excess irrigation water, formed a perched groundwater mound under the site.Where the perched system exists beneath the PVNGS site, the depths to water range from less than 10 feet to more than 90 feet below land surface.Available geologic data indicate the perched groundwater system exists primarily within the Upper Alluvial Unit.The Upper Alluvial Unit consists of silty and gravelly sands of varying thickness with interlayered, discontinuous lenses of clays and silty clays.The lower boundary of the perched groundwater system is an aquitard, referred to as the Upper Middle Fine-Grained Unit.The upper portion of the Middle Fine-Grained Unit consists.of massive, continuous layers of clays and silty clays, interbedded with thinner layers and scattered lenses of clayey silt, clayey sand and silty sand.In the vicinity of the plant site, the lower, portion of the Middle Fine-Grained Unit is referred to as the Palo Verde Clay.The Palo Verde Clay varies in 35 1
 
thickness from 20 to more than 120 feet.Labora'tory tests indicate that t the hydraulic conductivity of the Palo Verde Clay is approximately 5.0 2 10~cm/sec.The Palo Verde Clay'acts as an aquitard for the regional" aquifer, contained in the Lower Coarse-Grained Unit, as evidenced by localized artesian conditions in wells.which penetrate the regional aquifer system.Table 4.4-1 shows the November', 1988 water level contours for the perched 4'roun wa e roundwater system;.beneath'he'site.'.,The data show that the perched system'oes not extend beneath the sludge landfill.Monitor wells PV-207A and PV-207B', each 100 feet deep, are dry'Table 4'-1)~Figure 4.4-2 shows the elevation of the top of the Middle Fine-Grained Unit and the Palo Verde Clay and the thickness of the Palo Verde Clay.The thickness of the Palo Verde Clay below the Sludge Landfill is 80 to 100.feet.The thickness of the Upper Middle Fine-Gra'ined Unit is 190 to 200 feet'.Data from wells PV-207A and PV-207B indicate that the depth to the top of the Middle Fine-Grained Unit is 27 feet (see Figure 4.4-3 for geologic log of wells PV-207A and PV-207B).As stated above,.water in the perched groundwater system is found within r the Upper Alluvial Unit arid the upper portion of the Middle Fine-Grained Unit.Wells PV-207A and PV-207B show that the perched system does riot exist in the vicinity of the sludge landfill.Although the geologic.conditions are the same at the sludge landfill.as those elsewhere at the site, the perched system was not formed because there was no historic'irrigation to provide a source of water.The leachability of the cooling tower sludge is low.As described in section 2, the major components of the cooling tower sludge are dirt and sand carried into the tower by the blowers.The calcium and magnesium salts are not highly soluble either.r 36  
t t
1
 
ASU'nd     ARRA   Inter-laboratory Comparison Site A Sludge   Samples from Area 1 of Sludge Landfill Gamma   Spectroscopic Results in uCi/gm Sample                 Mn-54                    Co-60*                Cs-137 ASU            "
ARRA/PVNGS         ASU        ARRA          ASU        ARRA                  ARRA
    &#xb9;1         2.0E-7       9.9E-8       6.3E-7     3.6E-7       1.4E-7   1.4E-7 3.2E-7       2.1E-7       1.5E-6      8.$ E-7 -  2.4E-7   2.0E-7 3.1E-7      2.2E-7      1.3E-6     8.8E-7       2. 9E-7   1. 7E-7
    '&#xb9;4        2.0E-7                    8.7E-7     4.4E-7     .1; 7E-7   1.4E-7 Values from Table 4.0-2.
Letter from Norman Pratt,   ARRA, to Walter Bouchard,   APS   dated September 18, 1989.
Table 4.2-3 34
 
e I
t I
 
4.3 ESTIMATED VOLUME OF WASTE The volume   of material disposed at the Water Reclamation Facility sludge disposal landfill from the WRF two stage lime treatment process is 50,000 tons per year. The volumes of sludge generated at Units 1 -and 3 cooling towers and 'disposed of in the Water Reclamation Facility sludge landfill was   approximately 400 tons (approximately 450 cy).. Compared to the' expected volume from the Water Reclamation Facility, the contribution from the cooling tower sludge was very small.
1 4.4 REVIEW OF POTENTIAL GROUNDWATER IMPACTS:
The Water Reclamation   Facility sludge disposal landfill is labeled facility
    'o,   6 (Figure 4.4-1), and is located at coordinates     33'23'57" N, 112'50'50" W: The major geologic units below the site are the Upper Alluvial Unit, the Upper Middle Fine-Grained Unit, the Middle Fine-Grained Unit (Palo Verde Clay) and the Lower Coarse Grained Unit (see Section 8 for a more   detailed description).
The   PVNGS site is located in     an area   that 'as historically used for irrigated agriculture between 1950 and     late 1975. Groundwater recharge, primarily from excess irrigation water, formed a perched groundwater mound under the site. Where the perched system exists beneath the PVNGS site, the depths to water range from less than 10 feet to more than 90 feet below land surface.     Available geologic data indicate the perched groundwater system exists primarily within the Upper Alluvial Unit. The Upper Alluvial Unit consists of silty and gravelly sands of varying thickness with interlayered, discontinuous lenses of clays and silty clays. The lower boundary of the perched groundwater system is an aquitard, referred to as the Upper Middle Fine-Grained Unit.
The upper   portion of the Middle Fine-Grained Unit consists . of massive, continuous layers of clays and silty clays, interbedded with thinner layers and scattered lenses of clayey silt, clayey sand and silty sand.         In the vicinity of the plant site, the lower, portion of the Middle Fine-Grained Unit is referred to as the Palo Verde Clay. The Palo Verde Clay varies in 35
 
1 thickness from 20 to more than 120 feet. Labora'tory tests indicate that the hydraulic conductivity of the Palo Verde Clay is approximately 5.0 2t 10~ cm/sec. The Palo Verde Clay 'acts as an aquitard for the regional aquifer, contained in the Lower Coarse-Grained Unit, as evidenced by localized artesian conditions in wells. which penetrate the regional aquifer system.
Table 4.4-1 shows the November', 1988 water level contours for the perched wa e system;.beneath'he'site.'.,The roundwater                    4'roun data show that the perched system'oes not extend beneath the sludge landfill. Monitor wells PV-207A and PV-207B', each 100 feet deep, are dry'Table 4 '-1)   ~ Figure 4.4-2 shows the elevation of the top of the Middle Fine-Grained Unit and the Palo Verde Clay and the thickness of the Palo Verde Clay. The thickness of the Palo Verde Clay below the Sludge   Landfill is 80 to 100. feet. The thickness of the Upper Middle Fine-Gra'ined Unit is 190 to 200 feet'. Data from wells PV-207A and PV-207B indicate that the depth to the top of the Middle Fine-Grained Unit is 27 feet (see Figure 4.4-3 for geologic log of wells PV-207A and PV-207B).
As stated above,. water in the perched groundwater system is found   within r
the Upper Alluvial Unit arid the upper portion of the Middle Fine-Grained Unit. Wells PV-207A and PV-207B show that the perched system does riot exist in the vicinity of the sludge landfill. Although the geologic.
conditions are the same at the sludge landfill .as those elsewhere at the site, the perched system was not formed because there was no historic irrigation to provide a source of water.
The   leachability of the cooling tower sludge is low. As described in section 2, the major components of the cooling tower sludge are dirt and sand carried into the tower by the blowers. The calcium and magnesium salts are not highly soluble either.
r 36
 
PVNGS CONTAINMENTIDISPOSAL                                                              FACILITIES'erer trectenretton ptent
: 5. Sludge Disposal Landfill
                                                                                                        ~ re
: 9. Hassayampa Pumping Station
                                                                                                                                                                                -Holding Pond lee Feet Agree e>> t>>rt rteetrnent Ptent
: 5. Two Retention Basins                                                /                                                                  1. Water Stora e Reservoir
: 8. Concrete Landfill
: 8. Eva oration Pond No. 2 p t'wg                                                                                            7. Rubbish    Landfill eetttnenterton Corer <<o. t                                        Un
: 2. Eva oration Pond No.              1
                                                                                                                                                          ~, '        .
: 4. Sedimentatlon Basin No. 2
                                                                                                                                            ~
                                                                                                                                              ,'e
                                                        ~    -=.
e g5 rtoR rtt eeo tewel
                                'h
                                        ~ ~                                                  fit Q
:jete      u f ...;;:.-'jC ..::..i.::;.':.:i:.
Lcgcnd P>>coed Aeutt>> ttenttortnp    rNetr o  tteptonet Aeutt>> Wert ttetrturo 0etector Stree o  Pteronret>>e t,  ~
                                                                                                                                                      ~  prepered for Arttone Depenrnent ol tnetronrnenref cuetlty ftrerf Croundweter prolecllon pennlt Ho. c.0077.07 pubtfc ffeertnff on tterch l0. f900
                                                                                    \                                                                  O>>eu nrerr oevennr teer trrrr re et~I Figure 4.4-1
 
ll
                        /
Very little water  is expected to move  through the sludge disposal landfill due to the basic operat'ion and design of the landfill. The sludge from the Water Reclamation Facility, which constitutes the majority of in the landfill, is dewatered prior to disposal. The material is material'isposed piled on the land surface to a maximum height of 6 feet. The landfill is also graded to prevent standing water on the landfill'.
If any substantial discharge  were to occur  at, the landfill this water              would be detected by the PV-207 wells.      In addition, any discharge. from the
    /                                          /
~
facility would have to move vertically downward through approximately 190 to 200 feet of the Upper Middle Fine-Grained Unit and-80 to 100 feet of Palo
                                                                    /
Verde Clay before impacting the regional groundwater system.
3 38
 
PW      GROUNDWATER MOHITORIttG. PROGRAM
                                                    ~ATER LEVEL MEASUREMEHTS DATA VALUES IH FEET  BASED Ot( REFEREHCE ELEVAT10HS AP5 .EttVIROHMEHTAL DEPARTMEtti 02/15i90 CODES: A=NORMAL D=DRY WELL N=HO SAMPLE,TAKEN REFERENCE      GROUNDWATER      DEPTH HELL NAME      QTR YEAR  DATE  "CODE ELEVATION        ELEVATION      TO HATER              COMMEHT HELL PV-206B PV-206 B                  880123    H    947.57                                        NOT ABLE TO REMOVE HELL CAP PV-206 B                  880308          947.57            898.15        49.42 PV-206 B PV-Z06B 880606 8808Z3 A
A A
947.68 947.68 898 '0 896.96 49.18 50.72 NEH REF. ELEV.--IttSTALL PUMP PV-206B                  880915    A    947.68            896.37        51.31 PV-206B                  881020    A    947.68            896.05        51.63 PV-206B                  881109    A    947.68            895.71        51.97 PV-206B                  881209    A    947.68            895.61        52.07 PV-206B              88  881217    A    947.68            895.43        52.25 PV-Z06B          4  88  881222    A    947.68            895.34        52.34 PV-206B          1  89  890117    A    947.68            895.22        52.46 PV-206B          1  89  890Z01    A    947.68            895.08        52.60 PV-206B          1  89  890314    A    947.68            894.98        52.70 PV-206B          2  89  890412    A      947.68          894.53        53.15 PV-206B          2  89  890502    A      947.68          894.45        53.23 PV-206B          2  89  890626    A      947.68          894.13        53.55 PV-206B          3  89  890717    A      947.68          894.03                '3.65 PV-206B              89  890801    A      947.68          893.83        53. 85 PV-206B          3  89  890922    A      947.68          893.18        54.50 PV-206B          4  89  891017    A      947 . 68        893.38        54.30
~ PV-Z06B              89  891104    A      947.68          893.35        54.33 PV-Z06B              89  891218    A      947.68          893.18        54.50 HELL PV-207A PV-207A                  880123    H      967.24 PV-207A                  880308    D      967.24                                      DRY PV-207A                  8808Z3    N      967,.24 PV-207A                  880930    D. 967.24                                      DRY PV-207A                  881027    D    967.24                                      DRY F101.72 PV-207A                  881108    D    967.Z4                                      DRY PV-207A                  881209    D    967.24 PV-207A                  881217    D    967.24 PV-207A              88  881222    D    967.24 PV-207A                  890117    D    967.24 PV-207A              89  890201    D    967.24 PV-207A'V-207A 89  890314    D    967.24 2  89  890412    D    967.24 PV-207A          2 .89    890503    D    967.24 PV-207A          2  89  8906Z6    D    967.24 PV-207A                  890717    D    967.24 PV-207A              89-  890803    D    967.24 PV-207A              89  8909ZZ    D    967.24 PV-207A              89  891017    D    967.24 Table 4.4-1 (Sheet I oE 2)
 
f PVH~ROUttDWATER MONITORING
                                            .VALUES IH
                                                        ~R      LEVEL MEASUREMENTS DATA PROGRAM FEET  BASED ON REFEREHCE ELEVATIOHS APS EHVIRONMEtlTAL DEPARTMEtlT 02/15/90 CODES: A=NORMAL D=DRY WELL N=NO SAMPLE TAKEN REFERENCE      GROUNDWATER        DEPTH WELL HAME          QTR YEAR    DATE  CODE'LEVATION      . ELEVATION        TO WATER              COMMENT PV-207A                      891102    .D    967:24 PV-207A                      891218  '
967.24 WELL    PV-207B PV-207B                                H    967.94i PV-207B                    )880308    D    967.94                                          DRY PV-207B                      880823    H    967.94i PV=207B                      880930          967.94                                          DRY PV-207B                      8810Z7          967.94                                          DRY
'V-207B                        881108    D    967;94                                          DRY PV-207B                      881209          967.94 PV-207B            2,89'80123 881217 881222 D
D    967.94 967.94 PV-207B'V-207B PV-207B 1'8988 ,890201 890117.
D D    967.94 967'.94 1  89 PV-207B            1  89  .890314          967.94i PV-207B            2  89  890412          967.94i PV-207B            2  89  890503          967.94 PV-207 B      ~            890626          967. 94 PV-Z07B                89  890717    D    967.94 PV-207 B            3. 89  890803    D    967.94 PV-207 B            3  89  890922    D    967.94 PV-207B                89  891017    D    967.94 PV-207B                89-  891102    D    967.94 PV-207B                89  891218    D    967.94 WELL  PV-208C PV-208C                88  880425          942.37        ~  935.81          6.56 PV-208C                      880518    A    94i2.37          936.32          6.05 PV-208C                    880718    A    942.37            937: 62          4.75 PV-208C                    880728    A    942.37            920.70          21.67        EVACUATED PIEZ. W/SANDPIPER PUMP
.PV-208C                      880801    A    942.37            925.24i        17.13 PV-208C                88  '88080Z    A    942.37            925.83          16.54 PV-208C            3  88  880803    A    942.37            926.02        -16.35 PV-208C                88  SS0809    A    94Z.37,          9Z8.42          13;95 PV-208C            3  88  880810    A    94i2.37          928.82          13.55 PV-208C            3  88  880S11          94Z.37            929.27          13.10 PV-208C        . 3  88  88081Z    A    942.37  .        929.67          12. 70" PV-208C                88  880815    A    942.37,          930.67          11.70 PV-208C                88  880816    A    942.37            931.02          11.35 PV-208C            3  88  880817    A    942.37            931.22          11.15 PV-ZOSC                88  880818    A"    942.37            931.52          10.85 PV-208C                88  880819    A    942.37            931.82          10.55 PV-208C            3  88  880822    A    942.37            932.62          9.75 PV-208C            3  88  880823          942.37            932.64          9.'73 Table 4.4-1 (Sheet 2 of 2)
 
i C
l g ~$'I Lr 1i<<Q>>
y i.,j~
730 ~
                                      ~o 1Q i
I e
                                                          , inc~
NORTH irh),A'01 4 j+
w( i',a IVWW~
I I
C"-
M'                                        qgS.g  tleQ
          'r,:i i
pl LIMIT OF THE CLAY i:g CONTOUR IN FEET
                          .3                                      ELEVATION OF THE TOP OF THE PALO VERDE CLAY.
0                        2500 FEET 5000'alo Verde Nuclear Generating Station GROUNDWATER MONITORING PROGRAM Plod VERDE CLAY STRUCTURE CONTOUR MAP
  ~0 Figure 4.4-2
                                            '(SFIeet        1  of 3)


PVNGS CONTAINMENTIDISPOSAL FACILITIES'erer trectenretton ptent 5.Sludge Disposal Landfill~re 9.Hassayampa Pumping Station-Holding Pond rteetrnent Ptent lee Feet Agree e>>t>>rt 5.Two Retention Basins 8.Concrete Landfill 8.Eva oration Pond No.2 eetttnenterton Corer<<o.t/p t'wg Un 1.Water Stora e Reservoir 7.Rubbish Landfill 2.Eva oration Pond No.1 Lcgcnd o tteptonet Aeutt>>Wert o Pteronret>>e
          <<i>. 4>
~prepered for Arttone Depenrnent ol tnetronrnenref cuetlty ftrerf Croundweter prolecllon pennlt Ho.c.0077.07 pubtfc ffeertnff on tterch l0.f900~,'.4.Sedimentatlon Basin No.2~,'e g5~-=.-e rtoR rtt:jete u f...;;:.-'jC
NORTH
..::..i.::;.':.:i:.
                                                  ~
'h~~fit Q eeo tewel P>>coed Aeutt>>ttenttortnp rNetr ttetrturo 0etector Stree t,~O>>eu nrerr oevennr teer\trrrr re et~I Figure 4.4-1 ll
I e
/Very little water is expected to move through the sludge disposal landfill due to the basic operat'ion and design of the landfill.The sludge from the'Water Reclamation Facility, which constitutes the majority of material'isposed in the landfill, is dewatered prior to disposal.The material is piled on the land surface to a maximum height of 6 feet.The landfill is also graded to prevent standing water on the landfill'.
80 tt 880   CONTOURS REPRESENT TH I C KN ESS 0 F C LAY IIt!-'>>. noIN  FEET.
If any substantial discharge were to occur at, the landfill this water would be detected by the PV-207 wells.In addition, any discharge.
l       c" l ii!I 'Ilail>j'I>>                              C    I-I ji
from the//~facility would have to move vertically downward through approximately 190 to 200 feet of the Upper Middle Fine-Grained Unit and-80 to 100 feet of Palo/Verde Clay before impacting the regional groundwater system.3 38 PW GROUNDWATER MOHITORIttG.
                                                                                    'I';an
PROGRAM~ATER LEVEL MEASUREMEHTS DATA VALUES IH FEET-BASED Ot(REFEREHCE ELEVAT10HS AP5.EttVIROHMEHTAL DEPARTMEtti 02/15i90 CODES: A=NORMAL D=DRY WELL N=HO SAMPLE,TAKEN HELL NAME QTR YEAR REFERENCE GROUNDWATER DATE"CODE ELEVATION ELEVATION DEPTH TO HATER COMMEHT PV-206 B PV-206 B PV-206 B PV-Z06B PV-206B PV-206B PV-206B PV-206B PV-206B PV-Z06B PV-206B PV-206B PV-206B PV-206B PV-206B PV-206B PV-206B PV-206B PV-206B PV-206B~PV-Z06B PV-Z06B 4 1 1 1 2 2 2 3 3 4 88 88 89 89 89 89 89 89 89 89 89 89 89 89 880123 880308 880606 8808Z3 880915 881020 881109 881209 881217 881222 890117 890Z01 890314 890412 890502 890626 890717 890801 890922 891017 891104 891218 H A A A A A A A A A A A A A A A A A A A A A 947.57 947.57 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 947.68 HELL PV-206B 898.15 898'0 896.96 896.37 896.05 895.71 895.61 895.43 895.34 895.22 895.08 894.98 894.53 894.45 894.13 894.03 893.83 893.18 893.38 893.35 893.18 49.42 49.18 50.72 51.31 51.63 51.97 52.07 52.25 52.34 52.46 52.60 52.70 53.15 53.23 53.55'3.65 53.85 54.50 54.30 54.33 54.50 NOT ABLE TO REMOVE HELL CAP NEH REF.ELEV.--IttSTALL PUMP PV-207A PV-207A PV-207A PV-207A PV-207A PV-207A PV-207A PV-207A PV-207A PV-207A PV-207A PV-207A'V-207A PV-207A PV-207A PV-207A PV-207A PV-207A PV-207A 88 89 89 2 89 2.89 2 89 89-89 89 880123 880308 8808Z3 880930 881027 881108 881209 881217 881222 890117 890201 890314 890412 890503 8906Z6 890717 890803 8909ZZ 891017 H D N D.D D D D D D D D D D D D D D D 967.24 967.24 967,.24 967.24 967.24 967.Z4 967.24 967.24 967.24 967.24 967.24 967.24 967.24 967.24 967.24 967.24 967.24 967.24 967.24 HELL PV-207A DRY DRY DRY F101.72 DRY Table 4.4-1 (Sheet I oE 2) f PVH~ROUttDWATER MONITORING PROGRAM~R LEVEL MEASUREMENTS DATA.VALUES IH FEET-BASED ON REFEREHCE ELEVATIOHS APS EHVIRONMEtlTAL DEPARTMEtlT 02/15/90 CODES: A=NORMAL D=DRY WELL N=NO SAMPLE TAKEN WELL HAME QTR YEAR REFERENCE GROUNDWATER DEPTH DATE CODE'LEVATION
                                                                                ~ li
.ELEVATION TO WATER COMMENT PV-207A PV-207A 891102.D 891218'967:24 967.24 PV-207B PV-207B PV-207B PV=207B PV-207B'V-207B PV-207B PV-207B PV-207B'V-207B PV-207B PV-207B PV-207B PV-207B PV-207 B~PV-Z07B PV-207 B PV-207 B PV-207B PV-207B PV-207B 88 1'89 1 1 2 2 89 89 89 89 3.3 89 89 89 89 89-89 2,89'80123
                                                                  >i)I l                                   LIMlTOF THE CLAY 2500             5000 kf> ~                               ),p.
)880308 880823 880930 8810Z7 881108 881209 881217 881222 890117.,890201.890314 890412 890503 890626 890717 890803 890922 891017 891102 891218 H D H D D D D D D D D D D D 967.94i 967.94 967.94i 967.94 967.94 967;94 967.94 967.94 967.94 967.94 967'.94 967.94i 967.94i 967.94 967.94 967.94 967.94 967.94 967.94 967.94 967.94 WELL PV-207B DRY DRY DRY DRY PV-208C PV-208C PV-208C PV-208C.PV-208C PV-208C PV-208C PV-208C PV-208C PV-208C PV-208C.PV-208C PV-208C PV-208C PV-ZOSC PV-208C PV-208C PV-208C 3 3 3 3 3 3 3 88 880425 880518 880718 880728 880801 88 88 88 88 88 88 88 88 88 88 88 88 880803 SS0809 880810 880S11 88081Z 880815 880816 880817 880818 880819 880822 880823 88'88080Z A A A A A A A A A A A A A" A A 942.37 94i2.37 942.37 942.37 942.37 942.37 942.37 94Z.37, 94i2.37 94Z.37 942.37.942.37, 942.37 942.37 942.37 942.37 942.37 942.37 WELL PV-208C~935.81 936.32 937: 62 920.70 925.24i 925.83 926.02 9Z8.42 928.82 929.27 929.67 930.67 931.02 931.22 931.52 931.82 932.62 932.64 6.56 6.05 4.75 21.67 17.13 16.54-16.35 13;95 13.55 13.10 12.70" 11.70 11.35 11.15 10.85 10.55 9.75 9.'73 EVACUATED PIEZ.W/SANDPIPER PUMP Table 4.4-1 (Sheet 2 of 2)
(j>> I',t)"
C i l~o i 730~, inc~e g~$'I Lr 1i<<Q>>IVWW~I I w(i',a y i.,j~1Q I irh),A'01 4 j+NORTH C"-M''r,:i i:g i.3 qgS.g tleQ pl LIMIT OF THE CLAY CONTOUR IN FEET ELEVATION OF THE TOP OF THE PALO VERDE CLAY.0 2500 FEET 5000'alo Verde Nuclear Generating Station GROUNDWATER MONITORING PROGRAM~0 Plod VERDE CLAY STRUCTURE CONTOUR MAP Figure 4.4-2'(SFIeet 1 of 3)
j,4I                 Palo Verde Nuclear Generating Station I 4
<<i>.4>NORTH~.I e 80<l ii!I'Ilail>j'I>>
                                                            ';."      GROUNOWATER MONITORING PROGRAM I I >>>>+~I Ii                              ~ F'j I'
t t 880-CONTOURS REPRESENT TH I C KN ESS 0 F C LAY noIN FEET.II t!-'>>.l C c"'I';an I-I ji~li>i)I l LIMlT OF THE CLAY 2500 5000>~kf I 4 I I>>>>+~I Ii~F'j I'),p.j (j>>I',t)" ,4I';." Palo Verde Nuclear Generating Station GROUNOWATER MONITORING PROGRAM'PALO VERDE CLAY ISOPACH HAP Figure 4.4-2 (Sheet 2 c" 3)  
                                                                  'PALO VERDE CLAY ISOPACH HAP Figure 4.4-2 (Sheet 2 c" 3)


K 815,000 NORTH B'ol EXPLAHAT,IOH K 820 000 1~~'C~sQ~~~E lo/.: RE TO AtIE R R., i LOCATIOH OF BORIHOS USEO TO COHSTRUCT THIS NAP COHTOURS IHOICATE AQUITARO SURFACE ELEYATIOH IH FEET ABOVE llE'AH SEA LEVEL.I o\>oo ddo C'K 865 000'" L'5a0,~~~~~~r)80 88'I 5c)0 880 K 860 000 B'8P 0 2500 FEEI 5000 880 Palo Verde Nuclear Gcncraling SIaI>on GROUNDWATER MONITORING PROGRAM STRUCIVRE CONTOUR MAP TOP OF MIDDLE FINE-GRAINED UNIT Figure 4.4-2 Sheet 3 of 3 43}}
K 815,000 B'ol                   ~ ~
                                        ~ ~
lo
:/.RE E
R TO   AtIE R.,
i NORTH EXPLAHAT,IOH LOCATIOH OF BORIHOS USEO TO THIS NAP COHTOURS COHSTRUCT IHOICATE K  820 000 1
AQUITARO SURFACE
                            'C                                                                  ELEYATIOH IH FEET
                                    ~
ABOVE llE'AH SEA sQ  ~
LEVEL.
I o
                                                                    \
                                                              >oo ddo                   C'
                            ~    ~                        )80 K   865 000
                            ~    ~
r
            '" L'     ~ ~
88
                                                                                        'I 5a0,                                                5c)0 880 K 860 000 B'8P 0                   2500             5000 FEEI 880 Palo Verde Nuclear Gcncraling SIaI>on GROUNDWATER MONITORING PROGRAM STRUCIVRE CONTOUR MAP TOP OF MIDDLE FINE-GRAINED UNIT Figure 4.4-2 Sheet 3 of   3 43}}

Latest revision as of 04:57, 4 February 2020

Documents Util Presentations & Suppls Info Covered at 900921,1003 & 1105 Meetings Re Activities & Accomplishments at Plant During Past Yr.Detailed Info Re Plant Operations Encl
ML17305B256
Person / Time
Site: Palo Verde  Arizona Public Service icon.png
Issue date: 12/18/1990
From: Conway W
ARIZONA PUBLIC SERVICE CO. (FORMERLY ARIZONA NUCLEAR
To:
NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM)
References
161-03655-WFC-D, 161-3655-WFC-D, NUDOCS 9012210066
Download: ML17305B256 (222)
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CCELERATED DISTRIBUTION DEMONST TION SYSTEM REGULATORY INFORMATION DISTRIBUTION SYSTEM (RIDS)

ACCESSION NBR:9012210066 DOC.DATE: 90)12/18 NOTARIZED: NO DOCKET g FACIL:STN-50-528 Palo Verde Nuclear Station, Unit 1, Arizona Publi 05000528 STN-50-529 Palo Verde Nuclear Station, Unit 2, Arizona Publi 05000529 STN-50-530 Palo Verde Nuclear Station, Unit 3, Arizona Publi 05000530 AUTH. NAME AUTHOR AFFILIATION CONWAY',W.F. Arizona Public Service Co. (formerly Arizona Nucle Power R RECIP.NAME RECIPIENT AFFILIATION Document Control Branch (Document Control Desk

SUBJECT:

Documents util presentations & suppls info covered at D 900921,1003 & 1105 meetings re activities & accomplishments at plant during past yr.Detailed info re plant operations encl.

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Arizona Public Service Company P.O. BOX 53999 ~ PHOENIX. ARIZONA 85072-3999 161-03655-WFC/DAF WILLIAMF. CONWAY EXECUTIVEVICEPRESIOENT NUCLEAR December 18, 1990 Docket. Nos. STN 50-528/529/530 U. S. Nuclear Regulatory Commission Document Control Desk Mail Station Pl-37 Washington, D. C. 20555

Dear Sirs:

Subject:

Palo Verde Nuclear Generating Station (PVNGS)

Units 1, 2, 3 PVNGS Performance Review,.1989-1990 File: 90-056-026 Xn meetings on September 21, October 3, and November 5, 1990, representatives of the Nuclear Regulatory Commission Staff (NRC) and PVNGS management discussed activities and accomplishments at PVNGS during the past year. Although the meetings have been thorough and productive, agenda topic in detail.

it was not possible to discuss every This letter and its more detailed attachment are being submitted both to document the APS presentations and to supplement the information covered in those meetings.

PVNGS performance over the past year represented a significant.

improvement since the close of the last, SALP period; substantial progress has been made in each functional area. APS recognizes the need for further improvement. in many aspects of PVNGS operations; a number of significant initiatives are underway to realize that objective. APS is completing its Business Plan which integrates and prioritizes the implementing tasks supporting current and future improvement initiatives. The Business Plan will help PVNGS personnel to better understand their mission and goals and the role their individual efforts play in achieving those goals. The Business Plan will also be used by PVNGS management as a tool for monitoring progress in carrying out the tasks necessary to achieve APS'oals and objectives.

The improvement in PVNGS performance is represented by its improved capacity factor and a reduction in the number of operational events since the last operation period. Unit 1 was restarted (i.e.,

synchronized to the grid) on July 5, 1990, with NRC concurrence, and has since operated at a capacity factor of 83.54 (through November 30, 1990). Unit 2 operated at a capacity factor of 70.0%

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P U. S. Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Two from November 1, 1989, until the beginning of its,second refueling outage on February 23, 1990, and has operated at 89.94 since its restart on July 19, 1990. Unit 3 was restarted December 30, 1989, and operated at a capacity factor of 84.7% (through November 30, 1990). Overall, the capacity factor for the station increased 29.5% over the previous year, and the past four months show an improving trend.

Since November 1, 1989, the units have experienced three unplanned automatic reactor trips, compared to five during the previous SALP period. There was one safety system actuation in the past year compared to four the year before. The number of events requiring submission of LER's also decreased from 41 at the end of 1989 to 25 (through November 30, 1990). Xn the third quarter of 1990, PVNGS recorded its fewest LER events (five) ever in a single quarter.

The highlights in each functional area are summarized below, and described in greater detail in the attachment.

OPERATIONS: Conservative decision making and greater management involvement in the resolution of operational problems marked operations in the past year. A number of plant events, examples of which are identified in the attachment, lends support to this conclusion. There were events cited in the attachment that highlighted the need for further improvement; however, PVNGS management is devoting concentrated attention to assuring that decisions are consistently conservative and reflect the APS policy that protection of the safety of the public and pl'ant personnel is our highest operational priority.

Although the PVNGS training programs addressed principal National Nuclear Accrediting Board concerns and were removed from probation by the National Academy of Nuclear Training last year, training has continued to receive priority management attention. A Training Advisory Board, composed of senior PVNGS managers, monitors training effectiveness and recommends improvements/changes directly to the Training Manager. Actions to improve the interface between Operations and Training have increased the sense of ownership of training by line management. Self assessment remains a priority within the Training Department and a training change system has been developed which has allowed timely upgrades to the technical training process at the site.

The simulator upgrade project has made substantial progress, schedule adjustments have been necessary, APS remains and'lthough confident that the deadline for certification documentation on the simulator in March 1991 will be me't.. APS is currently .in the pre-contract phase for the purchase of,alsecond'simulatorto be placed

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U. S. Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Three in service in the fi.rst quarter of 1993. Having two simulators will enhance flexibility in licensed operator training andengineer permit use of a simulator for other activities, such as system training and. emergency'lanning scenarios. and dri.'lls.

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Deficiencies in -the 'control of".medical examina'tions. for'licensed

, I operators have been resolved by developing a comprehensive system to track the actions required to maintain, each.-operator's license.

This process emphas'izes" 'to..'he','perators'. their personal responsibility'nd',accountability for assuring'-'that -they fulfill their regulatory obligations,, as well as those site support groups which assist the operator's in:"mai:ntaining their;license obligations current.

Safet Assessment ualit Verification: Programmatic changes affecting, oversight activities, as described in the attachment, increased the effectiveness of Independent Safety Engineering (ISE) and the Nuclear Safety Group (NSG), increasing the number and depth of their assessments/investigations and improving their ability to assure that identified concerns and recommendations receive timely and,adequate responses from line management.

The Technical Specifications were amended, permitting changes,to the composition and procedures of the Plant Review Board (PRB).

The PRB now includes more senior management, and's able to better focus its, efforts on matters of broad operational and potential safety significance.

The Management Review Committee (MRC), which was established to provide additional assurance that Units 1 and 3 were ready for restart, completed its unit restart assignment and was disbanded.

APS established an Off-site Safety Review Committee (OSRC) composed of senior, management and outside experts to review selected PVNGS events and activities, and advise the Executive Vice President regarding safety performance at PVNGS.

The addition of a, number of experienced, technically qualified personnel to the Quality Assurance (QA) organi.zation, including the placement of a permanent Deputy Director, has enhanced QA's ability. to assess plant/program performance, as well as compliance.

The QA program now includes, a performance assessment as part of each audit. The Monitoring Program, which provides a "snapshot" look at ongoing activities, has also demonstrated its ability to contribute to PVNGS performance. Examples of'he. contributions of audits and monitors are identified in the attachment (see pages 16 and 17). In 'addition, PVNGS has impl'emented a graded approach to Quality Control to assure that QC resources are focused on areas of greatest safety significance.

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U. S. Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Four The principal deficiency reporting and corrective action programs at PVNGS were substantially revised toward the end of 1989 to improve controls, ensure that deficiencies can be readily documented by all plant personnel, and improve timeliness of dispositions and reportability determinations. The Material Non-conformance Report (MNCR), which is used to document hardware problems, controls operability and reportability determinations, as well as disposition, implementation and close-out of corrective actions, a'nd assures timeliness. The Quality Deficiency Report (QDR) establishes similar controls for non-hardware problems. By establishing these separate mechanisms for reporting deficiencies, significant problems are more readily highlighted to management.

In a recent NRC Inspection Report discussing these and other revised deficiency programs it, was noted that, "at this time, it appears that these programs, and their implementation, have improved."

A self-initiated Safety System Functional Inspection.(SSFI) focused on the diesel generator systems. The SSFI found the systems to be generally satisfactory. Some deficiencies were identified; however, corrective actions are in progress.

Deficiencies in the implementation of PVNGS QA commitments for fire protection systems are being resolved through comprehensive reviews of the QA Program for fire protection system components and other systems important-to-safety.

Maintenance Surveillance: There was noticeable progress in reducing both the Preventive Maintenance (PM) and Corrective Maintenance (CM) backlogs. Overdue PMs decreased from 9.54 (November 1989) to 2.4% (November 1990). The corrective maintenance backlog (priority 1, 2, 3 CMs greater than 90 days old) decreased from 63.4% (November 1989) to 52.54 (November 1990).

The ratio of preventive to total maintenance items has shown an improving trend over the, past year. The Business Plan includes a number of tasks aimed at achieving further backlog reductions.

A Motor Operated Valve (MOV) task action .plan has .been developed which establishes a comprehensive. overall schedule for MOV testing and upgrading in accordance wi.th'Generic Letter 89-10.'The task plan provides for a review of NPRDS information on'MOV concerns to determine their applicability to PVNGS,,development and maintenance of an MOV performance 'trending program, and. preparation of further guidance for the maintenance and testing of MOVs. Significant progress has been made toward the completion of baseline testing

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PVNGS Performance Revi.ew,. 1989-1990 Page Five on safety related and important-to-sa fety MOVs (674 completed), as well as rotor rewiring (404 completed). The MOV task plan is part of the PVNGS Business: Plan.

A Preventive Maintenance Task Force (PMTF) is responsible for a complete evaluation of the PM program and implementing necessary changes. Among their activities, the PMTF is also documenting the bases for PMs. The evaluation methodology for evaluating PM tasks has been developed, as described in .the atta'chment (see page 26),

and reviews have been initiated. The development of the PM bases is scheduled to be completed by the end of 1991. The PMTF is also reviewing the existing administrative procedures and. Station Informati.on Management System (SIMS) computer programs, which are used to control the PM program, and will recommend changes to increase efficiency and assure that the PM bases are kept current.

Improvements to the- work control process include implementation of a writer's guide for procedures and work orders; implementation of a twelve week integrated schedule which facil'itates planning, reduces system outages, and allows more efficient use of personnel; and initiation of a model work order development program to improve consistency in planning and to provide standardized guidelines for work package development. These changes have resulted in noticeable improvements. APS is, continuing to .evaluate the work control process to identify additional measures to improve per formance.

Radiation Protection: Several indicators show improvement. in the RP area: contamination events decreased from an average of 235 events per unit in 1989 to a projected 137 events per unit in 1990 (Unit 1, 160; Unit 2, 202; Unit 3, 50, based upon data as of October 31, 1990). .Occupational radiation exposure decreased from an average of 223 man-rem per unit in 1989 to a projected 1'69 man-rem per uni.t in 1990 (Unit 1, 163; Unit 2, 323; Uni;t 3, 21). The Unit 2 outage also r'esulted in a. reduction of man-rem exposure.

These indicators compare favorably with industry averages. The volume of radioactive waste generated has decreased from an average of 12,142 cubic feet per;unit (cf/u) in 1989 to a projected 7,621 cf/u (Unit 1, 8,272-; Unit 2, 9,629; and Unit 3, 4,962) in is somewhat higher than the INPO 1989 industry average of1990.'This 7,133 cf/u; however, if corrected for a zero release site, PVNGS would be approximately 184 below this average. Efforts are underway to further decrease the volume of radioactive waste, as well as to reduce the number of contamination incidents and the total personnel exposure. In addition, contaminated floor space'at PVNGS is well below the site goal of less than 104 per unit;. (Unit 1, 3.54; Unit 2, 1.84; Unit 3, 1.2~).

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U. S. Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Six Problems in the RP program have shown up in communications within the RP organization and have also been manifested in an increase of employee concerns. The addition of a new position of RP Operations Manager, other personnel changes, improved technician training and the recent period of consistent power operations are expected to improve morale and re-establish good teamwork and communications within the RP organization. APS management is monitoring this area closely to assure that necessary improvements are realized.

APS has modified the Radiation Protection and Chemistry organizations to increase management scrutiny in both areas. A site general manager has been assigned to head each discipline.

The site general managers report directly to the Vice President, Nuclear Production. Other changes have been made in the RP organization, as well, to better focus RP management on the needs of each unit.

The attachment also describes other enhancements to the RP and Chemistry programs, including upgrades to the secondary plant online chemistry analyzers and improvements to the radiation monitoring systems.

Security area, including the addition of a new, well qualified Manager of Security, a new security . contractor organization, revised procedures, and improved equipment. Equipment and personnel performance have improved as a result. Security compensatory manhours have decreased from 4,605 in January 1990 to 606 in November 1990. In addition, one hour reportable events decreased from six in 1989 to three through November 30, 1990. A recent unannounced NRC security inspection (August 1990) closed out all but one open item.

En ineerin Technical Su ort: The engineering and technical support area benefitted from significant changes in management and organization. The following positions were filled with individuals who came to PVNGS with extensive experience as technical managers in the nuclear industry: Vice President, Nuclear Engineering and Construction; Director, Site Technical Support; and Director, .Site Nuclear Engineering and Construction. The Vice President, Nuclear Engineering and Construction is now responsible for all engineering departments.

The System Engineer Program has been strengthened by a reorganization and realignment of responsibilities to provide

Ik l U. S. Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review, 1989-1990 Page Seven closer management direction and better focus the engineers on priority responsibilities. Reporting to the Director, Site Technical Support, are managers of System Engineering, Component and Specialty Engineering, Operations .Engineering and Operations Computer Systems. The division between Systems Engineering and Component Engineering focuses the Systems Engineers on monitoring, system operation and maintenance, while the Component Engineers are responsible for providing component specific expertise to the System Engineer and Maintenance personnel. Liaison engineers are also assigned to the units to establish a full-time engineering presence in each plant organization and provide increased assurance that Engineering. is aware of new developments. Examples identified in the attachment indicate that the revised organization is showing improved results.

The establishment of the Site Nuclear Engineering and Construction organization increases the involvement of Nuclear Engineering in site activities. The group has a key role in coordination of modifications and procurement. Key management positions in the organization have been filled and good progress is being made in staffing.

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of the Engineering Excellence Program is well advanced and a similar program is, underway for the Site Technical Support organization. The Site Engineering Excellence Program is now being incorporated into the Business Plan. The EER Backlog Reduction Program is ahead of schedule; a review of planned plant modifications has revealed that many are unnecessary and can be cancelled, allowing better prioritization of significant remaining items. Efforts are also underway to upgrade vendor technical manuals.

APS believes that performance improvement in Engineering/Technical Support demonstrates -the effectiveness of the management efforts to strengthen the organization, and that further improvement may be expected.

Emer enc Plannin : A more aggressive and comprehensive drill schedule, including quarterly full scale drills supplemented by unit and facility functional drills, has contributed to successful integration of relatively new management personnel into the Emergency Response Organization (ERO). There has been a significant reduction in the number of ERO personnel overdue in any month for annual training.

Various facility and hardware enhancements have been made, including upgraded telefax equipment and improvements'I to the EOF.

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U. S. Nuclear Regulatory Commission Document Control Desk PVNGS Performance Review., 1989-1990'age Eight The addition of cardreaders and system software modifications have enhanced accountability in the TSC, OSC and. Control Room, and have contributed to the two successful assembly and accountability drills in July.

The attachment. provides, more detailed information on each of these

~ o areas, including, where appropriate, .supporting data .or examples.

If you have any.;questions on any of this information, please do not hesitate to call me.

'incerely'.

F. way WFC/DAF/pmm Attachment cc: J. B. Martin D. H. Coe A. C. Gehr A. H. Gutterman

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ATTACHMENT PLANT OPERATIONS Unit' was restarted (i.e., synchronized to the grid)'n July 5, 1990, with NRC concurrence that the restart requirements had been completed, and operated at a capacity factor of 83.5: through November 30, 1990. Unit 2 operated at a capacity factor of 70.04 from November 1, 1989, until the beginning of its second refueling outage on February 23, 1990, and has operated at 89.9w since its restart following that outage on July 19, 1990. Unit 3 was restarted on December 30, 1989, and has operated at a capacity factor of 84.74. Overall, the capacity factor for the station t

increased 29.5% from the previous year, and in the past four months there has been an upward trend. All three units restarted after long outages without significant personnel performance problems.

Since November 1, 1989, the units have experienced three unplanned automatic reactor trips, compared to five last year. There was one safety system actuation in the past year compared to four the previous year. The number of events requiring LER's also decreased from 41 for calendar year 1989 to 25 through November 30, 1990.

In the third quarter of 1990, PVNGS recorded its fewest number of LER events (five) in a single quarter. Overall, plant performance improved over 1989, although total outage time was more than anticipated.

Management involvement in Operations activities during the past

year was evident in the resolution of. operational problems and with f

the handling of concerns, especially following events at the site.

Conservative decision making was also evident. The following plant events are illustrative:

Management directed Unit 1 to return from mode 3 to mode 5 in order to repair minor steam generator tube leaks. While the leakage was within Technical Specification limits, management decided to fix the leaks before returning Unit 1 to power operations.

Management drew up an aggressive and conservative plan of action to repair pressurizer safety valves in Unit 1 by getting promptly involved with procurement, QA and replacement of pressurizer safety valves (even confirming ring setting process at Wyle Laboratory). All facets of this event were conducted safely and the replacement proceeded without undue delays.

Both Unit 1 and Unit 3 were restarted after long outages.

Virtually no one in the entire complement of licensed operators in both units had operated a reactor at power since the start of the outage. Consequently, during the preparation for restart, operators were sent, to Unit 2 for additional refamiliarization with power operations.

l Although these incidents are good indicators of improved performance, APS also recognizes that there were instances in which performance could have been better. Examples of such instances include:

The transformer fire in December 1989 was incorrectly evaluated as not warranting a notification of an unusual event (NUE) declaration. To prevent a recurrence, the EPIP governing NUE declarations was revised for more specificity.

In response to inadequacies identified by NRC in the PVNGS spent fuel pool procedures, the procedures were revised to address valve lineups, transfer of pool water between system interfaces,- and every evolution of spent fuel pool maneuvers.

During startup from an. outage in Unit 2 during November 1989, the Operators allowed the, unit to slightly exceed the heatup rate specified in Technical Specifications. In response to this, all shift supervisors were counselled on attention to detail and management expectations. In addition, a surveillance test procedure change was implemented to require that the heatup rate be graphed at an increased frequency in the control room for better monitoring.

Unit 3 was restarted on October, 21, 1990 following a post-trip Incident Investigation of the inadvertent actuation of

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0 the Steam Bypass Control System. The investigation team concluded that the event was bounded by previous accident analyses. Subsequently, APS management found that there was inadequate basis for the investigation team's conclusion. As a result, APS is taking steps to augment its post-trip review teams with additional technical expertise.

The Management Observation Program provides valuable management visibility through regularly scheduled plant walkdowns in which managers observe plant conditions and personnel performance and formally document their recommendations. Recommendations were t

given to the cognizant plant personnel, who were required to assure prompt resolution. These recommendations have resulted in procedure changes and prompt equipment repairs. More importantly; however, the continuous presence of management in the plant increases the 'communication of management expectations and reinforces management goals and objectives to the plant staff.

Improved procedures for the control of equipment status include a new site-wide procedure governing the conduct of independent verification and the prohibition on the use of uncontrolled marked-up piping and instrumentation diagrams as a means of verifying equipment status in the control room. Operators were briefed on system status errors as they occurred and all operators received additional instruction detailing the requirements for valve manipulations. Since the noted procedural improvements were made,

there have been no operator manipulation errors. To further assess the effectiveness of these actions, an independent assessment of the adequacy and implementation of the System Status Controls Procedure was performed during November. This assessment, performed by the Nuclear Safety Group, included interviews with licensed operators and checks of equipment status documentation.

This evaluation confirmed that the System Status Control Procedure had been effective; however, corrective action was required in plant modification statusing as there have been instances where drawings or procedures have not been updated to reflect plant modifications.

The Training Advisory Board was established to monitor the effectiveness of training programs, policies, and procedures, as well as to make recommendations to training management to improve technical training. The Board is composed of the Directors of Plant Operations, Technical Support, and QA, the Managers of Compliance and Training, and the three Plant Managers. Its duties include scheduled observations of simulator training (where performance of crews, instructors, and the simulator are observed).

A training single point of management contact has been assigned in all training disciplines to interface directly with training management, conveying plant staff needs and recommendations. Six licensed operators were permanently transferred to Training to increase the on-shift experience level of the training instructors and to enhance the operators'ense., of. ownership and involvement

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in the training program. As a result of these efforts, a more distinct sense of line managers ownership of training programs has been established and changes have been made to training programs to more effectively address discipline specific concerns.

The Simulator Upgrade Program has received extensive management attention. Although there have been some schedule changes, the overall progress has been encouraging. Accomplishments this year include:

Installing backpanel circuitry on the simulator Starting the simulator acceptance testing program Receiving computers for new Simulation/Stimulation (SIMSTIM) systems Software upgrades The Simulator, Upgrade Program and enhancements are currently on schedule to support submittal of certification documentation by March 26, 1991.

PVNGS is currently in the pre-contract phase for the purchase of a second simulator, so that two Unit 1 plant specific control room simulators will be available for Training. The second simulator,

to be placed in service in the first quarter of 1993, will be used for emergency planning scenarios'nd drills", .in addition to system fg

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engineer training. A project manager has been named and a computer services group has been created which will provide support for both simulators. Both simulators will be under the control of the Training Department.

A five-shift operator rotation was adopted at PVNGS in March 1989, when the multiple unit outages required Operations assistance in other areas to support outage activities. Subsequent personnel turnover has required PVNGS to retain a five-shift rotation. APS is training additional licensed operators to enable resumption of the six-shift. rotation. There are currently 40 personnel in the

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Licensed Operator Training Program. The first class of 20 is

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scheduled for NRC examination in June 1991. This increased initial

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training program is scheduled to 'provide an adequate number of licensed operators to achieve the goal of a six-shift rotation by August 1992.

A trip reduction goal of one trip per 7000 hours0.081 days <br />1.944 hours <br />0.0116 weeks <br />0.00266 months <br /> critical has been incorporated into the Business Plan. A Trip Reduction Task Force has been established to identify potential trip initiators and eliminate them, where possible. The Task Force, which is comprised of key personnel from Operations, Training, Maintenance, Engineering, and Nuclear Fuel Management, meets twice each month.

The Task Force is currently evaluating a proposal to enhance the

1 labeling of trip sensitive components and is developing a detailed scram and turbine tr'ip database to aid trending and analysis. The Task Force will be evaluating potential ,changes in design, procedures, technical specifications, and training.

The schedule was extended for the station Emergency Operation Procedures (EOPs) upgrade project. The procedures and technical guidelines have been rewritten and verified for technical content by plant review groups; however, validation of the EOPs cannot be accomplished until after the simulator certification.

A Positive Discipline Program has been implemented. -This program provides formal consistent, guidelines for supervisors in dealing e with per'sonnel.performance problems. It appears that this program is resulting in more consistent imposition of discipline when appropriate. It is expected that this program will help to minimize personnel errors.

To increase the assurance of strict compliance with procedures, a special variance procedure has been adopted which permits temporary changes, authorized by the Technical Specifications, to be accomplished in a more timely fashion than with the previous change process. Since the PVNGS staff now has the ability to achieve prompt procedure changes, they do not have to work around procedural requirements that are inappropriate to the circumstances.

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Other efforts have been completed to increase control room formality, including the designation of specific stations for personnel within the control room and establishment of formal guidelines for control room communications. PVNGS will also require standard attire for control room personnel to maintain a professional atmosphere and for easy identification.

Communication between Operations and other site personnel has been enhanced through the use of electronic mail (E-Mail). The computer terminals are now accessible in the control room, keeping the shift supervisor in closer contact with management. The E-Mail system also provides information on current industry and PVNGS events and

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a daily plant status report. Daily work packages are also utilized

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in each unit to implement the plan of the day and to highlight

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areas requiring particular attention.

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SAFETY ASSESSMENT UALITY VERIFICATION The Independent Safety Engineering group (ISE) field evaluation program was revised to include preplanning of the evaluation criteria, scope, and methodology. As a result, the field evaluation reports are more detailed, and include root cause analyses and specific corrective actions. There have been 35 field evaluations or special investigations performed by ISE in 1990.

The investigation documentation used in 1989 was less detailed and comprehensive and, as such, should not be compared to the revised 1990 program. The number of assessments done by the Nuclear Safety t

Group (NSG) increased to 14 in 1990, from five in 1989. At. the same time the depth of the assessments and investigations was increased through a more results oriented focus by NSG, short term use of contractors .for program assessments, and increased management guidance. Three NSG special assessments were performed at the request of senior management.

Timeliness of resolution of identified ISE/NSG findings, which has been a problem in the past, was improved by program revisions requiring the use of the normal PVNGS deficiency identification process (MNCRs, QDRs, CARs) and the management escalation process to automatically address overdue or unresolved issues findings.

ISE/NSG also has been more aggressively following and statusing ISE/NSG recommendations. The status of these items are now included in a combined monthly report to senior management. The 10

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recent upgrading of PVNGS computer tracking systems has increased the visibility of outstanding recommendations to management.

An increase in staffing .levels during this period (ISE added two positions, NSG added one position), in conjunction with the programmatic changes also contributed to increased effectiveness of ISE and NSG. However, maintaining adequate staffing levels requires continuing management attention. Examples of improvements resulting from ISE/NSG assessments include:

50.59 program to incorporate NSAC 125 guidance, including an extensive two day training program. (This program will be fully implemented by December 1990.)

Modification program changes to require that all associated training and plant documentation is up to date before modification closeout.

Procedure changes to more effectively control deboration of refueling pool.

Charging pump oil storage facility upgrades, including measures to prevent foreign material from entering the charging pump oil containers.

The adequacy of engineering and technical evaluations, in support

0 of the implementation of corrective actions in response to ISE reports, has been an issue requiring additional management attention. To address these concerns, ISE is devoting increased attention to the engineering and technical evaluations. In-depth discussions with the responsible organization are being stressed as a means to ensure corrective actions fully cover the scope of the ISE recommendation prior to issue closure. ISE continues to have concerns with both the number and lack of specificity in their recommendations.

The PVNGS Self-Assessment Group (PSAG), a committee composed of the managers of ISE and NSG, the PRB Chairman and the Director QA/QC, met seven times to develop an integrated schedule of oversight

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activities to determine appropriateness of scheduled activities and

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to identify generic management or safety issues warranting senior

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or executive management attention. The PSAG evaluated the following eight areas:

50.59 Program Work Control/Work Planning Program Administrative Control Program Timeliness of Corrective Actions and Commitments Use of Vendor Information/Services Modifications Turnover Program Radiation Monitoring System Reliability Post-Installation Test Program

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Recommendations for improvement in each of these areas as addressed in the PSAG 1990 semiannual report have been approved by management, and implementation has just begun.

A Corporate Assessment Group (CAG) was established within the Nuclear Safety and Licensing Division in September 1990, to utilize experienced management line personnel to assess performance of selected PVNGS programs and functional areas, to advise PVNGS senior management regarding program effectiveness, and to make recommendations for improvement. The CAG is comprised of functional area managers on rotational (18-30 month) assignments from the following areas: Chemistry, Maintenance, Operations, and Radiation Protection. Their recommendations for plant improvements are tracked and the CAG members are responsible for assuring that recommendations are satisfactorily resolved. The effectiveness of the CAG will be reviewed after more experience is gained in its us'e.

A Management Review Committee (MRC) was created in the fall of 1989 to assist in oversight of activities preparatory to restart of Units 1 and 3. The MRC ensured that all restart items were adequately addressed before restart. These oversight activities were important, in the successful restarts of these units. The MRC then disbanded once their unit restart assignment was accomplished.

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The Off-Site Safety

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Review Committee (OSRC) first met in March 1990.~ The OSRC reviews selected PVNGS events and activities and advises the Executive Vice President on matters related to nuclear safety. Membership includes the Vice President, Nuclear Safety and Licensing (Chairman); the Vice President, Nuclear Production; the Vice President, Engineering and Construction; and the Director, Quality Assurance. In addition, the Executive Vice President designates outside members with extensive nuclear industry experience. Currently, three outside members are on the committee.

The committee has met six times this year and provided independent senior management assessments and recommendations to the Executive Vice President, Nuclear. The actions taken by the OSRC this year include:

I A review of the Incident Investigation Program to determine the responsibility for broad-based issue review, as well as documenting this type of review and tying it to the Incident Investigation Report; An evaluation of the oversight group reports for effectiveness as a communication tool and evaluation of resolution tracking for closure; With regard to the PVNGS lifted leads policy during the performance of routine maintenance, the Committee suggested that management review this area due to the number of related 14

0 J I'

lifted lead events.

With regard to drawing and document control in the security area, the Committee suggested that this area be reviewed to ensure that the appropriate security drawings are under safeguards control.

As a result of a 1989 NSG assessment of the effectiveness of the Plant Review Board (PRB), the Technical Specifications were amended authorizing changes in PRB composition and procedures. The PRB now includes more senior level management and no longer reviews administrative control procedures and changes. The PRB responsibilities were also revised to include the review of additional items designated by the Vice President, Nuclear Production, the Plant Director, or the PRB Chairman. These overall changes to the PRB have resulted in increased PRB attention to the more significant operational issues, and a greater degree of management participation in these safety reviews. However, the effectiveness of the PRB will require further and continuing management attention'.

The QA organization continues to be strengthened by. the addition of a number of personnel with strong technical qualifications and substantial experience in nuclear plant operations, including three individuals with Professional Engineering Licenses, one individual with a Masters Degree, twelve individuals with Bachelor of Science 0 15

Degrees, two STAs, five previously licensed SROs and one RO. These staff additions have added approximately 300 man-years of relevant experience to the organization. In addition, the position of Deputy Director, QA has been filled with an individual with over 17 years experience in the nuclear industry.

Enhancements have been made in the verification processes and deficiency reporting/corrective action processes. For example, increased attention is given by audits to performance issues in addition to the normal compliance assessments. Each audit includes an assessment of whether the activity meets management expectations t

and a review of compliance with regulatory commitments. To date, eighteen audits have been completed under the enhanced program, resulting in improvements in many areas including:

Improved program controls for contaminated Measuring Test Eguipment Program (M&TE);

Improved EP drill evaluation criteria for drill observers; Development of procedural guidance for PVNGS operations during mode X (when core is off-loaded);

Increased management attention on obtaining INPO accreditation of training by RP standards group'.

J In addition, a revised Monitoring Program was implemented in October 1989. The Monitors address compliance, technical and 16

k, A

0

+J

performance issues on a real time basis, providing a snapshot of program effectiveness. A specific Monitor Certification Program l

has been implemented, addressing minimum qualification criteria, on the job training, and written examinations for Monitoring personnel. The goal 'of the QA Department is for QA Monitoring personnel to perform at least two monitors per day and to spend at least four hours per day in the plant on monitoring activities.

An internal assessment of the Monitoring Program has been performed, using an outside consultant, who identified the following areas as requiring additional attention:

Establishing a hierarchy of procedures for program 0 implementation..

Enhancing the administrative and management controls of monitoring activities, including increased participation by managers and supervisors.

Revising the practice of consolidating deficiencies into one document and instead creating a separate QDR for each deficiency.

Formalizing training in discipline specific monitoring.

A schedule is being developed for implementation of these 17

~ .l recommendations.

The Monitoring Program has been instrumental in achieving a number I

of improvements in PVNGS activities, such a's improved procedural guidance for receipt inspection of nuclear fuel, enhanced hot I

particle control for 'the" 'spent fuel pool, and changes in PM repetitive tasks to reflect changes to equipment classification.

A revised QC Inspection Program was implemented in August of this year. Program enhancements include the initiation of a "Graded Approach" to inspection activities, which takes into consideration the potential safety impact for a failure or malfunction, the complexity or uniqueness of the item, the extent to which functional compliance can be demonstrated by inspection or test, the degree of standardization, and the overall quality history.

Quality Engineering has a significantly enlarged role in the inspection planning process, including responsibilities for designating the criterion for selection of work activities to be inspected, the criteria for selecting critical, major and minor attributes, utilization of failure data trending information for inspection planning, and issuance of inspection standards.

The revised inspection program promotes more efficient use of inspection resources, while continuing to comply with applicable regulatory requirements. Similar programs have been successfully used on other nuclear plants. The program has been implemented on 18

I

,sn 4

~I

a pilot

~

basis and adjusted based on this experience.

~

C Significant Deficiency Reporting/Corrective Actions are addressed in three ways at PVNGS: Quality Deficiency Reports (QDR) for non-hardware problems; Material Non-conformance Reports (MNCR) for hardware problems; and Corrective Action Reports (CAR) for program-matic problems. Two associated programs are the escalation and stop work programs. These programs were significantly revised or first issued in late 1989, and have been in the implementation, assessment and fine tuning stages during this year. QDRs are validated, logged, tracked, reviewed for potential reportability, verified and closed by Audits and Monitoring. As of November 30, 1990, over 359 QDRs Pt had been initiated over the year and all but 82 had been closed out. The average closeout took 59 days, significantly below the 1990 station goal of 90 days. The MNCR program has been implemented for one year, during which time an internal assessment was made and the program revised. An MNCR can be initiated by anyone and is validated, logged, tracked, controlled, verified and closed by Quality Control. Provisions are made in the program for prompt Operations notification, engineering disposition, tagging, and conditional releases. As of November 30, 1990, 897 MNCRs had been initiated over the year. The goal of dispositioning an MNCR within 30 days was achieved for 628 of the MNCRs. There were 586 MNCRs open as of November 30, 1990, of which approximately 400 were waiting for parts, the next outage, or are in various stages of implementation', while approximately 200 had 19

~ 4 t

not yet been dispositioned.

The CAR program was essentially unchanged for the last year.

However, with the implementation of the QDR program, CARs have been used for more significant, generic or programmatic issues. There have been 25 CARs issued to date in 1990, compared to 71 at this date in 1989.

11 The Escalation Program was implemented in October 1989 and was refined during 1990. Escalations are used to refocus management attention on the resolution of problems when the normal process appears not to be working as well as it should. During 1990, approximately 65 QDRs and CARs were escalated to senior management for resolution. The primary reasons for escalation were (1) an acceptable response was not received within 30 days, (2) committed actions were not timely or satisfactory, or (3) other significant issues required management attention.

The Stop Work Program was implemented in October 1990. Although four Stop Work Notices were prepared in 1990, it was not necessary to issue any of them since in each instance the line organization took appropriate prompt action to stop work until adequate control of the affected activities was established.

A Commitment Management Task Force was initiated to assess and refine the control of commitments and their tracking program. The 20,

I if'

objective

~ ~

was to develop a single system to track all commitments ranging from regulatory commitments to individual QDRs.

~

The tracking program will also identify the commitment, its "owner,"

and "due dates." QA actively participates on this task force since QA commitments and QA deficiency reports are tracked on this system.

QA has established a goal of performing at least one team inspection per year. The first, a Maintenance Vertical Slice Inspection, was performed in August 1989, using an outside contractor as the team lead. Although the inspection indicated that, the PVNGS Maintenance Program was being satisfactorily implemented, it identified needed improvements. Nine (9) CARs were e issued to address concerns related to such matters as control of vendor technical manuals, EER program and procedure effectiveness, and temporary modification control procedures. The nine CARs were closed out during this SALP period. The second team inspection, completed in August 1990, consisted of an SSFI of the diesel generator systems using another outside contractor as team lead.

The inspection concluded that, the diesel generator systems were in a satisfactory state of operational readiness; however, some concerns were noted, including:

Alarm setpoints below vendor 'l'imits; t

I Timeliness of corrective actions for these setpoints;

Q I

/

l Control of input data used in engineering calculations for diesel fuel oil storage, tank volumes; and I

Meteorological conditions that may have exceeded HVAC heat load calculations for the diesel generators.

Resolution of these concerns is in process as QA involvement in engineering activities continue.

On March 19, 1990, QA issued a CAR identifying deficiencies in the timeliness of procedure and other document changes, to implement a decision made by APS in early 1989 to revise the quality classification of the emergency lighting system to Quality Augmented (QAG). At that time, APS did not recognize that UFSAR commitments required that fire protection systems, including emergency lighting, should have been classified QAG. Corrective actions to resolve this concern are described in recent correspondence to the NRC, including the November 15, 1990, response to the Notice of Violation and Proposed Civil Penalty.

The corrective actions include implementation of compensatory measures for fire protection QA deficiencies and initiation of a detailed review and revision of various aspects of the Fire Protection QA Program. By February 1991, APS will have thoroughly reassessed the application of the QA Program to Fire Protection, and will submit the description of the revised Fire Protection QA 0 22

,i Program to the NRC.

Xn addition to the Fire Protection initiatives, a separate task force was developed (October 1990) to evaluate the extent of APS compliance with other important-to-safety QA commitments. The scope of this evaluation includes equipment and activities associated with Radioactive Waste Management, Radiation Protection, Emergency Planning, Security, anticipated transient without scram, post accident monitoring, station blackout, licensing conditions, and non-safety related equipment whose failure could prevent safety functions. This evaluation is currently underway with completion scheduled for February 1991.

1 Progress Programs; has been however, made in strengthening the continued QA Department effort will be required to achieve and management s expectations. The following activities are being emphasized to further improve and enhance QA Programs:

Full implementation of the actions resulting from the internal assessment to enhance the QA Monitoring Program; Continued implementation of the "Graded Approach" both for inspection activities and other areas of QA as well; Continued performance of internal assessments of QA U

Programs to refine methods and improve effectiveness; and 23

~,

Completion of the development, approval, and implementation of the new QA Plan, which will be more operations oriented than the current FSAR and Operations QA Criterion Manual, and will also emphasize individual accountability at all levels of the organization.

24

'1 4g '

V Eg l

4 f1

MAINTENANCE SURVEILLANCE Both the Preventive Maintenance (PM) and Corrective Maintenance (CM) backlogs have been decreased significantly at PVNGS. Overdue PMs have decreased from 9.5~ (November 1989) to 2.4% (November 1990). The backlog of CMs h

(priority 1, 2, 3 CMs greater than 90 days old) decreased from 63.44 (November 1989) to 52.5% (November 1990). Both the PM and CM backlog percentages are currently below the respective industry medians. The ratio of preventive to total maintenance items (the percentage of PM work packages completed divided by the total PM and CM work packages completed) has shown an overall improving trend at PVNGS over the past, year.

An MOV Task Action Plan was created establishing a comprehensive overall schedule for MOV testing and upgrading. The scope of the h

task plan includes a review of NPRDS information on MOV concerns for applicability to PVNGS, developing and maintaining an MOV Performance Trending Program, and developing further guidance for the maintenance and testing of MOVs. Significant progress has been made toward the completion of baseline testing of safety related and important-to-safety MOVs (67% completed), as well as rotor rewiring (40% completed).

1 Calculation methods for determining torque switch setpoints have been standardized and improved.

Procedures have also been developed for the assembly and disassembly of MOVs.

25

h f1 V

v

t Future actions include completion of:

of the remaining and (3)

MOVs; (2) MOV (1) the testing and procedure reviews and approvals; torque switch setpoint calculations required by GL 89-10.

rewiring The results of this MOV Task Action Plan are expected to provide PVNGS with a more comprehensive, consistent, and technically precise MOV Maintenance and Testing Program. The MOV Task Plan is integrated into the PVNGS Business Plan.

The Preventive Maintenance Task Force (PMTF) was established in April 1990, in response to an INPO recommendation that. APS review the Preventive Maintenance (PM) activities at PVNGS. The PMTF is responsible for a complete evaluation of the PVNGS PM Program and implementing necessary changes.

The PMTF is evaluating the PM tasks to be performed on each component using a process similar to Reliability Centered Maintenance (RCM) concepts (which employ more analytical methods),

but rely more on actual past equipment performance, maintenance history, plant experience and trends rather than theoretical analysis. Recommendations are reviewed and approved by Site Engineering and, where applicable, are compared to those made by the PVNGS RCM analyses which were completed on nine systems.

Lessons learned from the comparison are used to refine the analyses.

J.

Systems are being evaluated to ensure that applicable and effective 26

)

'I h

PM activities

~ ~ ~

are being performed, including the Predictive Maintenance Programs being developed by Site Engineering (e.g.,

~

vibration monitoring, oil sampling, non-intrusive check valve inspections, thermography, megger trending, and motor operated valve diagnostic testing). I f

Evaluation and approval of one system has been completed by the PMTF. Six additional systems have been evaluated, with review:and approval of the results now underway, and another system is presently being evaluated. One hundred five (105) systems are scheduled to be completed by December 1991.

The bases for the PM activities is

~ ~

being documented.

~

~ These bases consist of information

~ ~

(vendor recommendations/regulatory requirements, PMs to be performed and basis/justification) that

~ ~ ~

will support the PM program for each component. The bases are being documented in parallel with the system evaluation discussed above.

As another PMTF initiative, the existing administrative procedures and Station Xnformation Management System (SIMS) computer programs for the control and implementation of the PM program are being revised to streamline the process and improve the program for keeping the PM bases current. The changes identified will result in improved data security and quality within the SXMS Repetitive Maintenance Data Base. They will also facilitate improved resource 27

ty

,b

d. \

utilization 0

and closer management oversight of the effectiveness of the program. The initial changes have been identified and prioritized. The detailed plan for their implementation is being finalized. The initial SIMS changes are 11 scheduled to be initial'rocedure I

implemented by July 1991. , The changes are scheduled to be completed by March 1991.

The Maintenance Improvement Program includes approximately 40 tasks required to address priority maintenance issues, programs, or projects. These tasks include development of electronic control and tracking of special-use tools, standard equipment specifications for corrective maintenance, and also developing job performance objectives for a maintenance refueling team to improve outage planning, scheduling, and management.

A Work Control Task Force was assembled in May of 1990 to perform a detailed self-assessment of the work control process, make recommendations, and ensure implementation of the required changes.

The results that have been realized during this year from these E

efforts include:

Implementation of a -writer's guide for procedures and work orders.

Implementation of a 12-week integrated schedule program for the three Units and Central Maintenance, allowing the O 28

1 k

organization to plan activities (personnel, parts, schedule) 12 weeks ahead.

Initiation of a model work order development program was initiated (providing pre-constructed work orders for a particular job) to improve consistency in planning efforts and provide standardized guidelines for work package development.

The maintenance goal is to pre-approve 300 such model work orders by the end of 1991. To date, eight have been approved, 65 are in the approval cycle and 155 are under development.

t Work Control procedures were also revised to include electronic routing of work orders and clarify tasks, responsibilities, and the line of personnel accountability. The electronic routing of work orders expedites the planning and scheduling process and takes advantage of expanded and parallel work reviews to use site manpower more efficiently.

Parts availability for maintenance has been improved by revising the material requisition guidelines and utilizing

'N the 12-week integrated schedule. A modification to the operation of the protected area warehouse, which will be fully implemented by January 1991, will allow for prestaging parts within the protected area and increase the maintenance effectiveness and productivity by reducing the time it takes 'to obtain required parts'nd materials during maintenance activities.

29

0 The Maintenance Standards group will be utilized to augment the unit maintenance staff during critical needs and outages. This organizational change also fosters increased cross training between standards and line personnel.

Problems were identified in the last SALP report regarding planning, scheduling, and performance of maintenance activities.

To effect improvement, APS has issued further procedural guidance, increased administrative controls, and implemented the 12-week integrated schedule program. 'anagement continues to monitor performance to assure that these, and other initiatives described above, are having the desired effect.

30

0

\l

RADIATION PROTECTION CHEMISTRY APS has modified the Radiation Protection and Chemistry organizations to improve performance in both areas. The RP and Chemistry groups have been separated to facilitate closer management oversight by providing a site general manager to head each discipline. The Site General Managers report directly to the Vice President, Nuclear Production. An RP manager is assigned to each PVNGS unit. The Unit RP Managers report to the RP Operations Manager who reports to the site RP General Manager. The RP Operations Manager function is expected to enhance consistency and communications between the units. Additional changes to the RP organization include the establishment of unit RP Supervisors, unit RP Technical Coordinators, and a Radioactive Material Control Supervisor.

Radiation Protection:

The PVNGS Radiation Protection (RP) Program has been implemented safely and adequately in 1990. Several indicators show that changes made in the RP area are having an effect. Contamination events have decreased from an average of 235 events per unit in 1989 to a projected 137 events per unit in 1990 (Unit 1, 160; Unit 2, 202; and Unit 3, 50). The 1990 total is thus expected to be significantly lower than the INPO 1989 industry average of 163 events per unit. The number of Unit 1 personnel contaminations is projected to be approximately one-half of its best. previous yearly 31

0 1

~'

Occupational radiation exposure has decreased from an'verage of 223 man-rem per unit in 1989 to a projected 169 man-rem per unit in 1990 (projected unit totals are: Unit 1, 163; Unit 2, 323; and Unit 3, 21). The 1990 total, as well as the 1989 total,'ould place PVNGS well within the INPO 1987-1989 industry average best quartile of 238 man-rem per unit. The improvement at PVNGS over the 1989 total must be attributed in part to the reduction in outage time in 1990.

The volume of radioactive waste generated decreased from an average of 12,142 cubic feet per unit in 1989 to a projected 7,621 cubic feet per unit in 1990. This is higher than the INPO 1989 industry average of 7,133 'cubic feet, per unit; however, if corrected for a zero release site (no liquid releases), PVNGS would be approximately 184 below this average. To achieve further decreases in the volume of radioactive waste generated, a Radioactive Waste Minimization Task Team was created and is currently addressing this issue.

There is a variation in the RP indicators among the three units; however, operating history has a major impact on this data. Unit 1 RP dealt with an average of 200 outage days per year from 1987 to 1989 and over 100 days of unplanned outages in 1990. This directly affects the number of maintenance-related man-hours and, 4

32

I pl

therefore, increases personnel exposure, personnel contaminations, and radioactive waste generated. Unit 1 RP performance, although in need of increased management attention,approached its best year in terms of radiation exposure.

I I

The long outages of 1989 and 1990, coupled with the length and uncertainty of the RP reorganization,,appear to have had a negative ',

impact on the morale of RP personnel. This has been manifested in communication problems within the RP organization, as well as an increase in the number of employee concerns. The addition of the RP Operations Manager, other key RP personnel changes, and the t

recent period of consistent power operations are expected to improve morale and re-establish good teamwork and communications within the RP organization. APS management is monitoring this area closely to assure that necessary improvements are realized.

Management attention to the RP Program was intensified during the past year. The site RP General Manager attends daily staff meetings with the Vice President, Nuclear Production, where radiological problems or concerns are discussed. The RP General Manager also conducts a series of update meetings each quarter in which he meets with the site RP staff in small groups in an open-forum meeting format.

The ALARA committee has been restructured to include permanent members at a higher level of management to ensure that ALARA 33

C li 4

N e

concerns receive appropriate attention. In addition, the Corporate Assessment Group, discussed above in the Safety Assessment/Quality Verification (SA/QV) section, includes a line manager from the RP organization, on loan to this group to provide RP Program oversight functions.

The RP organization and organizational responsibilities have been modified to promote a more active RP role in work planning and outage management. Unit RP ALARA/Work Control Supervisors interface directly with the work control/outage planning groups to screen RP tasks for priority/applicability. Staff qualifications t

also have been improved; the RP staff currently includes four certified health physicists, two of whom have held Senior Reactor Operator Licenses and another who is a National Voluntary Laboratory Accreditation Program (NVLAP) Assessor.

RP training has been improved as shown by the following examples:

Training content has been enhanced based on feedback from the units.

Academic training has been developed and is being implemented for new hires.

Hands-on laboratory training has been developed and..is I

being implemented for RP count room equipment and being 0 34

~,

, finalized for the Radiological System (RRACS) .

Records and Access Control Hot Particle Training was developed and implemented.

A more detailed On-The-Job-Training (OTJT) Program for RP personnel has been developed and is being implemented.

Personnel training at the Instrument Calibration Facility is being enhanced. (Source custodian training is in progr'ess.)

4 After-hours instruction and counseling was provided for RP personnel preparing to take this year's National Registry of Radiation Protection Technologists (NRRPT) examination. APS management emphasis on continuing education was responsible, in part, for 36 RP personnel taking the 1990 NRRPT examination while 9 RP personnel took the 1989 NRRPT examination.

Other RP Programs and improvements include:

r The Radiological Controlled Area (RCA) ingress and egress methods have been standardized among the units for ease of use and familiarity.

e 35

li 4 The Cobalt Reduction Program has begun locating the cobalt bearing components within plant systems.

A Quality Circles Task Team was assembled to reduce the frequency of personnel contaminations at PVNGS. The Task Team, consisting of personnel from a range of disciplines, including RP, Central Maintenance, and RP Technical Support made a number of recommendations which are in the process of implementation.

Chemistry:

t During the past year, APS has undertaken a major effort to upgrade the secondary plant on-line chemistry analyzers. Monitors on the steam generator blowdown and downcomer lines have been upgraded to include on-line sampling for sodium and cation conductivity, and a computer based data storage and retrieval system for the associated new equipment has been provided. New chart recorders have been .installed at the blowdown and condensate demineralizers, and on-line sampling equipment is being replaced in order to ensure proper functioning of the recorders. The temperature control system for the laboratory sample racks has been modified to enhance its effectiveness. The cold labs are scheduled to be remodeled during the next refueling outage for each unit to install new panels and analyzers including an on-line ion chromatograph.

Problems with intrusion of anion and cation impurities have been 36

l P

k

reduced but are still under investigation. Currently, a task force consisting of Unit Chemistry, Chemistry Technical Services, 1

Engineering, Operations, and Operations Standards meets on a weekly basis to resolve issues associated with the condensate C

demineralizers.

11 Changes also have been made to improve the performance, of the Radiation Monitoring System (RMS). A site RMS/effluent supervisor position has been filled, along with Unit RMS/effluent supervisors and technicians. In addition, a group dedicated solely to RMS maintenance has been created and is currently being staffed. The RMS Technician Training Program has been upgraded and implemented and now includes a 13 week class followed by on-the-job (field) training, which mirrors the accredited chemistry training program.

While several RMS design changes have been implemented, several others are required and have been scheduled in order to maintain'MS availability as high as possible. The total availability (functional and on-line) of all radiation monitors has improved from 804 in February 1990, to approximately 95-1004 in October 1990. The current technique for calculating availability, uses a daily "snapshot"; however, the site RMS group is developing more precise techniques to trend the percentage availability of all Technical Specification and Non-Technical Specification monitors.

While the number of RMS induced reportable events has been reduced 37

k f t

from 11 in 1989 to 4 thus far in 1990 (and has consistently trended downward from 1985), the number of special reports has increased this year. As maintenance/surveillance activities for RMS have become more frequent and aggressive, the number of special reports submitted by PVNGS increased because the maintenance activities often could not be completed within the 72-hour action statements.

In addition, there were more monitors subject to surveillance this year due to the increased operability of the units.

The problems with maintaining nitrogen overpressure in the Steam Generators, first identified by the NRC during the diagnostic evaluation, did not receive sufficiently prompt attention. The reorganization described above; however, should provide a more open

~ ~ ~

line of communication and increased management involvement in the

~ ~ ~

Chemistry Program.

~

~

Other areas for improvement and future challenges include completing the design changes for radiation monitors, completing the effluent procedure upgrades before December 31, 1990, and maintaining or improving a chemistry performance index (relative indicator of overall systems impurities) of 0.18 in 1991.

38

L I

f S

SECURITY The Security initiatives taken this year have resulted in measurable improvements. For example, security compensatory manhours have decreased from 4,605 in January 1990, to 606 in November 1990. The one-hour reportable events have decreased from six during 1989 (system and human error) to three through November 30, 1990. However, the 24-hour loggable events (system and human error) have increased from 412 in 1989 to 422 through November 30, 1990. This is due, in part, to implementing more conservative reporting/logging criteria than was used in 1989. Further t

attention is required; however, to effect a reduction in the number of 24-hour loggable events. To strengthen the Security Program, APS took the following actions during the past year:

Xn January 1990, the position of Manager, Security, was filled with an individual with more than 19 years of security and law enforcement experience and nine years

\

experience managing successful security programs at various nuclear utilities.

The Security Department was reorganized in early 1990, by separating it into Operations, Training and Support, Compliance, Badging and Access Control, and Administration and Maintenance. The reorganization identifies more clearly responsibilities and 39

tt

  • t l
  • tt tt

'l I 1

)l

accountabilities at a senior and supervisory level, with well defined reporting relationships to the new manager.

The Central Processing Facility which became operational in April 1990, has improved control of processing and exiting site personnel, and improved processing efficiency. The typical processing time for new personnel has been reduced from 21 days in 1989 to five to seven days in 1990.

APS now performs background screening investigations, I

instead of relying on an outside contractor. In-house screening minimizes the potential for screening errors and also provides a higher degree of assurance that processing is performed in accordance with regulatory requirements and PVNGS commitments to the NRC.

Actions to improve intra-department communication include a manager's suggestion box; expanded shift visits by Security supervisors; weekly department bulletins, more frequent meetings among Corporate Security, Security contractors, supervisors and department personnel, and initiation of a department team building project.

Effective communication and attention to morale concerns will continue to be a focus of management attention in 1991.

40

r z L,! v 0

An on-,going Security Incident Review Committee was established to perform incident evaluations and root cause analyses. These assessments are formally documented and identify required Corrective Actions. As a result of these enhancements, the number of door alarms and human errors have decreased. A site-wide Security Awareness Program has been implemented to further reduce human errors, which is one of the primary objectives of the Security organization.

A program has been initiated to qualify Palo Verde support area Security contractors for duty in the protected and vital areas. Currently, approximately half of the support area security contractor personnel are nuclear qualified and rotated approximately every 60 days from the support area to the protected area to maintain proficiency. As a result, they are available as a ready reserve for unplanned outages and other contingencies.

This program is scheduled to be fully implemented by the end of December, 1990.

A program was undertaken to broaden Security force knowledge of nuclear industry security practices through plant visits, seminars, and training. This included 41 Security personnel participating in '0 hours0 days <br />0 hours <br />0 weeks <br />0 months <br /> of 41

<<1 supervisory training, as well as contracting an, industry leader for conducting quarterly Design Basis Threat Drills.

J To strengthen the escort, Vital Area and Positive Access l

Control Programs, APS has delineated escort responsibilities throughll site ,bulletins, procedural revisions, and monthly unit manager meetings Special identification is issued to escorts regarding responsibilities while escorting visitors in the protected and vital areas. APS has also implemented a more effective Access Control Program requiring one entry per key card transaction when entering the protected/

vital areas.

A policy of pay incentives for physical agilities, weapon qualification and Designated Armed Response Team (DART) participation has also been implemented.

During 1990, APS engaged a security contract company (Protection Technologies) with previous successful nuclear experience to supplement the proprietary guard force. Protection Technologies turnover rate to date is'% versus 13.54 by the previous contractor in 1990. A change in security force shifts from 12.5 hours5.787037e-5 days <br />0.00139 hours <br />8.267196e-6 weeks <br />1.9025e-6 months <br /> to 8.3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> has contributed to a reduction of overtime (30.5> during January 1990 versus 7.7w during November 1990). The 1990 attrition 42

KV P.

rate for members of both the proprietary and non-proprietary guard force has been reduced from 5% and 604, respectively, in 1989 to 3.5> and 34 to date in 1990.

Improvements to the Closed Circuit Television (CCTV) system include:

An additional monitor was installed in both the Central, Alarm Station (CAS) and the Secondary Alarm Station (SAS) to allow operators to view two simultaneous alarms.

Preventive Maintenance tasks for the security cameras have also been enhanced, resulting in significantly improved CCTV performance.

A long term security system upgrade was begun to replace cameras, realign the security fence, and balance the security lighting (this upgrade is expected to be completed in 1992).

The security procedure that provides operability requirements for the cameras was enhanced by the addition of camera image/quality criteria.

To reduce the number of spurious perimeter alarms an improved technique was adopted for microwave alignment, utilizing a LASER 43

e device in boresighting; comprehensive microwave bench calibration and field alignment procedures were developed to standardize field setups; and performance and test criteria for microwave equipment were established. These efforts reduced the 1990 perimeter alarm rate (for a 10 month average) to 1.9 alarms/zone/day from the rate of 3.56 over the same period in 1989. A plan was also developed and implemented in September 1990, to reduce the number of spurious intrusion and tamper alarms. The initial results have shown a decrease in alarms; however, it is too soon to assess this program for effectiveness.

Other equipment improvements included microwave equipment upgrades to the newest revisions, camera housing upgrades for better

=-

environmental protection, and the cardreader assembly upgrades to eliminate reading errors. Additional cardreaders were installed to facilitate meeting emergency assembly and accountability requirements. A comprehensive computer system performance monitoring package was developed to aid troubleshooting and assess system performance. Software changes were made to eliminate opportunities for human error and improve on past, corrective actions for the access control computer. Hardened chains and padlocks were installed to address the vulnerabilities of the personnel access hatches to containment. Finally, the planned upgrade for the roll-up door for Unit 1, which was discussed in the 1989 SALP report, was completed, as was the installation of a shade tarp over the south sallyport.

44

4

>It

A comprehensive Preventive Maintenance Program for 'ecurity equipment has been implemented this past year, and has resulted in improved equipment reliability. Maintenance teams responsible for specific areas of security equipment were established, a comprehensive qualification and training program was initiated for security equipment maintenance technicians, and work scope was evaluated and adjusted to include only security system related tasks. Maintenance procedures, including Preventive Maintenance tasks, associated with Security were reviewed and rewritten and new model work instructions were implemented. Maintenance activities relating to Security included completion of a computer development system and equipment

~

test stands for all system equipment.

~

~ Timely

~

identification

~ ~ ~ ~

and resolution of technical issues, as well as aggressive resolution of maintenance issues,

~ ~ ~

have been reflected in the improving trend in security compensatory man-hours as well.

Training enhancements that have been realized this SALP period, include more frequent drills on design basis threats, the DART program, classes on hostage negotiation, Security Supervisor Training (40 hours4.62963e-4 days <br />0.0111 hours <br />6.613757e-5 weeks <br />1.522e-5 months <br /> of classes), qualification and training program for maintenance technicians, and participation with the local law enforcement agency and the U. S. military in joint exercises.

APS has designated a single point-of-contact within Security for 45

d aily work planning within the units to assure that there is timely review of the potential security implications of planned temporary modifications and implementation of any necessary security compensatory measures.

Many of the Security improvements described above were reviewed during the recent NRC unannounced inspection (August 1990), during which all but one outstanding inspection item was closed and improvements were identified in the reliability and quality of passive and active security equipment.

46

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wl Ip

~ 't lp tl

ENGINEERING TECHNICAL SUPPORT To improve teamwork and coordination between the Nuclear r

Engineering and Site Techni cal, Su pp ort Departments, APS has realigned reporting relationships. The Vice President, Nuclear I

Engineering and Construction, II is now responsible for all engineering departments, including Site Technical Support, Nuclear Engineering and Support Services, and Site Nuclear Engineering and Having a single officer responsible for all 'onstruction.

engineering groups is expected to improve the efficiency and effectiveness of technical support of PVNGS operations.

Technical Support position of Director, Site Technical Support, was filled in k

~

The April 1990, by an individual with over 20 years experience in the

~

nuclear industry and extensive experience in technical management.

Under the Director are managers of: Systems Engineering; Component and Specialty Engineering; Operations Engineering; and Operations Computer Systems.

The division of responsibilities between Systems Engineering and Component Engineering is intended to make more efficient use of PVNGS technical resources. Systems Engineering focuses on system availability and overall system performance. The systems engineer is responsible for monitoring system performance and identifying actions that should be taken to assure high system reliability and 47

availability.

~ ~ ~

~ He monitors the activities affecting his assigned

~

systems to assure that the systems continue to meet design requirements, and maintains overall cognizance of system operation and maintenance. The Component Engineers are maintenance oriented experts on specific components or equipment and the processes th'at support component operation (e.g., valve packing, pump seals). The Component Engineer assures that assigned components are properly maintained by providing component-specific expertise to the System Engineer and Maintenance Personnel. Component Engineering also monitors equipment performance and maintenance practices and addresses component performance issues across system boundaries.

The new roles of Component and System Engineering have been established to promote a more thorough analysis of component/

systems issues. This restructuring has already shown improved technical support effectiveness. Examples include:

Development of a new Control Element Drive Mechanism (CEDM) test to reduce the probability of Control Element Assembly (CEA) slip or drop events. This testing revealed previously unknown failure mechanisms for CEAs which were promptly evaluated and rectified.

During feedwater isolation valve failures, System Engineering U

made timely evaluations, identified other potentially affected 0-ring uses at PVNGS and coordinated prompt resolution (i.e.,

48

l replacement) with Operations and Maintenance personnel.

Engineering coordination between groups in addressing the auxiliary feedwater overspeed conditions resulted in thorough system evaluations and subsequent system redesigns to maintain piping temperature requirements.

Engineering stopped Unit 2 refueling to require more lighting based on previous operational experience at another PVNGS unit.

Continued improvement was also noted in the areas of root cause determination. Examples of important root cause determinations made this year include identification of the causes of:

Tube leaks in Unit 1 Steam Generator.

Cooling tower degradation and recommendation of sealing coating to extend their life.

Premature tripping of Unit 1 turbine on overspeed.

Cathodic protection problems and identification of corrective actions.

Unit 3 demineralizer B problems (clogged sample line).

49

4 To increase day-to-day involvement with plant activities, Technical I

Support has designated. liaison engineers (from Systems Engineering) in each unit, whose functions include communicating the daily concerns associated with plant activities to technical support management. A duty Engineering Manager and supervisor now provide coverage on holidays and weekends as well. These changes, along with the daily unit meetings with Engineering supervisors, weekly technical support groups meetings, and Engineering staff meetings with unit personnel have improved communications between the unit support groups and Engineering.

Engineering

~ ~

To address the need for Nuclear Engineering to be more involved in

~

plant engineering issues, a Site Nuclear Engineering and

~ ~ ~

Construction organization was established in April 1990. This group provides additional support and site coordination for modifications', design changes, procurement, and nuclear projects.

The position of Director was filled. in July 1990, by an individual with over 30 years experience in the nuclear industry, including approximately 15 years in technical management. The organization staffing is continuing.

Engineering has developed and implemented a Performance Management Program which assesses engineering performance in many areas (e.g.,

effectiveness of plant modification processes, timeliness of e 50

I

('

II

~,

commitment

~

resolution,~

and updating of design documents).

Engineering

~ ~

issues

~

monthly reports to management, recommending improvements and changes to engineering methods and practices.

Results this year included the development and implementation .of a procedure, based on NUMARC guidelines, for evaluation and resolution of open items generated from the Design Basis Program.

In addition, a new output Document Change Request Procedure was implemented to provide a more effective mechanism for screening and prioritization of work.

The first five reconstituted design documents (manuals) were issued for use. This long term effort is evaluating approximately 170 systems, structures, and topical issues by reviewing the applicable design and regulatory documents and creating a user friendly comprehensive design document for use when performing modifications, 50.59 evaluations, and related system analyses.

Other initiatives and program improvements include:

The development of an engineering partnership with Bechtel and Sargent & Lundy. The contractor support organization is familiar with PVNGS and provides a more consistent engineering product.

Engineering has reviewed the backlog of completed design packages awaiting implementation. This review assessed 51

I' the relative priority of design packages'and whether the reasons for the design packages are still valid. A number of proposed changes were cancelled. These efforts will optimize manpower utilization and minimize changes to the units.

h A job task analysis has been completed to determine the qualifications required for various'functions in Nuclear Engineering. As a result, job requirements have been rewritten and training requirements established to better match engineering tasks with corresponding qualification requirements. This effort will be expanded to include other PVNGS engineering groups.

In 1989, the EER Backlog Reduction Program defined a scope of work and completion goals for 1990. As of August 31, 1990, the goal for 1990 had been achieved (closure of 5,345 items, approximately 65% of identified scope), and work was continuing to further work off the backlog. During this time; however, the number of total backlog items increased from 7,575 to 8,392. Efforts continue to reduce backlog items accrued during 1990, which are outside of the scope of the 1989 EER Backlog Reduction Program.

There has been substantial progress in implementing the Engineering 52

I

~ q P'

I I 0

p E

'I 0

to address h

Excellence Program. Created changing needs and priorities of

~ ~

Engineering, this program has several more specific objectives, including improved configuration management, procedures upgrades, enhanced analytical capabilities, and design basis reconstitution. The program encompasses 153 major tasks,, of which 112 have been completed. Results achieved this year include establishment of a Plant Modification Committee (PMC) 'to evaluate modification priorities and propose changes, to review and upgrade, as necessary, engineering procedures and policies; to assess the need for unitized. drawings; and development of a pilot program for

\

evaluation of vendor technical manuals (resulting in a program to upgrade all manuals by December 1992). The Engineering Excellence activities shall be integrated into the Business Plan by 'rogram December 1990. The program will be further refined to incorporate lessons learned as new priorities and issues are identified.

Over a dozen engineering codes have been purchased as part, of the

-EngIn'eering=Excellence Program., Training has been provided to the Engineering Department personnel on selected engineering skills and on the use of the engineering codes. These efforts have started to yield tangible results. For example:

.ANSYS (a finite element analysis program) is being used to evaluate several proposed'hanges to .the B04 control room panel and in material restraint analysis. ANSYS has also been used on several problems relating to stress overloads on 53

T f

various components.

ME-101 (stress analysis) is being used in the Snubber Reduction Program.

I SETS and CAFTA are being used to address the IPE requirements.

'I I

Easy5'(modeling) was used to solve a heat transfer problem for the nitrogen accumulators on the ADV's.

As more of the codes are installed and qualified, their use is expected to have a significant positive impact on the quality and Areas that require continued management attention include focusing the engineering organization on the needs and priorities of the units, completing staffing within design engineering, and completing the backlog reduction program by 1991. Engineering had initial problems with this years modification to install new emergency lighting and field change requests were required to correct the design problems. The design problems with emergency lighting modifications were rectified and procedure changes are in process to provide more guidance for emergency lighting activities and equipment.

Increased resources were required to address MOV concerns and the 54

0 F

)g Il

MOV group within engineering added four engineers to better address the MOV Program. Their efforts, including defining the work scope necessary to meet GL 89-10 requirements, were instrumental in the MOV Program improvements detailed above in the Maintenance section.

Engineering also identified problems with the fire rating of diesel generator wall seals. It was later discovered that the scope of the initial evaluation was not broad enough as some seals at lower elevations were missed. As a result of a root cause analysis 'of this problem the >surveillance procedure was revised to include seals at lower elevations and output documents were revised (penetration schedule and location drawings) to reflect actual p lant conditions. In addition, a comprehensive program was e initiated to verify all fire seals in the plant for functionality.

55

I "I

l

e EMERGENCY PLANNING A more aggressive and comprehensive drill schedule was implemented 8

in 1990 to increase the l'evel of experience and capability of the Emergency Response Organization (ERO) and enhance its capability.

The 1990 schedule provides for quarterly full scale drills supplemented by unit and facili.ty functional drills (compared to the previous year's schedule, which called for one evaluated exercise and one full scale drill). PVNGS expects to retain this new schedule permanently. The 1990 schedule has allowed more personnel, such as alternates and backups, to participate in drills and gain useful experience. In conjunction with this, Emergency Planning tracks personnel participation history in order to assure roles that they may be assigned in a real emergency.

PVNGS Emergency Planning has been involving new management with the Emergency Plan and assimilating them into the ERO. As a result, the ERO positions that have been filled by new management personnel include:

I Radiological Assessment. Coordinator JENC Utility Spokesperson Emergency Coordinator(s)

Operations Support Coordinator (s) 0 56

P gt

'IA e

Chemistry Coordinator(s)

~ ~

Security Director

~ ~

Emergency Operations Director(s)

Emergency Maintenance Coordinator Emergency Planning full time staffing has also continued to improve. Two of the three positions that were open in late 1989, were filled this year. One was filled with an individual with 15 years RP experience and another individual with an SRO License from another plant and over 20 years experience. Additionally, experienced contract support continues to be available to augment t

the current Emergency Planning staff.

In order to ensure APS's ability to respond to an emergency in a timely manner, Emergency Planning has implemented unannounced time response studies wherein key facility activation personnel are paged and their response times from their actual locations recorded. The response'time reported for each key position is used to determine overall facility activation time. These studies. are conducted on backshifts and demonstrate the activation times which are within NUREG guidance. This is a continuing effort which will be used to detect changes in overall response time capability.

The new Fitness For Duty regulations provided new challenges for maintaining an ERO capable of responding at any time, consistent with the new regulations. Consequently, PVNGS established a 57

C t

V I

rotational duty officer schedule for key TSC, EOF and OSC staffing to ensure ability to respond at any time with qualified personnel meeting Fitness for Duty requirements.

Last year, Emergency Planning identified a concern with the numbers of ERO personnel who were overdue for annual training each month.

Due to the number of personnel assigned to each position, PVNGS maintained adequate coverage with qualified personnel at all times; however, the percentage overdue ran as high as 4% last year.

Attention to this issue and ,increased support from the new management team has reduced the overdue percentage to less than .5%

this year.

Various

~

facility

~ ~

and hardware enhancements have been made to, improve the

~

overall program, including:

~ ~

Upgraded telefax equipment in all emergency response facilities.

Improvements to the EOF facility, including upgraded furnishings and dedicated work stations to improve sense of professionalism, cut down on unnecessary traffic, and reduce noise.

Planning scenario development and drills.

0 58

I Management has re-prioritized work items to ensure completion of some long standing hardware modifications to improve the Emergency Response Program. One example is the utilization of ACAD cardreaders. The addition of cardreader installations in the Operations Support Centers and in the Technical Support Center significantly enhanced personnel accountability capability within the protected area. This,'oupled with modifications to ACAD l

system software, facilitated the performance of two successful assembly and accountability drills in July 1990 (one on dayshift and the other on backshift). Both drills conformed with the NUREG-0654 guidance of providing for identification of personnel within t

the protected area within 30 minutes. At the commencement of the dayshift drill, 1,068 employees were inside the protected area.

Of those, 752 non-emergency response personnel exited to the assembly area and 316 manned emergency response positions within the protected area.

As discussed in the Operations section above, during the Unit 3 transformer fire in December 1989, PVNGS did not declare an NUE.

APS initiated timely corrective actions to revise EPIP-02, "Emergency Classification," to provide additional specificity on the declaration of an unusual event for fire initiated events.

Two proposed modifications that remain to be addressed are the public address system upgrade and the augmentation of sirens.

Resolution of the siren problems depends on a telecommunications 59

cabling upgrade (removing abandoned cable and replacing with new

~

cable). ~ Both of these items will receive continued additional attention by Emergency Planning and are long term issues for resolution. However, there are compensatory measures in place for both the public address and siren problems; a security callout and walkthrough of the affected areas.

0 60

4 4 yy 0

l

I TABLE OF CONTENTS (9011050207 DEFINITIONS Section ~Pa e 1.0 PURPOSE 2.0, INTRODUCTION 3.0 WASTE STREAM DESCRIPTION 2.

3.1 SAMPLING LOCATIONS

4.0 DESCRIPTION

OF WASTE 4.1 SAMPLING.AND ANALYTICALMETHODS 30 4.2 SAMPLE ANALYSIS RESULTS 30 4.3 ESTIMATED VOLUME,OF WASTE 35 4.4 REVIEW OF POTENTIAL GROUNDWATER IMPACTS 35 4' ANNUAL DOSE ASSESSMENT 46 Appendix A Dose Calculations 53 5.0 SITE CHARACTERISTICS 56 5.1 GEOGRAPHY AND DEMOGRAPHY 56 5.2 EXCLUSION AREA AUTHORITY AND CONTROL 64 5.3 POPULATION DISTRIBUTION 64 5.3.1 Low Population Zone 64 5.3.2 Population Density 75 5.4 SITE GEOLOGY 78 5,4.1 Site and Site Vicinity Physiography 78 5.4.2 Site Vicinity Stratigraphy 80 5.4.3 Properties of Subsurface. Materials 85 5.4 '.1 Layer Description 95 5.4,3 ' Static Soil Properties 96

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TABLE OF CONTENTS

. DEFINITIONS Section ~Pa e 6.0 METEOROLOGY, 110 6.1 .TYPES OF AIR MASSES 110

'.2 TEMPERATURE AND HUMIDITY 110 6.3 PRECIPITATION 112 7.0 HYDROLOGIC DESCRIPTION 114 7.1 - FLOOD HISTORY 114 7.2 OFFSITE FLOOD DESIGN CONSIDERATIONS 130 7.3 ONSITE FLOOD DESIGN CONSIDERATIONS 130 8.0 GROUNDWATER 131 8.1 GROUNDWATER CONDITIONS 135 8.2 'REGIONA'L WATER USE 138

'50' 8.3 ACCIDENT EFFECTS 138 Inventory of Existing Wells in the , 141 Site Vicinity 8:3 ~ 2 Accidents Leading to Liquid Spills 141 8.3.3 Analytical Approach to the Contaminant Movement ~ 144 8.3.4 The Results of Analy'sis 145 8.4 GROUNDWATER MONITORING 149 9.0 WATER RECLAMATION FACILITY SLUDGE LANDFILL PROCEDURE 150 10.0 EVALUATION OF COST AND BENEFITS 150

11. 0

SUMMARY

I f

0

TABLE OF CONTENTS FIGURES

~Fi uee ~Pa e 4.0-1 Cooling Tower Sludge Sample Locations at- Lime Sludge Landfil 28 4.0-2 Cooling Tower Sludge Sample" Locations at, Lime Sludge Landfill .29 4.4-1 PVNGS Containment/Disposal Facilities 37 4.4-2 Palo Verde Clay Isopach Map 41 4.4-2a Water Level Elevation Perched Groundwater 43a 4.4-3 Monitoring Well Installation Report 44 4.5-1 Measured Concentrations of Mn-54 in the Sludge Deposited in the 50 Landfill 4.5-2 Measured Concentrations of Cs-137 in the Sludge Deposited in the 51 Landfill 4.5-3 Measured Concentrations of Co-60 in the Sludge Deposited. in the 52 Landfill 5.1-1 PVNGS Regional Plant Location 57 5 1-2 Site General Arrangement 58 5.1-3 Immediate Environs of Palo Verde Site 60 5.1-4 General Environs of Palo Verde Site 61 5.1-5 Site and Exclusion Boundaries 62 5.3-1 Population Distribution --" 1978 65 Palo Verde Site, 0 to 50 Miles 5.3-2 Population Distribution 1980 66 Palo Verde Site, 0 to 50 Miles 5.3-3 Population Distribution 1982 67 Palo Verde Site, 0 to 50 Miles'984 5.3-4 Population Distribution 68 Palo Verde Site, 0 to. 50 Miles 5.3-5 Population Distribution 1986 69 Palo Verde Site, 0 to 50 Miles

.5.3-6 Population Distribution 1990 70 Palo Verde Site, 0 to 50 Miles 5.3-7 Population Distribution

~ 2000 71 Palo Verde Site, 0 to 50 Miles 5.3-8 Population Distribution 2010 72 Palo Verde Site, 0 to 50 Miles 5.3-9 Population Distribution 2020 73 Palo Verde Site, 0 to 50 Males 5.3-10 Population Distribution 2030 74 Palo Verde Site, 0 to 50 Miles 5.3.1-1 Low Population Zone 76

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TABLE OF CONTENTS FIGURES Firuie, ~Pa e 5.4.2-1 Geologic Map, Site Vicinity 81 5.4..2-2 Geologic.Cros's-Section ~

82 5.4.3-1 Geologic Profile Through Unit 1 86 5.4.3-2 Geologic Profile Through Unit 2 89 5.4.3-3 Geologic Profile Through Unit 3 92 5.4.3.2-1 Summary of Soil Properties 97 5.4.3.2-2 Grain Size and Plasticity Summary Intermediate Zone 98 5.4.3.2-3 Grain Size and Plasticity Summary Lower Zone 102 5.4.3.2-4 Standard Penetration Test Results on Granular Soils 108 5.4.3.2-5 Sheer, Strength Summary 109 7.0-1 Plant Site and Hydrosphere Locations of Cross Sections 115 7.0-2 Locations of Dams and Gagi.ng Stations 116 8.0-1 Generalized Hydrogeologic Cross-Section of the Site 132 8.1-1 Water Level Contour Map of the Regional Aquifer 136

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TABLE OF CONTENTS TABLES Tabl e ~Pa e 4.0-1 Cool-'ng Tower Sludge Samples from WRF Landfill 8 4.0;2 Sludge Samples From WRF Landfill (Second Interim Report) ' 9 4.2-1 Preoperational Background Monitoring Results at PVNGS for Cs-137 31 4.2-2 Site A Sludge Samples from Area 1 of the Sludge Landfill . 32 4.2-3 ASU and ARRA Inter-'Laboratory Comparison 34 4 '-1 PVNGS Groundwater Monitoring Program 39 4.5-1 Average Annual Whole Body Doses to an Individual Standing on the 48 Dried Sludge 4.5-2 Maximum Annual Whole Body Doses to an Individual Standing Directly 49 on the Dried Sludge.

5.1-1 Minimum Distances to Siee Boundary from Containment Edge 5.3.2-1 Cumulaeive Residential Population Density 77 5.3.2-2 Cumulative Residential Population Density 79 6.3-1 PVNGS Monthly and Annual Exereme Precipitation by Time Interval 113 7.0-1 Water Storage Dams Located Upstream of the Site 117 7.1-1 Centennial Wash Near Arlington, AZ 119 7.1-2 Winters Wash Near Tonopah, AZ 120 7.1;3 Hassayampa River Near Morristown, AZ 122 7.1-4 Gila River Below Gillespie Dam, "AZ 125 8.2-1 Pumpage Records of Wells in the Lower Hassayampa-Centennial Area 139 "8.3.2-1 Radionuclides and Activities in Refueling Water Tank 142

I 1.0 PURPOSE Arizona Public Service Company (APS) submits this application pursuant to Arizona Administrative Code R12-1-417.A, for approval to leave in place very.low levels of licensed radioactive material on the Palo Verde Nuclear Generating Station (PVNGS) site. The disposal of this material is not currently authorized by the Palo Verde operating license(s). The subject; material consi'sts of sludge containing very small quantities of Cobalt-60 (Co-60), Manganese-54 (Mn-54), Cesium-134 (Cs-134) and Cesium-137 (Cs-137). The .source of this sludge is from the PVNGS Uni,t 1 and Unit 3 cooling towers.

2.0 INTRODUCTION

On July 14, 1989, a sample of sludge was taken from the Unit 1 cooling tower inlet canal and analyzed for radioactive isotopes. Very low levels of three non-naturally occurring radionuclides; Co-60, Mn-54 and Cs-137 were detected, Unit 1 and Unit 3 cooling tower sludge had previously been disposed of in the Mater Reclamation Facility (WRF) sludge landfill.

A .sampling program was initiated the following day to verify the disposal location, of the sludge in the VRF sludge landfill and characterize the types and, levels of activity present in the cooling tower sludge. In general, cooli'ng tower sludge consists of sand,' dirt and debris carried into the. towers with the air circulated by the fans and to a lesser extent calcium and *magnesium salts precipitated when the cooling water is concentrated before blowdown to the evaporation ponds.

,1

3.0 WASTE STREAM DESCRIPTION Two primary routes exist for potential low levels of radioactivity to reach the circulating water system (and the cooling water sludge). The first requirement in either case is for an unusual conditio'n, specifically, a primary to secondary leak to occu'r in, the steam .-generator. Due to the higher pressure of the primar." coolant, any small leaks will allow the radioactive coolant water to seep into the secondary system. The plant is designed with radiation'onitors on the steam generator blowdown system to identify levels of radiation prior to the contamination in the secondary system becoming a source of offsite release of radiation. In addition,'eriodic samples are taken of the blowdown from the steam generators and

'nalyzed for radioactivity, as well's chemical contaminants. These samples are more sensitive than the inline monitoring equipment.

Any contamination that does leak into the steam generator secondary side may be carried over: in the steam (in very tiny water droplets) to the condenser or as very low levels of. contamination left after blowdown. In the condenser, the radioactive material becomes part of the dissolved and suspended materials in the condensate.

The first and probably a minor pathway by which this contamination could reach the circulating water system (and the cooling tower), is by condenser reject to the circulating water system. The normal mode of operation is to .reject or makeup water to the condenser from a condensate storage tank in order to control "the water level in the hotwell. However, at times the condensate tank may be full when level is still increasing in the hotwell.

At these times, the reject line is routed to the circulating water system

~ instead of the condensate storage tank. Due to the very low concentrations ofactivity in the condenser hotwell water and the infrequency of reject directly to the circulating water, this route is considered as a probable minor pathway.

I 1

The- second route for the contamination to take in order to reach the circulating system is through t'e low total dissolved solids (TDS) sump.

Regeneration of the condensate demineralizers requires that the resins be transferred from- the normal in process vessel to a regeneration skid. The regeneration skid contains three vessels, one cation, .one anion, and a remix vessel. The spent resin -is first transferred to the cation vessel.

In this vessel, the resins .are backwashed to remove the suspended solids, which were filtered during the run cycle. . In addition, the backwash separates the lighter anion resin from the heavier cation resin.

The lighter- anion resin is transferred into the anion regeneration vessel and the cation and, anion, resins. are regenerated with nitric acid,and sodium hydroxide, respectively. 'he regenerated resins are then rinsed with demineralized water'o- remove traces of the regeneration chemicals. Both the regenerant waste and the initial rinse waters are routed through the

~

high TDS sump to the chemical waste neutralizing tank. Both the regenerated

. anion and ca'tion resins are transferred to the mixed holding vessel, the transfer water acting as a final rinse. This final rinse water is directed to the low TDS sump. The regenerated resins are simply held in the. mixed vessel unit until the next inline vessel is exhausted and transferred into the vessel 'after regeneration of that vessel is started.

The waste water which was routed to the chemical waste neutralizing tank is sampled for chemical parameters and radioactivity prior to discharge to the retention basin. The low TDS sump water is not routinely sampled E

unless radioactivity may be present as previously indicated by activity in the chemical waste neutralizing tank. The low TDS sump water is transferred,to the circulating water system directly. '\

h It is felt that due to the backwash of the insoluble materials off 'of the E

resins, plus radioactivity eluding the chemical process of bonding to the resins, this low TDS sump condensate demineralizer regeneration water is P

the most probable source of the activity in the circulating water system

0 and hence the cooling tower sludge. Past history of the levels of activity seen in the low TDS sump do not exist. The activity level m'ay have been below our ability to detect or it may have been less than our-lower limit and 'was then concentrated in the cooling towers due to settling and evaporation, In response to this suspected pathway, PUNGS has i'n'stituted a program of sampling for activity in the low TDS sumps if activity is seen in the steam generator blowdown (the'location of our best sensitivity). Radioactivity I

would have to be present in this blowdown to be in the low TDS sump. In addition, a program to require sampling for radioactivity of materials which have a potential to be discharged into the Water Reclamation Facility sludge landfill will be placed into a procedure. PUNGS has also instituted an engineering analysis to determine optional methods of operation or engineering changes.

3.1, Sam lin Locations Chemical Waste Neutralisin Tank l

This was the primary sample location prior to the identification of activity, in the. Unit 1 cooling tower sludge. It remains a Technical Specification requirement to .sample each batch at this location and confirm that concentrations of gamma emitting isotopes are less than 5E-7 pc'/ml. Identification of activity above the stated 1'imit requires sampling of all other discharge paths (turbine building sumps, low TDS sump, etc.).

Retention Basin 4

This sample location is used for primarily chemical parameter control prior to discharge to the evaporation ponds. Routine radioactivity sampling of the sludge in this location is performed on a quarterly basis'

Steam Generator Blowdown Since the identification of low level activity in the Unit 1 and Unit 3 cooling tower sludge, the steam generator blowdown sample, point has

. administratively become the indicator point for increased sampling of the low TDS sump, as well as, other discharge paths to the evaporation ponds.

Since activity in the system is concentrated in the steam generators, activity will be identified at this location before any other waste streams.

The low TDS sump would normally'eceive only clean water. However, in the event of a primary to secondary system leak, small amounts of radioactive contamination can be removed by the condensate demineralizers. During, the regeneration process for this resin, backwash water, as well as final rinse water, may contain radioactivity and may be sent to the low TDS sump. By keying on the steam generator blowdown sample. for indications of leakage, sampling of the low TDS sump can be initiated to minimize activity possibly being di'scharged to the cooling towers, Coolin Tower Although sampling of the cooling"tower circulating water has been a part of the normal sampling program, a requirement for the sampling, of the cooling tower sludge for radioactivity prior to disposal has been added to ensure proper disposal, should low levels of activity accumulate in the sludge.

P va orati6n Pond Sampling of the evaporation pond sludge is 'now performed on a quarterly basis. This sample point has been added to monitor buildup of activity in the evaporation pond sludge due to low level activity discharges, 5

4.0 .DESCRIPTION OF PASTE In general, cooling tower sludge consists of sand, dirt and debris carried into the towers with the air circulated by the blowers. Additionally, CaCO>

and magnesium salts are pxecipitated when the cooling water is concentrated

'before blowdown to the evaporation ponds. This description compares with the general composition'f the Water Reclamation'acility sludge. The composition of the typical'ludge produced by the Water Reclamation Facility two-stage lime treatment process is as follows:

When Recalcining Furnace When Recalcining Furnace Is Not 0 cretin Is 0 eratin 72% Ca as CaCOs 15% Ca as CaCO>

7% Mg as Mg(OH)., 25% Mg as Mg(OH)z.

9% Cas(PO)s OH 35% Cas (PO)s OH 5% Si Oq 16% Si Og

~6 other ~9 other 100% 100%

To determine any activity or concentration of radioactive isotopes zn the cooling tower sludge previously disposed of in the Water Reclamation Facility sludge landfill, two phases of sampling were initiated. The first phase (" Phase I") (July 15, .1989 through July 17, 1989) was designed to

,simply verify whether or not the cooling tower sludge deposited in the sludge landfill exhibited any radioactivity. Samples identified by color as cooling tower sludge were taken from selected areas. Cooling tower sludge is considerably darker in color than the Water Reclamation Facility sludge. In addition, samples were taken in a regular grid pattern within and just outside the area of known cooling tower sludge disposal. These samples established the outer boundaries of the area and identified that low levels of activity were present within the disposal area. The data from Phase I are listed, in Table 4.0-1. The location of the sampling points is shown'n Figure 4.0-1.

ll f

The second phase of the program ("Phase'll") began on July 18, 1989 and was completed on October 12, 1989. This phase was designed to map the locations

. of the contaminated cooling tower sludge. Phase II included both surface

'and subsurface sampling. They are identified on the data table as surface, interface'nd subbase. The surface sample wa~ taken from 1 to 2 inches.

The interface sample was taken from a depth= of approximately one foot at the interface between the 'bottom "of the cooling 'tower sludge and the underlying material. This interface was identified by physical characteristics, usually colo'r. The subbase sample was taken from the surface of the underlying material.

The data from Phase II are listed in Table 4.0-2.. Figure 4.0-2 shows the sample locations for 'the sample'nalyses listed in Table 4.0-2.

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COOL IRG TOWER SLUDGE SAHPLES FROM WRF LANDF ILL GAMMA SPECTROSCOPY RESULTS Ans(yses by PVMGS Unit RP i

SAMPLE Co.60 Cs.137 ~ Hn.54 Sb 125 SAMPLE II SI2E 'ESCRIPTIOM DATE (uCi/gm) (uCi/gm) (uCI/gm) ~

(uCI/gm) 1 ~ 89-06192 1049 GM A1 1 89.11256 7 15 ~ 89 <6.70E.B 1.16E.07 <4.31E.S <9.26E 8 1 ~

89 06193 1089 GH A2 1 '9-11256, 7.15 ~ 89 <8 '6E ~ 8 <4.52E.S <4.57E.S <8.61E 8 1 ~ 89 06194 1061 GM A3 1 '9 '1256 7.15.89 <5.50' 4.99E.OS <4.19E ~ 8 <i.o'9E.7 1 6206 865 GM 81 1 89 '1256 7. 15 ~ 89 <7.77E.S 5.72E.OB <4.44E 8 <1.15E.7 1-89 '6207 997 GH 82 1 89.11256 7 15-89 <7.39E ~ 8 <<4.55E 8~

<3.93E ~ 8 <'I.04E 7 I ~

89 06202 985 GH " 83 1 89 '1256 7. 15 ~ 89 <5.6eE'e <4 '9E.S <<3.38E.S <7.85E 8 1.89.06204 803 GM C1 1 ~ 89.1I257 7. 15.89 1.49E 06 2.12'7 3.53E.07 '<1.98E.7 1 '9.06205 743 GH C2 1 ~ 89.11257 7.15 ~ 89 2.52E.06 <<9.76E.B <9.74E.S <1.82E ~ 7 1.89.06256 ee4 GH CC'I 1-89 11364

~ 7. 16-89 8.96E 07 3.49E.07 2.52E 07 2.52'7 1.89.06257 449 GH CC2 I ~ 89 11364 7 16.89 <1.52E 7 2.48E ~ 07 <<8.33E ~ 8 <1.84E. 7 1.89.06259 922 GH CC3 1 89.11364 7. 16-89 . <4.49E-B <<3.57E.B <<2.45E ~ 8 <6.68E.B 1.89.06260 704 GM CC4 1 '9. 1.1364 7.16.89 <8.79E.S <6.998-8 <<5.96E-B <1.23E ~ 7

'1.89 06262 998 GH CC5 1 89.11364 7. 16 89~ <3.59E.S <2.27E.B <2.58E ~ 8 <5.60E.S 1 89.06265 1072 GM CC6 1 89. 11364 7. ~ 16 ~

89 <3.70'E.B <<3.07' <2.26E ~ 8 <6.67E.S 1 89 06266 1131 GH " CC7 1 89 11364 7. 16 ~ 89 <4 '6E.S <2.50E.S <3.22E ~ 8 B.OBEYS 1.89 06267 1069 GH CCB 1 89.11364 7 16-89 <4.19C.B <<2.83E.S <2.27E ~ 8 <6.96E 8 1;89.06299 1145 GH 081 1 89 1.1443 7.17.89 <6.31E-B <3.60E ~ 8 <4.59E.B <8.38E-B 1 '9 06300 1000 GM 082 1 ~ 89 11443 7.17.89 <<3.97E ~ 8 <<2.73E 8 2 098.8 <5.79E ~ 8 1 '9 06301 945 GH 083 1 89 11443 7 17 89 <3.57E.S <2.78' <2.21E.S <6.51E ~ 8 1;89 06302 1133 GM 084 '1 ~ 89.11443 7.17 89 <4.22E.B <2.91E.B <2.52E 8 .<6.57E 8 1 89.06303 1019 GH 085 1 '9 '1443 7 17 89 ~

<2.588 ' <2.68E 8 <1.64E ~ 8 <6.55E. 8 1 89 06304 1762 GH 086 1 ~

89 ~ 11443 7. 17.89 <5.32E.S <4.11E 8 <3.94E-B <8.73E-S Table 4.0-1'

SLUDGE SAHPLEQ FRON URF LANDFILL GAHHA SPECTROSCOPT RESULTS in uCI/G Second Interim Report Saayle Sample Co-58 Co-60 Cs-13C Cs-137 Fe-59 1-131 La-1CO Hn-54 Mb-95 Sb-12C Sb-125 Zn-65 Zr-95 Size G Collected Date Ba-140 .

<3.1E-7 <1:1E-7 2.59E-6 <1.1E-7 3.97E-7 <2.3E-B <9.0E-B <7.4E-B 6.76E-T <1.0E-T <1.1E-7 <3.3E-7 <2.7E-T <1.8E-T 303 Site A 2

07/18/89 surface (a) sO.OTE-6 s0.33E-T s0.46E-T

<2.6E-7 <8.1E-S 1.08E-6. <8.9E-B 2.39E-7 <1.7E-7 <T.IE-S, <S.ZE-S* 3.20E-7. <<8.9E-S <8.&E-B <2.4E-7 <2.1E-T <1.2E-7 494 Site A 07/18/89 interface (b) x0,05E-6 zO.'ZTE-T t.033E-T

<5.0E.S 2.TENT <C.BE-B 6.1E-B <1.2E-7 <C.2E-S <5.6E.B 1.15E-T <5.6E-B <5.1E-B <1.4E-7 <1.3E-7 <8.9E.& 552 Site A 07/18/89 <1. TE. 7 subbase xO.ZE-T el.3E-S s0.17E-T

<1.9E-7 <5.2E-S 5.03E-T <T.OE-S 1.04E-7 <1.1E 7 <5.3E 8 <6.2E 8 1.35E-T <5.4E-S <5.7E-B <1.5E-T <1.5E-B <8.7E-B 431 Site A-1 07/24/89 AO.ZTE-T z0.16E-T 10.1&E 7

<4. BE-8 6;83E-7 <5.5E-B 1.22E-T <1.0E-7 <4.2E-B <4.7E-S 1.&CE-7 <4.6E-B <5.2E-S <1.4E-7 <1.3E-7 <7.4E.S 412 Site A-2 07/24/89 <1. SE-7 x0.25E-7 0 ~ 14E-7 x0.17E-T

<6.1E-B 6.69E-7 <6.5E-B 1.82E-7 <1.4E-T <4.8E-S <5.4E-S 1.95E-7 <6.0E-S <6.4E.S <1.7E-7 <1.9E-T <9.5E-B 464 Site A-3 OT/2C/8'9 <1.7E-T s0.33E-T AO.ZOE-T tO.ZZE-T

<7.8E-B 1. 90E. 6 <<8. 1E-8 4.11E-7 <1.6E-T <6.7E-S <6.2E-B 5.03E-7 <7.6E-S S.CE-B <2.3E-7 <1.9E-7 <1.3& 7 3CB Site A-C (c) 07/2C/89 <2.CE-7 s0.05E-6 0.29E-T z0.32E-T

<6.7E-S 1.06E-6 <7. 6E-8 2. 4&E-7 <1.5E-7 <5.4E.B <7.9E.S 2.62E-7 <T.OE 8 <7.0E-B <<2.0E-7 <1.6E-7 <1.2E 7 4&4 Site A-5 (d) 07/2C/89 <Z.1E-7 O.OCE-6 O.ZCE-7 a0.26E-T

'ite A-6 07/24/89 <1.9E.7 <5.2E-B 3.&CE-T <7.9E-B 5.53E-7 <1.1E-7 <5.2E-B <6.CE.B 1.08E-7 <5.4E-B <5.5E.S <1.7E-7 <1.4E-T <8.4E.B 486 zO.ZZE 7 0.33E-T z0. ISE-T Table 4.0-2

SLUOCE SAHPLES FROM MRF LANOFILL GAHHA SPECTROSCOPf RESULIS In uCI/O Second Interia Report Saapie Saapie Collected Oate Ba-140 Co-5& Co 60 ., Cs-13C Cs.137 Fe.59 1-131 La-ICO Hn-5C Mb-95 Sb-12C Sb-125 Zn-65 Zr-95 Size 0 Site A-T 07/24/89 <3.2E-T <I. IE-7 1.58E-6 <<1.2E-T 3.22E-7 <Z.OE-T <8.5E-S <<9.?E 8 4.03E-7 <1.2E-7 <<1.2E-7 <3.4E-7 <3.1E-T <1.9E-7 3?9 0.07E-6 s0.3&E-T sO.CZE-T Site A-8 07/27/89 <2.?E-T <<6.6E-S 9.05E-? -, <6.8E-S 2.0E 7 <<1.5E-7 <S.SE-S <7.4E.S 2.8E-7 <6.TE-B <<6.CE-B <1.9E-7 <1.9E 7 <1.2E-T 4?8 surface z0.35E-T O.ZE-7 sO.ZE-T Site A.S 07/27/89 <3.8E-7 <1. IE-7 1.C7E-6 <1.2E-7 2 'E-7 <2.38-7 <1.1E-T <1.'IE 7 7.0E-T <1.2E 7 <9.?E.S <3.1E-7 <3.0E 7 <1.&E-7 C15 interface s0.068-6 s0.3E-T O.CE-7 Site h 8 07/2T/S9 <1.6E-7 <4.6E-B <7;2E-8 <C.IE-S <6.0E-S "<<1.2E-7 <5.2E-S <6.5E-S <5.0E-B <5.0E-B <4.2E-S <1.1E-7 <1.3E-? <8.?E-B 698 subbase Site A.S 07/24/89 <4.0E-7 <I. IE-7 1.56E-6 4.31E-T '1.67E-6 <2.4E-T <I ~ 1E-7 <I. IE-7 3.7'IE-7 '1.1E-T <1.1E-7 <3.?E.7 <3.0E-7 <2.1E-7 392 s0.06E-6 s0.2&E-T s0.088-6 zO.CZE-T Site A-9 07/27/89 <3.1E-T 8.5E-B 8;59E <<9.7E-S I.1E-7 '<1.&E-7 <9.TE 8 <8.9E 8 2.6E-7 <9.1E 8 <9.?E.S <2.4E-T <2.7E-7 <1.3E-7 480

'0.43E-T sO.ZE-? z0.3E-T Site A.IO OT/27/89 <Z.8E 7 <7.4E-S 7.87E-7 2.04E-7 8.02E-7 <<1.6E-T <<9. IE-8 <7.0E-B 2.0E-7 <S.TE 8 <7.8E.B <<2.2E 7 <1.9E-T <I.IE-T 481

'O.C1E-7 z0.1?E-T 0.49E-7 sO.ZE-T Site A-11 07/27/89 <3.6E-T <I.lf-l 2;3OE-6 <9.7E-S 3.3E-? <2.2E-7 <1.2E-7 <<1.2E-7 6.1E-7 <I.OE 7 <1.1E-7 <<2.9E-7 <2.8E-T <I.BE-7 352

~ 0.06E-6 a0.3E-T 'O.CE-7 Si te A-12 (e) 07/2?/89 <1.9E-7 <<6.3E-S 7;SE-7 <6.6E-S 9.5E-S <I.CE-T <5.3E-B <<6.6E-& l.'9E-7 <6.9E-B <<6.CE-S <1.9E-7 <<1.6E-T <I IE 7 487

'0.3E.T z1.7E-B s0.2E-T

SLUOGE SAHPLES FRCH llRF LANOF ILL GAHHA SPECTROSCOPZ RESULTS in uCi/G Second interim Report Saaiple Sanple Collected Gate Ga-140 Co-58 Co-60 Cs-134 Cs-137 Fe-59 1-131 La-1CO Hn-5C ub-95 Sb-124 Sb-125 Zn-65 Zr-95 8 1 ze 0 Site A-13 07/27/89 <3.9E.7 <9.3E.B 9.91E-7 <1.0E-7 2.2E-7 <2;1E-7 <1.2E-T <1.5E-T 2.6E-7 <9.9E-B <1.4E-T <2.6E-7 <2.2E-7 <1.6E-T 443 s0.52E-T s0.3E-T sO.CE-T

,Site A-14 07/27/89 <2.7E-7 <7.0E 8 5.03E.7 <B.OE-S 2.6E 7 <1.5E-7 <8.1E-S <1.0E 7 1.1E-7 <7.2E-S <B.OE.S <1.9E-T <1 9E-T <1.2E-7 585 s0.31E-T s0.3E-T xO.ZE-T 6.7E-7 <7.1E-S 2.9E-7 <<7.9E-B <<B.CE-B <2.2E-7 <1.9E-7 <1.3E-7 456 Site A-15 (f) 07/27/89 <2.SE.T <T.BE-B 1.22E-6 1.9E-7 <1.5E-7 . <9.1E-B 0.04E-6 e0.1E-7 0.4E-T '0.3E-T

<9.5E-B T.TBE-7 <9.2E-B 1.6E 7 <2. 1E-7 <7. BE-B <1;1E-T 1.9E-T <1.1E-7 <7.5E-B <<2.5E-T <2.4E 7 <1.5E-T 460 Site A-16 07/27/89 <2.5E-T z0.46E-T s0.3E-T 0.3E-T

<3.8E-B 1.34E-7 <3.9E-S '<C.BE.B <8.2E-S <5.3E-B <6.7E-S <5.0E-B <<C.CE-B <C.2E-S <1 2E.T <1.1E-7 <6.3E-B 527 Site A-17 08/03/89 <1.9E-7 ~

s0.13E-T Site A-18 08/03/89 <1.9E-7 <C.CE.B <8.2E-S <4.9E-B <5.2E-S <9.'9E-B <<6.7E-S <6.2E-S <5;Sc-8 <5.2E-B <C.SE-B <1.3E-7 <9.6E-B <B.SE-B 550 r

<<3.1E-S <5.9E-S <2.9E-B <3.4E-S <5.8E-B <2.7E-S <3.6E-B <3.9E-B <2.SE-S <2.9E-S <7.9E-B <T.OE-B <4.9E-S 517 Site A-19 08/03/89 .<<9.CE-S

<3.2E-B <5.3E-B <3.2E-B <3.9E 8 "

<5.3E-S <3.1E.S <3.2E-B <4.2E-B <3.4E-B <Z.BE.B <9.4E-B <<9.2E-B <5.8E-S 539 Site A-ZO 08/03/89 <1.1E-T

<3.2E-B <4.3E-S <2.9E-B <3.CE-B <6.8E-B <4.4E-S <5.4E-B <3.2E-B <4.0E-B <3.2E-B <8.2E-S <7.5E.S <5.2E-S 497 Site A-21 08/03/89 <1.4E-7 Site A-22 08/03/89 <1.1E-7 <3.CE-B <5.3E-B <4.3E-S <4.6E-B <B.OE-B <4.1E-B <6.1E-B <4 'E-8 <4.3E-B <3.6E-B <'1.0E-7 . <8.6'E.B <5.9E-S 516

. <<6.7E-B <3.3E-S <4.3E.B <9.3E-S <5;SE-8 <<5.2E-B <3.9E-B <4.7E-S <C.OE-B <<9.1E-B <1.3E-T <7.2E 8 586 Site A-23 08/03/89 <1.5E-7 4.0E-B Table 4.0-2

0 0

SLUOGE SAHPLES FROH LVF LANOFILL GAHHA SPECtROSCOPT RESULTS in oCi/G Second lnterin Report saayie Sarple Coilect& Dote Ba-1CO Co-58 Co-60 Cs-134 Cs-137 Fe-59 1-131 Le-140 Hn-5C Mb-95 Sb-12C Sb-125 Zn-65 Zr-95 Size G Site A-2C 08/03/89 <1.3E-7 <3.5E-B 1.9E-7 <3.8E-B 7.2E-S <7.9E-S <3.5E-B <C.SE-S 4.5E 8 <4.1E-B <C.OE-B <1 ~ 1E-7 <9.7E.B <6.3E-S 478 s0.1E-T e1.1E-S s0.9E-S Site A-25 08/03/89 <1.2E-7 <3.1E-B 3.0E-7 <3.6E-B 6.5E-S <7.6E-B <5.3E-B <C.OE-B T.BE-B <3.5E-S <3.5E-B <1.0E-T <1.0E-7 <6.6E-S 511 s0.2E-T Ri.OE-S s1.0E-S Site A-26 (g) 08/03/89 <1.8E-7 <3.8E-S 2.268-7 <4.6E-S 1.2E-7 <8.7E-B <4:BE-8 <5.5E-B S.OE-B <4.5E-B <3.5E-S <1.1E-7 <1.0E.7 <6.7E.B 552 s0.14E-7 s0.1E-7 s1.1E-B Site A-27 08/03/89 <1.7E-7 <5.1E.B 4.96E-7 <C.BE-B 1.2E-T <1.0E-7 <5.3E.S <5.6E 8 1.73E-7 <4.5E-B <C.CE-B <1.3E-7 <1-1E-7 <7.4E 8 5CC s0.22E.T s0.1E-7 s.16E-T Site A.28 08/03/89 <6.9E-S <2.2E-S <2.8E-B <2.0E-S 1.2E-S <4 9E-B <2.2E-B <2.4E-B <2.1E 8 <2.3E-S <2.0E-S <5.5E-B <5.4E-S <3.8E-S 599 sO.CE-S Site A-29 08/03/89 <1.5E-7 <3.5E-S 1.3E-7 <3.7E-B <5.4E-S <9.9E-S <4.8E-B <5.2E-B <5.1E-S <4.SE-B <3.8E-B <1.0E-T <T.TE-B <6.4E-S 540 s0.1E-T Site A-30 08/03/89 <1.9E-7 <5.1E-B . . C.7E-7 <5.5E-B 1.2E-T <1.1E-T <6.1E-B <5.0E 8 1.CE.7 <5.4E-S <5.7E.B <1.4E-7 <1.3E.7 <B.SE-S 511 s0.2E-T s0.1E-T s0.2E-T Site A-31 08/03/89 <1.8E-T <5.2E-S 5.62E-7 <6.7E-S 2-7E-7 <1.3E-7 <6.4E-S <5.4E S 1.6E.7 <6.5E.S <6.3E 8 <1.5E-7 <1.3E-7 <9.9E-B 5C9 0.3E-T x0.2E-T s0.2E-T Site A.32 08/03/89 <1.5E-7 <3.6E-S 2. 15E-7 <3.5E-B <5.0E-S <S.BE-S <C.TE-B <5.0E-B 4.6E-S <C.SE-B <3.6E-B <1.0E-7 <9.4E-S <6.7E.B 556 s0.15E-T s1.1E-S Table 4.0-2

SLUOGE SAHPLES FROM MRF LANDFILL GABE SPECtROSCOPY RESULTS In uCI/O Second Interim Report Sample Saapie Collected Gate Ba-140 Co-58 Co-60 Cs-134 Cs-137 Fe 59 I 131 La-140 Hn-54 Rb-95 Sb-12C Sb-125 Zn-65 Zr-95 site 0)

Site A-33 08/03/89 <1.6E'-7 <4.0E-B <5.3E-S <4.0E-S <<C.OE-B <S.5E-S <<3.8E.B <5.9E-B <<4.6E-B <CeCE 8 <<CrOE 8 9oCE S <1eZE 7 <<TeIE 8 5CD Site A-3C 08/03/89 <1.6E-7 <<4.6E-S <<5.9E-S <3.CE-B <C.TE-S <1.0E-7 <6.1E-S <7.6E.B <C.6E.B <5.2E 8 <4.0E 8 <1.1E-7 <1.1E-7 <T.BE-B 560 Site A-35 08/03/S9 <1.5E-T <3.5E-S <<3.3E-S <3.5E-S <<3.5E-B <6'.9E-8 <5.0E-B <5.5E.B 3.0E-B <C.OE-S 2.8E-S <8.6E-S B.CE-B <5.5E-B 528 Site A-36 OS/03/89 <8.7E-S <2.3E-B I

<3.1E 8 <2.7E-S <3.1E-S <5.3E-S <<3.9E-S <3.2E-S <Z.3E-S <3.0E.S <Z.SE-B <8.2E 8 <6.3E-S <5.1E-B 465 Site A-37 (h) 08/03/89 <2.3E-7 <5.7E-S 1.85E-6 <<6.5E-S 2.72E-7 <I.CE-7 <7.1E-B <6.5E-B 4.07E-7 <6.7E-B <5.7E-S <1.6E-7 <<1.3E-7 <1.0E 7 416 xO.OCE-6 eO.ZOE-T t0.25E-T Site A-38 08/09/89 <2.9E-T <7.5E-B 8. 1E-7 1.1E-7 4.7E-T <1.5E-7 <9.1E-S <7.9E-S 1.6E 7 <7.7E-S <7.3E-B <2.2E-7 <2.2E-7 <1.2E-7 465 tO.CE-T sO. IE-7 s0.3E-T tO.ZE.T Site A-39 08/09/89 <1.2E-7 <3.3E-S 1.34E-7 <3.3E-B <C.OE-B <7.5E-7 <C.7E-S <C.IE-B 3.9E 8 <4.3E.B <3.5E.S <9.OE-B <S.SE-S <5.6E.T 453 s0.13E-7 Site A-40 08/09/89 <<Z.OE-7 <<4.8E-S 2.2E-7 <6.2E-S I.CE-7 <1.2E-7 <6.0E-S <5.7E-S 4.6E-B <5.]E-S <C.TE.S <1.4E-T <1.6E-7 <8.7E-S 518 tO.ZE-T tO.ZE-T 61.3E.S Site A-41 08/09/89 <<Z.IE-T <4.7E-S 2.CE-T <6.6E-B 1.7E-7 <1.3E-7 <7.9E.B <<6.7E-S <7. IE-8 <5.6E-B <<6.3E.S <1.5E.7 <1.2E-7 <8.7E.S 48Z IO.ZE-T sO.ZE-T Site A-CZ 08/09/89 <<2.0E-7 <<6-BE-8 2.7E-7 <5.8E-S 4.3E-B <1.5E.B <6.9E-B <<7.1E 8 <9.OE 8 <6.7E.B <6.OE-B <1.5E-S <1.3E-T <1.1E-7 536 60.3E-7 tI.CE-S Site A-C3 08/09/89 <<1.7E-T <2.6E-B <5.4E-B <3.CE-B <C.SE-B <S.9E-7 <5.7E-B <6.6E-B <3.9E-B <C.7E-B <<3.4E-B <<9.7E-B <1.1E-T <<6.2E-S C76 Table 4.0-2

SLODCE SAHPLES FROH IRF LANDFILL OAHHA SPECTROSCOPT RESVLTS in uCI/0 Second Interim Report Sac@le Saapie Collected Date Ba-ICO Co-58 Co-60 Cs-134 Cs-137 Fe-'59 1-131 La-1CO Hn-5C Nb-95 Sb-124 Sb-125 Zn-65 Zr-95 Size 0 Site A-4C 08/09/89 <1.6E-7 <<C.IE-S 3.36E-7 <4.6E 8 4.6E-S <1.0E-7 <5.2E-S <6.3E S 4.9E-S <C.6E-S <4.5E-S <1.2E-7 <1.1E-7 <7.SE-S 472 t0.19E-7 s1.1E-S RI. IE-8 Site A-45 08/09/89 <2.0E-7 <C.lE-S <7.3E.S <4.8E-S <5.8E-B <1.3E-7 <6.2E-B 5.7E-B <6.0E-B <5.3E-B <4.9E-S <1.3E-7 <9.1E-S <<6.6E-S 51C Site A-C6 08/15/89 <1.2E.7 <<2.5E-B <2.9E-S <2.9E-S <3.7E-S <6.3E.S <3.5E-S <C.7E.B <3.2E-S <3.0E-B <2.7E-B <8.9E-S <8.6E 8 <5.6E 8 509 S i te A-47 08/15/89 <1.4E-7 <4.1E-B <C.SE-B <3.9E-B <4.2E-S <8.6E-S <3.7E-S <7.0E-S <3.9E-S <4.9E-S <3.7E-S <1.1E-7 <<1.1E-7 <<9.0E-S '44 Site A-48 08/15/89 <I ~ 5E-7 <3.9E-B ~ <<C.1E-B <C.OE-S <<C ~ IE-8 <'8.7E-B <4.7E-S <5.7E-S <4.6E-B 4.3E-B <C.OE-B <1.1E-7 <1.2E-7 <7.8E 8 531 Site A-49 08/15/89 <1.1E-7 <3.2E-S 1.2E-7 <C.1E-S <5.7E-B <9.6E-B <3.9E-S <C.9E-S <5.1E-S <4.3E-S <4.3E-S <1.1E-7 <1.3E-7 <6.6E-S 599 0.1E-7

<1.8E-7 <4.7E-B 4.93E-7 <6.0E-S 1.2E-7 <1.3E-7 <4.8E-S <5.3E-B 1.2E-7 <5.0E-B <5.6E-S <1.5E-7 <4.6E.B <1.5E.7 51C Site A.50 08/15/89 10.26E-7 s0.2E-7 a0.2E-7 Site A-51 08/15/89 <1.7E-7 <4.6E-S <7.8E-S <4.8E-G <5.3E-B <S.7E-B <4.3E-S <5.6E-B 5.5E-B <C.BE-S <C.1E-B <1.2E-7 <1.3E-7 <7.3E-S 605

<7.3E-S 1.15E-6 1.3E-7 5.2E-7 <1.5E-7 <<6.9E-S <<8.2E-B 3.3E.7 <B.OE.S <<9.5E-G <2.3E-7 <2.1E-7 <1.4E-7 503 Site A-52 08/15/89 <2.6E 7 tO.OCE.6 sO ~ IE-7 tO.CE-7 0.3E-7 Site A-53 08/]5/89 <1.4E-7 <3.6E.S 1.2E.7 <4.4E-S <4.9E-B <8.6F-S <3.8E-B'C.IE-B <<5.7E-B <3.9E-S <3.8E-B <'1.2E-7 <1.3E-7 <7.0E 8 525

0. IE-7

<3.8E-S <4.7E-S <I.IE-7 <4.2E-S <<5.5E-B <5.1E-S <5.CE-S <4.1E-S <1.2E-7 <1.CE-7 <9.3E 8 582 Site A-54 OS/15/89 <I.SE-7 <C.2E.B <<C.3E-G

<1.6E-7 <<5.3E-G <3.7E-S <<C.7E-S <9.0E-B <4.5E 8 <5.8E-S <C.9E-S <C.5E-B <<3.2E-B <1,2E-7 <1.0E-7 <7.9E 8 525 Site A-SS 08/15/89 <C.OE-G Table 4.0-2

0 SLUDGE SAMPLES FROM I'RF LANDFILL GAMMA SPECTROSCOPT RESULTS in uCi/G Second interim Report Saayle Saayle Collected Date 'a-140 Co-58 Co-60 Cs.134 Cs-137 Fe-59 1-131 La-1CO Mn-5C Mb-95 Sb-124 Sb-125 Zn-65 Zr-95 Size 0 Site A-56 08/15/89 <1.1E-7 <3.0E-B <3.8E-B <2.8E-B <3.7E-B <6.4E-B <3.2E-S <2.5E-S <3.1E.S <3.5E-S <2.9E-B <?.BE-B <<7.6E-S <5.8E-S 540 Site A-57 08/15/89 <1 'E-7 <3 'E-8 1.?BE-7 <4.0E-S <5.3E-B <9-2E-8 <3.9E-S <5.6E-B <5.1E.B <4.5E-S <4.0E-S <1.2E-7 <1.1E-? <6.CE-B 529 x0.13E-?

Site A-58 08/15/89 <1.9E-7 <C.SE-B, <1.2E-7 <5.9E-S <7.6E-B <1.1E-7 <4.6E-B <5.6E-B <7.CE 8 <6. 1E-8 <5.0E-B <1.5E-? <1.2E-7 <9.1E.S 515 Site A-59 08/15/89 <1.7E-T <4.8E-S <6.5E-B <C.5E-B <5.1E-S <1.0E-7 <C.SE:8 <5.1E-S <C.6E.S <C.3E-B <C.CE-S <1.1E-7 <1.5E-T <7.?E-B 580 Site A-60 08/15/89 <2.2E-7 <7.1E-S 8.41E-T <9.2E-B 1.?E-7 <1.4E-7 <6.1E-S"'5.5E 8 1.CE-7 <6.2E-B <6.9E-S <1.9E-7 <1.9E-7 <9.9E.S CB9 s0.3?E-? s0.2E-T a0.2E-?

Site A-61 08/15/89 <8.1E-B <2';3E-8 <3.2E-S <2.4E-'8 <2.9E-S <5.?E-8 <2.5E-S <3.1E.B <2.6E-S <2.5E-B <2.3E-B <7.4E-B <5 'E-S <C.1E-S 51C Site A-62 08/15/89 <1.6E-? <4.2E-S <6.4E-S <4.2E-S <5.2E-S <7.6E.B <5.0E-B <7.CE-B <<4.9E-S <5.1E-B <3.7E-S <1.2E-7 <1.0E-7 <7.7E-B 502 4

Site A-63 08/15/89 <1.0E-T <3.2E-S <3.1E-S <2.?E-S <3.2E-B <4.6E-S <3.9E.S <3.2E.S <2.8E.S <3 9E-S <2.9E-S <8.9E-S <6.6E-B <5.0E.B 467 Site A-64 08/15/89 <1.5E-7 <C.7E-B <5.3E-B <5.2E-S <5.5E-S <<7.2E-S <C.OE-S <5.4E-S <4.1E-S <5.0E-B <3.7E.B <1.1E-7 <1.1E-7 <6.7E-S 507

<2 ?E-8 <2.9E-B <2 5E-B <<2.8E-B <4.6E 8 <3.2E 8 <C.CE 8 <2.3E S <3.5E-B <2.6E-B <6.9E-B <T.TE-B <5.1E-S C62 Site A-65 08/15/89 <1-OE-7 Site A-66 08/15/89 <1.1E-7 <2.9E-B <4-6E-8 <3.0E-S <3.0E 8 <5.9E-S <3.6E-S <C.2E 8 <3 'E-8 <3.?E-8 <<3 1E-8 <8.2E-S <7.3E-B <5.8E-S 483 Site A-67 08/15/89 <1.6E-7 <5. 1E-8 2.0E-7 <6.?E-S 2.1E-T <1 'E-7 <<5.6E'-8 <7.?E 8 <<7.7E-B <5.CE-B <6.4E-B <1.6E-T <1.?E-7 <8.5E-B 51?

s0.2E-? 0.2E 7 Yahle 4.0-2

SLMGE SAHPLES FROH MRF LANDFtLL GAHHA SPECTROSCOPT RESULTS fn uCt/G Second Interim RePort Saayte Sa~te Collected Oate . Ba-140 Co-58 Co-60 Cs-134 Cs-137 Fe-59 '-131 La-140 Hn-5C Mb-95 Sb-124 Sb-125 Zn-65 Zr-95 Sfze G Site A-68 08/15/89 <2 5E-7 <6.0E-B, 5.56E-7 <6.SE-B 1. 1E-7 <1.3E-7 <6.4E-S <7.4E.B 1.4E-7 <7.3E-B <6.1E-B <1.8E-7 <1.6E-7 <1.1E-7 477 a0.31E-7 aO ~ 2E-7 a0.2E-7 Site A-69 08/15/89 <1.6'E-7 <C.1E-B 3.99E-T <4.4E-S 8.3E-B <9 ~ 1E-8 <4.7E-S <5.3E-S 1.1E-7 <C.TE-S <4.0E-B, <1.2E-T <1.1E-T <6.9E-B 475 aO.ZOE-7 at.2E-B a0.1E-T Site A-70 08/15/89 <1.5E-7 <5.7E-B 2.26E-7 <5.0E-S <7.5E-S <1.3E.7 <4.0E-B <C.9E-B <6.7E.S <5.7E-B <S.OE.S <1.4E-7 <1.3E-7 <8.9E-B 563 a0.20E-T Site A-71 08/22/89 <1.'9E-7 <5.0E-B <6.4E-S <4.5E-S <5.2E-S <1 'E-7 <6.6E-S <S.9E-S <C.6E-S <4.7E-B <4.3E-S <1.2E-B <1.4E-7 <9.8E-B 549 Site A-72 08/22/89 <1 TE-T <4.0E-S <4.9E.B <3.6E-B <4.8E-S <8.5E-S <5.6E 8 <4.BE 8 <3.9E-B <4 3E-8 <<3.3E 8 <1 1E 7 <<9.7E-S <7.5E-S 590 Site A-73 OS/22/89 <1.7E.7 <3.8E-S 6.1E-S <3.5E-B <C.3E-S <9.5E-S <5.6E-S <5.4E-B <<C.CE-B <4.9E-S <3.4E-S <1.0E 7 <1.1E-T <T.OE-B 552 Site A-TC . 08/22/89 <2.3E-7 <4.2E-S <T.3E 8 <5.7E-S <7.2E 8 <1.3E-7 <6.3E 8 <8.9E-S <<5.6E-S <6.3E-S <4.6E-B <1.3E.7 <1.6E-T <9.9E-B 550 Site A-75 08/22/89 <2.4E-7 <6.2E-S <4.5E-B <4.8E-B <6.3E-B <1.5E-7 <8.2E.B <8.5E-B <5.0E-B <6.1E-B <4.4E-S <1.3E.7 <1.6E-T <1.1E T 574 Site A-76 08/22/89 2.3E-7 <6.1E-S '5.4E-S

<5.6E-B

~

<6.6E-B <1.4E-7 <S.2E-B <1.OE-7 5.9E-S <<7.4E-B <<4.2E.B <1.3E-7 <1.7E-7 <<7.9F-B 629 Site A-77 08/22/S9 <2. OEt 7 <C .5E-8 <9.1E-B <4.7E-B 5.6E-S <1.1E-7 <6.OE-B <6.6E-B <6.IE S <5.5E-S <4.6E-B <1.1E-T <1.3E-T <<9.SE-S 522 Site A-78 08/22/89 <2.2E-7 <4.2E-S 1.1E-7 <5.5E-S <6.3E-S <1.2E-7 <<7.0E-S <<5.2E-S <6.0E 8 <6.1E-S <5.2E.S <1.CE-7 <1.CE 7 <'I.OE 7 556 a0.1E-T Site A-79 08/22/89 <1.6E.T <3.6E-B <5.1E-S <3.2E-B <C.6E-B <S.BE-S <4.3E-S <<C.9E-B <3.6E-S <3.7E-S <<3.5E-B <1.iE-7 <1.4E-7 <6.6E-B 479

h SLUDGE SAHPLES FROH URF LANDFILL GAHHA SPECIROSCOPY RESULIS in uCi/0 Second interim Report Sanple Sea@le Collected - Date Oa-140 Co-58 Co-60 Cs-134 Cs-13? - Fe-59 1-131 La-1CO Hn-54 Nb-95 Sb-124 Sb-125 2n-65 Zr-95 Size G Site A-80 08/22/89 <2.0E-7 <4.4E-S <7.5E-B <C;CE-8 <5.5E-S <8.6E-B <5.CE-S <<7.2E-B <<3.7E-S <C.9E-S <C.'5E-8 <1.2E 7 <1.1E-7 <6.BE-B 476 t

Site A-81 08/22/89 <<1.4E-7 <<3.2E-B <C.1E-B <<3.7E-S <4 2E 8 <<7 1E 8 <4.2E S <<4.CE-B <3.8E-S <C.7E-S <3.4E-B <9.0E-B <1.18.7 <6.3E 8 CBC Site A-SZ 08/22/89 <1.4E-7 <3.9E-B <6.1E-S <C.SE-S <5.1E-B <6.4E-S <C 6E 8 <4.8E-S <4.7E-S <4.0E-S <4.2E-B <<1 ~ 1E-7 <1-OE-7 <6.8E-S. 496 Site A-83 08/22/89 <1.0E-7 <2;6E-8 <<3.6E-B <2.6E-B <3.6E-B <4.7E-S <3.3E-B <4.1E-S <2.3E-S <Z.5E 8 <Z.4E-S <<7.3E-S <6.2E-S <4.3E.B 421 Site A-84 08/22/89 <1.2E-7 <3.2E-S <2.7E-B <2.3E-B <3.2E-B <6.0E-S <4.7E-B <3.7E-B <2.9E-S <3.0E-B <Z.SE-B <7.4E-S <6.?E 8 <4.7E-S 533 Site A-85 08/22/89 <1.1E-T <2.8E-B <2.?E-S <3.0ErS <4. 1E-8 <4.?E-B <3.5E-B <3.6E-S <3.2E-B - <3.5E-S <2.9E-B <9.1E-B <7.2E-B <5.3E-S 468 Site A-86 08/22/89 <1.1E-7 <3.0E-S <3.9E-B <3.2E-B <3.7E-B <6.3E-S <C.IE-S <5.3E-S <3.3E-B <4.1E-S <3.2E-S <1.0E-7 <5.6E-S <6.3E.B 50S Site A-87 08/22/89 <1.CE-7 - <3.0E-S <C.BE-B <3.0E-S 2.2E.B <7.2E-S <5.1E.S <4.6E-B <3.2E-S <3.2E-B <3.0E-S <7.7E-S <6.7E.B <4.6E-S 450 s0.7E-B Site A-BS 08/22/89 <1.1E-T <2.?E-S <3.2E-S <2.7E-S <4.1E-B <6.7E-S <3.BE-B <5.4E.B <Z.BE-B <Z.BE-B <2.5E-B <8.6E-S <5.1E-B <5.4E-B 507

'Site A 89 08/30/89 <3;3E-7 <4.3E-S <C.CE-S <3.3E-B <C.CE-S <8.2E-B <1.BE-7 <1.2E-7 <4;OE-B <C.9E-S <<C.1E-S <9.6E-B <8.2E 8 <7.6E-S 550 Site A-90 08/30/89 <2.9E-7 <4.8E-B <4.2E-S <<3 'E-8 <4.?E-B <1.2E-? <1.3E-7 <1.5E-7 <4.2E-S <5.6E.B <4.1E-B <1.2E-7 <1.4E-7 <7.7E 8 606 5i te'-91 08/30/89 <2.3E-T <3.3E-S <3.0E.B <2.BE-B <3.5E-B <8.1E-S <1.3E-7 <5.9E-S <3.6E-B <4.1E-S <3.4E-B <7.8E-S <8.1E-S <6.1E-B 456

'I Site A-92 08/30/89 <2'.6E-7 <4.1E-S <3.4E-S <3.3E-S <3-7E-8 <8.5E-B <1.2E-7 <9.9E 8 <3.9E-B <5 1E-8 <3 7K-8 <9.4E-S <<8.7E-S <6.4E-S C81 Site A-93 08/30/89 <3.3E-? <4.7E.S <6.6E 8 <C. 1E-8 <3.9E-S <9.3E.S <1.3E-7 <1-1E-7 <3.1E-B <<5.0E-B <4.3E-S <1.1E-7 <9.8E 8 <7-3E 8 471 Table 4.0-2

SLUDGE SAHPLES FROH WRF LANDFILL I

GAHHA SPECTROSCOPY RESULTS fn uCI/O Second Interia Report Sac@le Sample Collected Date Ba-1CO Co-58 Co-60 Cs-13C Cs-137. Fe-59 1-131 La-140 Hn-5C Nb-95 Sb-12C Sb-125 Zn-65 Zr-95 Size 0 Site A-9C 08/30/89 <3.0E-? <4.?E-B <7.2E-S <4.8E-B <5.0E-B <1.0E-7 <1.6E-7 <1.5E-7 <C.CE-B <<5.9E-B <C.9E-B <1.2E-? <1.2E-7 <9.3E-B 472 Site A-95 08/30/89 <1.8E.? <3.0E-S <C.CE-S <2.?E-S <3.2E 8 <7.4E 8 <1.0E-7 <7.2E.S 2;5E 8 <4.3E-S <3.3E-B <B.OE-B <<6.9E-S <5.8E.S C72 s0.?E-S Site A.96 08/30/89 <1.1E-7 <3.1E-S <C.CE-S <2.5E-S <3.2E-B <6.8E-B <4.3E-B <4.CE-B <3.4E-B <3.5E-B <2.?E-B <7.1E-B <7.5E-S <5.2E-B 582 Site A-97 08/30/89 (1;7E-7 <3.2E-S <3.4E-B <3.0E-S <3.6E-B <6.0E-S <5.4E-S (4.9E-B <3.2E-B <3.6E-B <3.0E-S <9.2E-B <6.3E-S <5.7E-B 478 Site A-9S 08/30/89 <1.2E-7 <2.5E-S <2.6E-S <2.3E-B <3.1E-B 5.3E-S <C.2E-S <<3.7E.S <2.5E 8 <3.0E S <2.3E.S <5.7E-B <<6.2E.S <4.8E-B 463 Site A-99 08/30/89 <3.1E-7 <4.3E-B <4.9E-S <4.1E-B <5.0E-S <1.2E-7 <1.5E-? <7.7E.B <<4.3E 8 <5.9E-B <3.9E 8 <1.1E-7 <9.2E 8 <7.0E-S 467 S i te A-100 08/30/89 <2 3E-7 <3.1E-B <3.3E-B <<2.9E 8 <3.0E-B <6.?E 8 <1.2E-7 <B.CE-B <2.8E-S <4.1E-B <3.4E-S <<8.3E-S <6.3E-S <5.5E-B 492

(

Site A-10'I 08/30/89'2.7E 7 <3.7E-B <6.2E-S <<3.5E-B <C.OE-S <<9.9E-S <1.4E-? <1.1E-7 <4.4E-S <5.8E-S <4.1E.B <1.0E-7 <9.1E-B I <8.6E.B 492 Site A-102 08/30/89 <2.0E.7 <3.7E.B <5.6E-B <3.0E-S <3 9E.S <<8.9E-S <7.1E-S 6.6E-S <4.CE-B <4.5E-S <3.6E.S <9.7E.S <8.4E-S <<6.4E.S 499 Site A-103 08/30/89 <1.5E-7 <2.CE-S <3.1E S <2.5E-B 2.9E-S <4.9E.S <6.8E-S <4.4E-S <Z.SE-B <3.5E-S <2.7E-B <7.7E-B <6.5E-S <4.7E.B 434 Site A-104 OS/30/89 <I. IE-? <2.0E-B <2.1E.B <<I.BE-B <2.3E-S <4 ~ 1E-8 <3.9E-S <<2.8E-S <2.4E-B <Z.6E-B <1.9E.B <6.0E-B <4.6E-B <3.BE-B 485 Site A-105 08/30/89 <9.7E.S <2.8E-B <C.ZE-S <2.9E-B <3.7E-S <6.2E-B ~ <3.4E.B <4.5E;8 <2.6E 8 <3.2E-S <3:1E-8 <7.8E-B <7.4E-S <5.3E-B 44C Site A-106 08/30/89 <1.8E.? <3.8E-S <4.9E.S <3.2E-S <3.9E-B <<7.4E-B <<4.8E-B <<5.7E-B <<4.3E.S <<3.8E.B <3.7E.S 8.6E-B .<7.9E-B <5.?E.S 482 Table /I.0-2

SLUDGE SAMPLES FROH 'LlRF LAMDFILL GAFNA SPEC1ROSCOPY RESULTS in vCi/G Second interim Report Sompie Sample Collected Dote . Ba-140 Co-5S Co-60 Cs.134 Cs-137 Fe-59 1-131 La-140 Hn.54 Mb-95 Sb.12C Sb-125 Zn-65 Zr-95 Size G)

Site A-107 08/30/89 <1.6E.7 <C.3E.S <C.2E-S <3.3E.B <4.3E.B <7.1E-B <5.8E-S <7.28-8 <3.5E 8 <4.7E 8 <3.8E 8 <<B.BE 8 <8.7E 8 <6.3E 8 463 Site A-'108 08/30/89 <1.8E-T <3.8E.S <5.9E-B <3.5E-B <C.BE-S <9.6E-B <<6.8E-S <6.2E-B <4.2E-S <<5.1E-S <3.7E'8 <9.0E-B <1.0E 7 <7.6E S 657 Site A.109 08/30/89 <1.5E-7 <<C.OE.B<<C.9E-S <3.2E-S <<4.3E-B <<8.6E-B <5.4E-B 6.1E-B <<4.1E-S <<5.0E-B <3.3E.B <9.?E-S <8.9E-S 5.9E-B 551 Site A-110 08/30/89 <1.6E-T Z.9E-S 3.5E-S <Z.OE-B 2.0E-S T.OE-S 6.?E-& <5.3E-B <2.8E-B 3.5E-S <2.CE.S <<6.5E-B <5.9E-S <5.0E-B ~

695 s0.5E-S Site A-111 08/30/89 <C.OE-7 <5.9E.S 1.3E-7 <6.3E-B <7.6E-S <1.5E-S <2.0E-7 <1.8E-7 <B.CE-B <7.9E.S <6.8E.B <1.4E 7 <1.4E.T <1.0E.7 565 0.2E.7 Site A-112 08/30/89 <1.9E-T <3.8E-B <6.5E-S <3.5E-B <<C.9E-S <1.0E-S <7.3E-B <7.2E-B C.CE ~ 8 <4.9E-S <3.?E-S <1.1E-7 <9.4E-B <7.7E-B 506 Site A-113 08/30/89 <1.3E-T . <2.2E-B <2.6E-B <2.0E-B <2.3E.B <5.5E-S <5.9E-B <3.8E-S <Z.ZE-S <2.6E-S <2.2E-S <5.6E-S <5.4E-S <4.2E-B 531 Site A-114 OS/30/89 <1.2E 7 <Z.CE S <3.2E.S <2.2E-B <3. 1E.S <6.3E.S <5.2E-B <C.7E.S <2.?E-8 <2.9E-B <2.5E.B <6.8E-B <6. 1E.B <C.3E.S C89 site a-115 10/12/89 <<C.CE-T <5.5E-B <5.6E-S. <C.6E-S <5.0E-B <1.1E-7 Z.7E-T <Z.ZE-6 4.9E-B <6.5E-S <5.0E-B <1.CE-7 <1.4E-7 <1.2E-T 557 Site A.116 10/12/89 <3.CE-7 <C.OE-S <4.1E-S <2.8E-B <3.4E-B <9.6E-B <1.9E-T 9.6E-S 3.3E-B <C.BE-S <3 ~ CE-8 <7.6E-S <<8.7E-B <6.BE-S 60C Si te a. 11? 10/12/89 <3.?E-7 <<C.CE-S ~ <<5.1E-S <<3.CE-B <3.9E-B <1.2E-T <1.9E-T <1.2E-7 <3.9E-B <5.6E.S <4.1E S <9.7E.B <1.2E.7 <7.2E 8 666 Site A.118 10/12/89 <3.CE 7 <C.OE.B <<3.5E.S <2.9E.B <3.5E 8 <9.3E-S <1.?E-T <1.2E-7 <3.5E.S <5.5E.B <3.BE.S <7.5E.S <8.3E.S <7.3E 8 649 Site A.119 10/12/89 C.CE.7 <C.OE-S <<C.2E-S <C.3E-B C.SE-B 8.3E-S <2-.0E-T <<1.8E-7 3.28-8 6.0E-B 5.3E-S <1.2E-7 <1.2E-7 <<S.SE.S 506 Table 4.0-2

SLUDGE SAHPLES FROH VRF LARDFILL GAHHA SPECIROSCOPT RESULTS in uCi/G Second Interim Report Saepi e Saepte Co>lected Ba.140 Co.58 Co.60 Cs-13C Cs-137 Fe-59 I 131 La-140 Hn-5C Nb-95 Sb 12C Sb-125 Zn.65 Zr-95 Site G)

Site A-120 10/12/89 <3.3E-T <C.3E-B <<3.6E-S <3.5E-B <3.2E-B 9.0E-S <1.9E-7 I. IE-7 <<3.4E-B 5.1E-S, <3.7E-B <7.5E-S <<6.2E-S <<6.0E-B 483 Site A 121 10/12/89 <<3.2E 7 <4.6E 8 <<5.7E-S <3.4E-B <C.CE-S <S.CE.S <1.6E-T <9.7E-S <<3.9E 8 <6.7E-B <4.6E:8 <9.0E.S <I.OE.7 <<S.5E 8 5C4 Site A-122 10/12/89 <C.CE.T <C.6E 8 <<C.IE-B <C.2E-B <3.6E-S <I.IE-7 <I.BE.7 <6.3E-S <C.9E.B <7.2E-S <5.3E.B <1.3E-7 <'l.lEL7 <<9.1E.B 492 1

Site A-123 10/12/89 <2.6E-7 <3.7E.B <<C.OE 8 <2.7E 8 <3.6E 8 <B.CE.B <1.6E-7 <I.IE-7 . <3.3E 8 <<C.SE 8 <3.4E 8 <9.2E 8 <8.9E-B <<4.3E 8 537 Site B 07/18/89 <1.5E-7 <3.6E-S <6.0E-S <C.1E-S <5.2E-S <9.9E-7 <C.CE-S <<5.0E-B <C.6E-S <C.9E-B <3.3E-B <1.1E-T <1.2E-7 <<6.9E-S C09 surface Site 8 07/18/89 <9.9E.B <3.1E.S. <3.3E.S <2.9E S <3.1E-S 6.3E.S <2.7E.B 3.2E.B <3.0E 8 3.CE.B ~ <2.9E.7 <T.BE.T <8.6E-B <4.6E 8 575 interface Site B 07/18/89 <T.CE.B <I.BE-S <<2.5E 8 <2.3E-B <2.5E-S <C.IE-B <2.9E-B 2.3E-B ,

2.C'E S <2.7E 8 <2.2E.B <6.1E.S <C.4E.B <3.8E-B 550 subbase Site B.l 07/2C/89 <'I. IE.7 <3.8E-S <5.CE-S <3.CE-S <C.OE.S <6.CE-S <3.3E-B <<3.9E 8 <?.9E.S <3.7E-S <3.2E.S <I.OE.7 <S.CE-S <6.1E.S C67 Site S-2 07/24/89 <9.9E.B <2.8E-S <2.9E-B <2.9E.S <3.1E-B <5.6E-S <2.8E-S <4.7E-S <3.2E'8 <<3.3E.S <2.8E.B <7.8E-S <5.2E-B <C.BE.S 490 Site 8 3 . 07/24/89 <8.3E 8 <2.2E.S 8.7E-B <2.2E-B <3. IE-8 <4.9E.-S 2.6E-B <2.5E-B 3.0E.S <2.6E 8 <2.1E.S <7.2E 8 <6.0E S <C.IE 8 509 sO.TE-B s0.6E-B Site 8.3 OS/30/89 <4.6E-7 <5.7E-B <8.2E.S <5.4E-B <<6.1E-B c1.5E-7 <2.1E-7 <1.9E-7 <<6.3E.S .<<8.2E 8 <2.9E-B cl'.2E 7 <I,OE-7 <9.4E 8 464 (second san@Le)

TABLE /F.0-2

SLUDGE SAMPLES FRCN NRF LANDFILL GA)NQ SPECIROSCOPF RESULIS in vCI/O Second Interim Report Saepi e 5~I e Fe-59 1-131 La-ICO Vn-54 Nb-95 Sb-IZC Sb-125 Zn-65 Zr-95 Size 0)

Collected Date Ba-1CO Co-58 Co-60 Cs-13C Cs-137

<3.1E-S <7-6E 8 <4.2E 8 <C.CE-B <3.2E 8 <3-7E 8 <3-1E-8 <8.9E 8 <7.6E 8 <6.1E 8 C&2 Site B-C 07/24/89 <I.IE 7 <3 ~ CE 8 <3.CE 8 <4-3E 8

<'I.2E-7 <6.8E-S 9.3E.B <I.CE-7 <6.1E-S <I.OE-7 7.5E-S <6.0E-B <7.0E-S <1.7E-T <1.6'E-8 <9.2E-B C15 Site &-5 07/24/89 '<Z.CE-7 <6.?E.B 2.0E-S

<I.IE-T <I.IE-? <S.3E-& <8.4E-S <8.?E.S <2.5E-7 <2.0E-? <1.7E-7 330 Site 8.6 (i) 07/ZC/89 <2.9E-7 <<9.6E-S <I.OE.7 1.51E-T <1.7C-T <8.7E-B 0.27E-7

<I.OE-7 <5.6E-S <7.3E.S <4.3E.S <5.CE-B <4.9E-B <1.4E-T <I.OE 7 <9.6E-S 402 Site &-7 (j) 07/24/89 <I.'?E..7 .<5.0E-S <6.2E-B <5.0E-S 8.6E-B el.CE-B 5.5E-B <3.7E-S 7.8 -S B.CE-S <4.6E-B <5.4E-S 3.CE-S <C.IE-S <3.6E-S 9.8E-B <<8.9E-S 6.ZE-S* C26 Site 8-8 (k) 07/2C/89 <I.CE-7 <3.5E.S I.OE-S Site 8-9 08/30/89 <1.4E 7 <3.0E-S <C.BE 8 <3.6E.B <C.6E-S <7 7E-8 <C.3E-B <C.BE-S <3.1E-S <5.9E-S <C. IE-S, <1.1E-7 <7.8E-S <6.3E.B 421

<3.2E 8 <5.3E-B 6.1E-S C.SE-B <<6.OE-B <<4.3E-B <C.6E-B 4.IE-S <I.IE-T <I.IE-T <6.&E-B . 451 Site 8- 10 08/30/89 <1.6E-7 <C.4E ~ 8 <C.CE 8

<<1.5E-7 C.2E.S 3.9E.S <3.6E-B <C.SE-B <7.0E.S <C.9E 8 <<6.7E.S <<C.CE-B <C.3E.S C.OE.S <I.IE-7 <7.7E-B B.OE-S C3?

Site 8-11 08/30/89

<3.9E.S <3.9E-B <3.8E-S <<3.4E-S <5 'E-8 <C.OE-S <<6.2E-B <<C.OE-B <C.3E-B <3.SE-B <1.2E-T <I.OE-7 <5.1E-B C61 Site &-12 OS/30/89 <1.3E-7

<5.1E.B <T.OE.B <5.1E.B <<6.3E.B <<8.9E.S <5.2E.B <6.5E-S <5.0E 8 <C.SE-S <3.9E-B <1.3E.7 <1.3E 7 <7.5E.S 42C Site &-13 08/30/89 <1.&E.7

<<5;OE.S <4.2E 8 <4.4E 8 <<6i&E-8 <4.?E 8 5.1E ~ 8 <4.3E-B <C.?E-8 <<4.2E-S <1.2E-7 9.3E-S <7.0E.B 483 Site BrlC 08/30/89 <I.CE-7 <3.4E-S Site &-15 08/30/89 <1.6E 7 <C.SE.S <5.8E.S <3.9E 8 <5.0E-B 'S.BE 8 <C.SE-S <6.1E 8 <5.3E 8 <5.0E.S <4.3E.B <1.2E-T <9.OE-B <7.9E 8 CCI Table 4.0-2

Sl.UDGt SAHPLES FROH URF LANDFILL GAHHA SPECTROSCOPF RESUL1S in uCi/0 Second Interiaz Report Saeple Saayle Collected Date Ba-1CO Co-58 Co.60 Cs.13C Cs-13? Fe.59 l-131 ta-140 Hn-54 Nb-95 Sb.12C Sb-125 Zn-65 Zr.95 Size G)

Site 8-16 08/3D/89 <7.8E-S <2.6E-B <3.7E-S <<3.1E.S 3.2E-S <5.5E.S <<2.9E.S <4.0E-S <2.CE-S <3.0E-S 2.9F.-B <7.1E-B <6.CE-B <5.CE-B C56 Site 8-17 08/30/89 <1.9E-7 <C.2E ~ 8 <7.2E-S 6.0E-S 8.1E-S <1.2E-7 6'.2E-8 <?.SE-B <5.8E-S <5.5E-S <5.CE.B <1.4E-T <'1.6t-? <9.6E-B C39 Site C 0?/18/89 <2.3E.7 <5.5E.S <7.6E-B <7. IE.S 1. IE'.l <1.2E.T <<6.5t.S <8.7E-S <5 ~ 6E-8 <6.CE-B <6.2E.S <1.6E-7 <1.5E-7 <<9.9E.S 364 surface ?0.2E-?

Site C 07/18/89 1.8E-T <<4.6E-S 5.3E-? <<4.1E-B <<5.2E-B <<1.0E-7 6.3E-B <<7.7E-B 4.7E-S <5.7E-B <C.OE-B <9.6E-B <1.1E-7 <8.1E-B 5?2 interface Site C Ol/18/89 9.CE.B <2.1E.S <2.7E-B <1.9E.B <2.7E.B <C.OE.S 2.CE.S <2.6E.S <2.1E.S 2.5E-S <2.2E S <6.5E 8 <5.SE-S <C.OE.S 588 subbase Site C-1 07/2C/89 <1.9E-T <<5.0E-S <6.CE-B C.SE.B 6.7E.S '1.2E-T <5.9E.B <<6.9E-B <<4.?E.B <6.1E.B <C.2E.S <1.4E.S <1.3E-B <9.6E.S 526 Site C-2 07/2C/89 <'1.6E-7 <4.1E.B <5.3E-B <C.2E.S <6.0E.S <8.1E.S 5.3E-S <7.?E.S <C.6E.S 5.4E.B 4.3E.S <1.2E-7 <1.1E-7 <1.0E-7 500 Site C-3 ( I) 0?/2CI89 <1.5E-7 <<C.SE.S <C.2E-S <4.3E-S <C.9E-S <8.9E.B <5.1E-B <5.4E.S <4.0E.S <5.2E-B <C.OE.S <1.2E-S <9.7E-S <<7.0E-S C25-Site C-C 07/2C/89 <<I.BE-7 <4.9E-B <6.4E-S <<C.7E-B 7.5E.B <8.6E-S <5.5E-S <6.7E.S <4.7E.B <5.2E-S <C.CE-S <1.2E-? <1.2E-l <B.OE-? 416 "s 1.CE.S Site C-5 07/24/89 <2.1E 7 <7.1E-S <I.OE ? <7.3E 8 <1.1E.7 <1.6E-T <<7.0E-B <7.7E-S <<8.2E-S <7.8E-B <6.CE-S <1.7E-7 <1.3E-? <1.2E-7

' 458 Site C-6 07/24/89 <1.6E 7 <4.2E.S <4.7E 8 <3.6E-B <4 .2E.S <8.9E.S <5.0E-S <6.6E-S <<3.6E 8 <C.7E-B <3.5E-S <1.2E-T <1.3E-T <?.SE 8 445 Site C-7 07/2C/89 <1.6E.T <<3.5E.S <5.2E.S <5.2E-S 5.4E-S <1.2E.7 <5.3E-S <5.3E.S <<C.1E-S <C.CE.S <<4.1t'.S <1.2E-T <1.1E-7 <8.6E.S 457 Table 4.0-2

SLUDGE SAHPLES FROH lZRF LANDFILL GAHHA SPECTROSCOPT RESULTS in uCI/G Second Interim Report Sample Saaple Collected Date. Ba-1CO Co-58 Co-60 Cs-13C Cs-137 Fe-59 I -131 la-1CO Hn-5C Nb-95 Sb-12C Sb-125 Zn-65 Zr-95 Size 0 Site C-8 07/2C/89 <2.OE-? <4.7E-S <5.3E-S <5.0E-S <6.7E.B <1;2E-7 4.9E.B <6.7E-S C.BE-S <6.2E-S <C.BE-B <1.2E-? <1.1E-? <S.CE-S CCC Site D 07/18/S9 <1.9E.? <6.7E.B <<9.3E.S <7.6E.B 1.34E-T <1.6E-7 6.3E.B <I.OE-S <7.3E.B <8.9E-B <7.1E-S <1.8E-7 <2.1E-7 <1.5E-T COO s0.21E-7 Site E 07/18/89 <2.0E-? <6.6E-S <T.BE-S <6.7E-S 1. 16E-7 <1.5E-7 <<6.OE-S <8.1E-B <6.CE-B <7.1E-B 6.3E-S <1.6E-7 <<I.SE-? <1.1E-7 434 s0.16E.?

Site E 07/20/89 <1.6E-? <C.BE-B <<6.8E-S <5.1E-S 1.0E-7 <1.3E-? C.?E.S 6.3E-S <5.6E-B <5.7E-S <C.2E-B <<1.2E-? <1.CE-7 <9.CE-S CBZ (second saatzle) sO.IE-?

Site F 07/18/89 <<I.BE-T <<C.OE-7 <<C.2E-S <3.9E-S <4.7E-S 9.3E-S <6.5E-B <6.4E-B C.1E-1 C.SE-B <2.5E-7 <1.1E-? <1.1E-7 <6.9E 8 528 Site f-1 07/ZC/89 <1.3E-? <<3.2E-B <<4.9E-B 3.3E-B <C.7E-S <7.6E ~ 8 <3.3E ~ 8 <<3.7E-S <3.CE-S <C.6E-S <3.7E-S <8.6E-B <9.5E-S <5.9E-B 46C Site F-2 07/24/89 <I.CE-7 <3.7E-B <C.9E-S <3.9E-S <6.2E-S <8.4E-S <3.8E-S 6.1E-S <3.BE-B C.2E-S <3.8E-S <1.1E-T <1.3E-7 <7.CE-S 5C2 Site F-3 07/24/89 <1.1E-7 <2.9E-B <C.OE-S <3.0E-S 3.6E 8 <7.6E-S <3.CE-S <3.9E-S <3.4E-S <3.CE-B <2.8E-B <<S.SF,-S <?.BE-8 <5.0E.S . 558 sO.SE-S Site F-4 07/24/89 <I.CE-7 <4.0E-S <5.0E-B <3.6E.B <5.8E-S <7.?E 8 <4.3E.B <5.6E-B <C.CE-S <5.2E-B <3.6E-B <1.2E-T <1.2E.7 <6.6E-S 526 Site f.5 07/2C/89 <<I.SE-B <<C.9E-B <5.6E-S <C.7E-B <7.8E-B <1. IE-7 4.7E-S <<7.5E-B 5.0E-S <5.1E-S <C.6E.B <1.3E-? <1.2E-7 <9.1E-B 469 Site f-6 07/24/89, <<1.5E-? <4.3E.B 5.0E.B <3.7E-S 9.4E-S <8.7E-B <4.9E-S <3.8E-B <3.?E-S <C.CE-B <3.6E-S <1.1E-7 <1.1E-7 <T.OE-B CBS 1.1E.B Table 4.0-2

0 SLUOGE SAHPLES FROH MRf LANOFILL GAHHA SPECIROSCOPI RESULTS in uCI/O Second Interim Report Samoi e 5aapte Coii ected Gate - Ba-140 Co-5S Co-60 Cs-134 Cs.137 Fe-59 I.131 Le-140 Hn-54 Nb-95 Sb-12C Sb-125 Zn-&5 Zr -95 Site 0)

Site f-7 07/24/89 <<I.CE 7 <C.3E 8 <5.6E-S <3.3E-S C.9E-S <7.CE 8 <<4.2E.B <C.2E 8 <C.OE 8 <C.ZE 8 <3.5E.S <9.&E 8 <<8.&E.S <6.8E.B C&8 0.9E.S Site f-8 07/2C/89 <1.5E-7 <C.2E ~ 8 <5.5E ~ 8 <C. IE-8 S.IE-S <9.0E-S <<C.IE-S <3.7E-S <<4. IE.S <4.3E.B <4.1E-S <I.IE-7 <1.2E-7 <7.6E.B 428 1.2E-S Site G 07/18/89 <<2.6E.7 <<7.CE-S <8.9E-S <6.9E-S I;5&E-7 <1.9E-7 <<8.9E.B <I.CE 7 <7.5E.B <8.6E.S <6.4E.7 <1.9E-7 <2.3E-7 <1.2E-7 416 x0.24E-7 Si te H- I 07/27/89 <1.6E-7 <C.6E.B <5.0E-S <3.7E-S 5.4E-B <<9.5E-B 5.9E-S <<7.2E-B <4.BE-S <5.7E-S <<4.3E-S <I.IE-S <I.IE.S <B.OE.S CSC tl.3E-S Site H-2 07/27/89 <I.CE-7 4.1E-S 5.1E-S 4.0E-S <5.6E-S <8.2E-B <3.6E-B <5.3E 8 . <3.7' <5.0E 8 <4.3E-B <9.9E 8 <9.1E 8 <7.3E-S 506 Site H 3 07/27/89 <1.9E-7 <5.98 9 <6.1E-B <C.BE-S <6.5E 8 <1.2E 7 <6.7E 7 <&.7E S <5.6E-S <7.2E 8 <C.7E S <1.3E 7 <I.CE-7 <9.7E 8 506 Site H-C 07/27/89 <1.7E.7 . 4.6E-S C.OE-B 4. IE-8 <5.5E-S <1.18-7 <5.2E.S <5.7E 8 <C.5E.B <C.SE 8 <4.4E-B <1.1E-7 <9.2E-S <8.5E-B C&8 Site H.5 07/27/89 <1.5E.7 <3.8E-B <C.2E-S <3.3E-S <<5.2E 8 <8.3E-S <5.2E 8 <5.8E-B <3.9E 8 <3.&E-S <3.3E-B <9.4E-S <I.IE 8 <4.6E 8 530 Site H.6 07/27/89 <2.1E.7 5.6E-S 6.2E-S <5.6E-B <5.7E-S <1.2E-7 <<6.4E-B S.ZE-S <5.0E-S <5.6C-S <3.7E-S <I. IE-7 <I.IE-7 <9.7E-S 522 Site H-7 07/27/89 <1.5E 7 <3.5E-B <C.OE-S <<3.3E 8 <<4.3E 8 <S.IE-S <4.9E 8 <7.0E.B <2.7E 8 <C.OE 8 <3.3E-B <9.6E-S <9.2E 8 <<6.7E' 557 Site H 8 07/27/89 2.7E-7 <5.7E-S 7.0E-B 5.6E-S 6.9E-B 1.2E-7 7.8E-B 6.9E-B C.BE-S 7.0E-S <5.CE-S <1.4E-7 <1.2E-7 9.1E.B C&5 Site H.9 07/27/89 <1.7E-7 <4.4E-B <<3.9E-B <C.SE-S <5.SE-S <6.7E-S <6.3E-S <7.4E 8 <4.0E-B <5.0E.B <C.CE-B <I. IE-7 <1.2E-7 <7.2E 8 572

SLMGE SAHPLES FROH MRF LANDFILL QANHA SPECTROSCGPT RESULTS in uCi/0 Second lnterie Report

.Sample S aspic Collected Date Ba-140 Co-58 Co-60 Cs-13C Cs-13? Fe-59 1.131 l.a-lCO Hn-5C Hb-95 Sb-1ZC Sb-1Z5 ?n-65 Zr-95 Site (Ol Site H-10 07/27/89 <2.3E-7 <<3.8E-S <6.2E-B <5.5E-S <6.CE.S <1.3E-7 <6.5E.B 6.?E-S 5.?E-B <5.4E-S 5.5E-S <1.3E-7 <1.1E-T <9.9E-B C13 Site N-11 OT/2T/89 <<1.3E-7 <3.3E-B <C.3E-B <2.9E-S 3.4E-B <6.1E-S <<4.7E-S 3.6E-B <3.5E-S <3.8E-B <2.9E-S <7.7E-S <<7.9E-S 5.CE-S 4S1 Site H.12 07/2?/89 <<1.5E-7 <2.4E-S <<3.?E-B <3.9E-S <<3.5E-B <5.6E-S <C.BE-S <5.3E-B <<3.?E-B <4.4E-B <3.7E-B <9.6E-S <8.1E-B <7.0E-B 595 Site N-13 07/27/89 <i.CE-7 3.1E-S <3.1E-S <<3.1E 8 <3.3E 8 <6 TE.8 <C.6E.S <3 8E 8 <<3 2c 8 <3 TE 8 <3 5E.S <9.5E 8 <<8.?E.S <5.?E.B 480 Site H.14 07/27/89 <<T.CE-B <2.3E-B <2.3E-B <2.CE-S <2.?E.S <5.1E-S 2.8E.B <3.4E-S <2.7E-B <Z.TE-S <2.3E-S 5.9E-S <6.1E-S <3.9E-S 505 Site H-15 07/27/89 <1.7E-7 C.7E-S <6.6E-S <C.TE-B 6.1E-B <1.1E-7 <5.1E-B <6.?E.B <4.6E-B <5.3E-S <4.2E-B (1.2E.7 <'1.2E-7 <B.CE-S 493 Site N-16 OTIZ?/89 <Z.ZE-T <5.7E.S <<7.1E-B <5.8E-S <5.0E-B <1.1E-T <6.8E.S <7.8E.S <C.SE-S <5.4E-S <5.2E-S <1.4E-7 <1.6E-7 <7.9E.B 463 Site H.17 07/27/89 <<1.4E-7 <3.0E-B <3.9E-B <3.5E-S <5.3E-S <7.6E-B 6.2E.B <<6.3E-B <3.7E-B <<C.SE-B <3.4E-S <1.1E-7 <1.1E-7 <7.5E-B 514 Site H-18 07/27/89 <<8.3E-S <3.0E-S <2.9E-B <2.5E-B <3.7E-S <5.6E-B <Z.TE-B <<3.9E-S <<Z.SE-B <3.1E-S <2.5E-S <6.9E-S <T.BE-S <C.3E.S 536 Site H-19 07/27/89 <<1.7E-T <3.9E-S <<5.3E-S <<3.5E-S <C.BE-S <<S.4E-S <5.8E 8 <6.8E-B <4.2E-S <5.1E-S <3.9E-B <1.2E-7 <1.0E-7 <S.2E-S 4SZ Site H-20 07/27/89 <<1.8E-T <C.6E-S <5.4E S <5.1E.B <6.1E-S <8.6E-B <<6.1E 8 <6.8E'-8 <5.0E-B <C.3E-S <C.9E-S <1.2E-7 <1.3E-T <8.5E S 479 Site ll.21 '08/03/89 <Z.OE 7 <5.1E-B <6.5E.S <<4.9E-B <7.2E-B <1.1E-T <<6.0E.S <6.3E-S <5.2E.S <5.6E-S <C.BE.S <1.1E-7 <1.1E-7 <T.SE-B 414 Site N-ZZ 08/03I89 <2.2E ? <6.3E.S <7.6E.S <6.6E-S 1.TE 7 <1.2E-7 <T.CE.S <B.OE-B 6.CC-S 6.5E-S <<6.1E-S <1.6E-7 <1.7E-? <1.1E-T 286

~ 0.2E 7 Site H-23 OS/03/89 <1.3E ~ 7 <<4.2E-B <C.2E-S <<3. 1E-S <4.4E-B <7.4E-S <C.2E ~ 8 <4.2E-S <3.5E.S 4.0E-S <<3.4E-S <9.0E-B <7.8E-B <6.3E-B 502

0 t

SLUDGE SAMPLES FRM "RF LANDFILL GANJA SPECTROSCOPT RESULTS in uCi/G Secor'nterin Report Saeple Sac@it Col I ected Date Ba- 140 Co-58 Co.60 Cs-134 Cs- 137 Fe-59 I-131 La-1CO Hn.5C Mb-95 Sb.12C Sb-125 i En-65 .

'Er 95 Size 4 Site N-24 08/03/89 <1.2E 7 <3.5E.S <C.OE 8 <2.6E 8 1.9E-B <6.4E-B 4.2E-B <<4.5E-S <2.6E-S <3.4E- 8 <2.&E-S <<S.CE 8 c&.4E-S <5.5E-S 526 10.7E 8 Site H-25. 08/03/89 <1.3E-7 <3.1E-S <4.2E.S <3. 1E.S <3.9E.B <<B.IE-S C;OE-8 4.2E.S <3.1E.S <<3.9E.B <3.0E-S B.CE-S <B.OE-B . <6.CE-B 573 Site N-26 08/03/89 <I ~ 3E-7 <3.0E-B 3.9E-S <<3.2E S <C. 1&-8 <7.7E-B <<CD 3E-8 c5.2E.B <<2.9E.S <<3.9E.S <3.3E S <<8.5E-B c9.3E-& .<<6.1E.S 528 Site H-27 08/03/89 <I.BE-? C.7E-S <5.2E-S <4.5E-B <5.0E-S <9.0E-S <5.6E-S <B.OE-B <4.CE-S c(.BE-S <4.5E-S <1.1E-? <1.0E-? <6.9E 8 551 Site H-28 08/03/89 <1.CE-? <C.OE-B <<C.CE.S <3.0E-S <5.4E-B <<S.CE-B <<5.2E-S <<5.6E-S <3.CE-S c3.BE-B c'3.1E.S <1.0E-7 9.7E-S <7.2E-S 50I Site H-29 08/03/89 <1 ~ 5E-7 <(.7E.S 3.&E.B <4.1E.B <C.SE.B <B.BE.B <6.0E.S <3.9E.S <C.OE 8 <4.5E-B <3.9E 8 <1.1E-? . 8.4E-S <7.4E.B 531 Site H-30 08/09/89 <1.9E-? <4.5E-S <<6.0E-S <5.2E-B <6. IE-8 <9.6E-B <5.3E.B <5.5E-S <5.CE S <<5.1E-B <4.8E 8 <1.3E-7 <1.3E-7 <7. 1E-8 C98 Site H-31 08/09/89 <1.5E.7 <5 'E.S <6.3E.S <5 'E-8 <7.3E-S <1.2E.? <5.86-8 <8. 1E-8 <5.2E.B <6.1E-B <5.1E-S <<1.2E-? <1.5E-? <8.2E-B 45 7 Site H-32 08/09/89 <1.2E-? C.OE-B <<C.?E.B <3.6E-B c(.5E-B <<?.OE-& <4.2E-B <4.1E.S <3.1E 8 c(.6E 8 <3 9E 8 <1.0E.? <1.0E-7 <7.0E.S 482 Site H.33 08/09/89 <1.2E.? 3.2E.S <3.?E.S <3.0E.B <3.?E.B 6.5E-& (.OE.B <4.2E.B <3.5F.-B <<3.8E.B <3.'3E.B <9.2E-S <S.BE-S <5.0E-B 519 Site H-3C 08/09/89 <1.6E-? 5.0E.B 3.9E.B cC.OE-B <<C.BE-S B.CE.B 5.2'E-8 4.2E.S <4.3E 8 <C.SE 8 <3.5E 8 <1.06-7 <1.2E 7 <6.0E.S 55C Site N-35 08/09/89 cl.6E-7 c3.7E-B c(.1E 8 <C.IE-S c3.9E-B c9.6E-S <<5. IE-8 <6.8E-B c5.2E.S <C.SE.S <C.lf 8 <1.0E-7 <9.7E-B <8.2E-B 51C Table 4.0-2

SLVOGE SANPLES FROM NRF LANDFILL GAMBA SPECIROSCOPT RESULTS in uCi/G Second Interie Report Saepl e Saapl e Collected Date Ba-140 Co-58 Co-60 Cs-134 Cs-137 F -59 I--13'I La.1CO Nn 54 Nb.95 Sb-124 Sb-125 Zn-65 Zr -95 St ze Gl ARRA/PvNGS <<I 08/30/89 <4.7E-7 <6.3E.B 6.27E-7 <5.9E-B I.CE-7 <1,6E-7 <2.3E-7 . <1.7E-? 2.0F:7 <?.?E-8 <6.6E 8 <1.CE-7 <1.5E.? <1.3E.7 448 0.29E- 7 s0.2E.? '0.2E.7 ARRA/PVNGS <<2 08/30/89 <7.3E.7 <I. IE-7 1.50E 6 <9.6E-8 2.CE-7 <2.6E-7 <3.6'E-7 <2.2E-7 3.2E.7 <1.2E-7 <1.1E-7 <2.5E.? <2.3E-? <1.8E.? 39?

(e) <<0.05E-6 0.3E.? 40.3E 7 ARRA/PVNGS <<3 08/30/89 <6.9E.7 <1.1E-7 1.32E-6 <9.5E-8 2.9E 7 <2.6E-7 <3.6E-? <2.2E-? 3.1E.? - <1.1E.7 <1.0E 7 <2.2E-/ <2.0E-7 <1.6E-7 447 0.05E 6 t0.3E-? '0.3E-7 ARRA/PVNGS <<4- 08/30/89 5. IE-7 <5.9E-8 8.66E-? <5.9E-B 1.?E 7 <'1.5E-7 <2.48-7 <1.

< .2E 7 2.0E? <6.8E 8 <6 9E 8 <1.5E-? <1.?E 7 <'1.1E 7 439 0.32E F 7 <<0.2E 7 40.2E-7 (a) Site contains: Be-7 9.8E- 7 1.?E-?

(b) Site contains: Be-7 2.66E-? ~ 1. 15E-7 (c) Site containst Be-7 8.39E-7 s 1.26E-7 (d) Site contains: Be-7 6.23E.? s l. IIE.7 (e) Site contains: Ce-144 1.8E-7 0.6EE 7 (I) Site contains: Be-7 4.9E-? '.2E 7 (9) Site contains: Cd-109 3.6E-? 1.3EE.7 (h) Site contains: Be-7 6. 1E-? s 0.9E-?

(i) Site contains: Be-7 6.12E-7 s 1.7E.7 (j) Site contains: Be-7 C.3E-7 s 1.0E.?

(k) Site contains: ~ Be-7 C.3E-7 s 0.7E ~ 7 (I) Site contains: Be-7 2.8E.7' 0.8E 7 (e) Site contains: Be-7 7.3E-7 1.5E.7

'eometry Invalid due to th e lou density of the sac@le.

Table 4.0-2

SI

'PERYURF.

CARD Also Available Qn Aperture Card KI.EV. S7I 7B ELEV 963 96 I/l O O Cl Cl CI Cl CV O n CV CV CV Cl Z R.

E 115 E ))S 33 I E 100 ,E 100 E 80 E 80 5O 0

E 60 Zo E60 1 ~

E 40 ~E40 E 20 E 20 E 00 8EAR)HG H 9 25 / ~, E 00 III O Cl Cl Cl Cl O O CI

' Cl CV CI I0 O N ELEV. 963 43 ELEV. 969.43 n n CV (V CV H 873.473.35 X K z E 215,268.45 ELEV. 961.56 ELEV. 962.65 AREA No. 1I E 35 Figure 4.0-1 Cl ASU cI E 20 COOLiNG 'IVER SLUDGE Cl 0

SAMPLE LOCATiONS AT LINE SIUDGE LANDFiLL vEF E 00 H25 20 29.W EI EV. 060.3o Cl O H. 873,392.25 ELEV. 960.cZ Z, E. 215,920.08 l00)) Or OZOVI~ ~~

28 n D I- n ) ln

s OSo 065 0 0 E).EY. 97).78 \~

Cp C- G C G I ~ roJ Q o I C> C) co ID c') co s

r) I'\ r) G r) c)

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= l)5

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)> t>>rt rteetrnent Ptent

5. Two Retention Basins / 1. Water Stora e Reservoir
8. Concrete Landfill
8. Eva oration Pond No. 2 p t'wg 7. Rubbish Landfill eetttnenterton Corer <<o. t Un
2. Eva oration Pond No. 1

~, ' .

4. Sedimentatlon Basin No. 2

~

,'e

~ -=.

e g5 rtoR rtt eeo tewel

'h

~ ~ fit Q

jete u f ...;;:.-'jC ..::..i.::;.':.:i:.

Lcgcnd P>>coed Aeutt>> ttenttortnp rNetr o tteptonet Aeutt>> Wert ttetrturo 0etector Stree o Pteronret>>e t, ~

~ prepered for Arttone Depenrnent ol tnetronrnenref cuetlty ftrerf Croundweter prolecllon pennlt Ho. c.0077.07 pubtfc ffeertnff on tterch l0. f900

\ O>>eu nrerr oevennr teer trrrr re et~I Figure 4.4-1

ll

/

Very little water is expected to move through the sludge disposal landfill due to the basic operat'ion and design of the landfill. The sludge from the Water Reclamation Facility, which constitutes the majority of in the landfill, is dewatered prior to disposal. The material is material'isposed piled on the land surface to a maximum height of 6 feet. The landfill is also graded to prevent standing water on the landfill'.

If any substantial discharge were to occur at, the landfill this water would be detected by the PV-207 wells. In addition, any discharge. from the

/ /

~

facility would have to move vertically downward through approximately 190 to 200 feet of the Upper Middle Fine-Grained Unit and-80 to 100 feet of Palo

/

Verde Clay before impacting the regional groundwater system.

3 38

PW GROUNDWATER MOHITORIttG. PROGRAM

~ATER LEVEL MEASUREMEHTS DATA VALUES IH FEET BASED Ot( REFEREHCE ELEVAT10HS AP5 .EttVIROHMEHTAL DEPARTMEtti 02/15i90 CODES: A=NORMAL D=DRY WELL N=HO SAMPLE,TAKEN REFERENCE GROUNDWATER DEPTH HELL NAME QTR YEAR DATE "CODE ELEVATION ELEVATION TO HATER COMMEHT HELL PV-206B PV-206 B 880123 H 947.57 NOT ABLE TO REMOVE HELL CAP PV-206 B 880308 947.57 898.15 49.42 PV-206 B PV-Z06B 880606 8808Z3 A

A A

947.68 947.68 898 '0 896.96 49.18 50.72 NEH REF. ELEV.--IttSTALL PUMP PV-206B 880915 A 947.68 896.37 51.31 PV-206B 881020 A 947.68 896.05 51.63 PV-206B 881109 A 947.68 895.71 51.97 PV-206B 881209 A 947.68 895.61 52.07 PV-206B 88 881217 A 947.68 895.43 52.25 PV-Z06B 4 88 881222 A 947.68 895.34 52.34 PV-206B 1 89 890117 A 947.68 895.22 52.46 PV-206B 1 89 890Z01 A 947.68 895.08 52.60 PV-206B 1 89 890314 A 947.68 894.98 52.70 PV-206B 2 89 890412 A 947.68 894.53 53.15 PV-206B 2 89 890502 A 947.68 894.45 53.23 PV-206B 2 89 890626 A 947.68 894.13 53.55 PV-206B 3 89 890717 A 947.68 894.03 '3.65 PV-206B 89 890801 A 947.68 893.83 53. 85 PV-206B 3 89 890922 A 947.68 893.18 54.50 PV-206B 4 89 891017 A 947 . 68 893.38 54.30

~ PV-Z06B 89 891104 A 947.68 893.35 54.33 PV-Z06B 89 891218 A 947.68 893.18 54.50 HELL PV-207A PV-207A 880123 H 967.24 PV-207A 880308 D 967.24 DRY PV-207A 8808Z3 N 967,.24 PV-207A 880930 D. 967.24 DRY PV-207A 881027 D 967.24 DRY F101.72 PV-207A 881108 D 967.Z4 DRY PV-207A 881209 D 967.24 PV-207A 881217 D 967.24 PV-207A 88 881222 D 967.24 PV-207A 890117 D 967.24 PV-207A 89 890201 D 967.24 PV-207A'V-207A 89 890314 D 967.24 2 89 890412 D 967.24 PV-207A 2 .89 890503 D 967.24 PV-207A 2 89 8906Z6 D 967.24 PV-207A 890717 D 967.24 PV-207A 89- 890803 D 967.24 PV-207A 89 8909ZZ D 967.24 PV-207A 89 891017 D 967.24 Table 4.4-1 (Sheet I oE 2)

f PVH~ROUttDWATER MONITORING

.VALUES IH

~R LEVEL MEASUREMENTS DATA PROGRAM FEET BASED ON REFEREHCE ELEVATIOHS APS EHVIRONMEtlTAL DEPARTMEtlT 02/15/90 CODES: A=NORMAL D=DRY WELL N=NO SAMPLE TAKEN REFERENCE GROUNDWATER DEPTH WELL HAME QTR YEAR DATE CODE'LEVATION . ELEVATION TO WATER COMMENT PV-207A 891102 .D 967:24 PV-207A 891218 '

967.24 WELL PV-207B PV-207B H 967.94i PV-207B )880308 D 967.94 DRY PV-207B 880823 H 967.94i PV=207B 880930 967.94 DRY PV-207B 8810Z7 967.94 DRY

'V-207B 881108 D 967;94 DRY PV-207B 881209 967.94 PV-207B 2,89'80123 881217 881222 D

D 967.94 967.94 PV-207B'V-207B PV-207B 1'8988 ,890201 890117.

D D 967.94 967'.94 1 89 PV-207B 1 89 .890314 967.94i PV-207B 2 89 890412 967.94i PV-207B 2 89 890503 967.94 PV-207 B ~ 890626 967. 94 PV-Z07B 89 890717 D 967.94 PV-207 B 3. 89 890803 D 967.94 PV-207 B 3 89 890922 D 967.94 PV-207B 89 891017 D 967.94 PV-207B 89- 891102 D 967.94 PV-207B 89 891218 D 967.94 WELL PV-208C PV-208C 88 880425 942.37 ~ 935.81 6.56 PV-208C 880518 A 94i2.37 936.32 6.05 PV-208C 880718 A 942.37 937: 62 4.75 PV-208C 880728 A 942.37 920.70 21.67 EVACUATED PIEZ. W/SANDPIPER PUMP

.PV-208C 880801 A 942.37 925.24i 17.13 PV-208C 88 '88080Z A 942.37 925.83 16.54 PV-208C 3 88 880803 A 942.37 926.02 -16.35 PV-208C 88 SS0809 A 94Z.37, 9Z8.42 13;95 PV-208C 3 88 880810 A 94i2.37 928.82 13.55 PV-208C 3 88 880S11 94Z.37 929.27 13.10 PV-208C . 3 88 88081Z A 942.37 . 929.67 12. 70" PV-208C 88 880815 A 942.37, 930.67 11.70 PV-208C 88 880816 A 942.37 931.02 11.35 PV-208C 3 88 880817 A 942.37 931.22 11.15 PV-ZOSC 88 880818 A" 942.37 931.52 10.85 PV-208C 88 880819 A 942.37 931.82 10.55 PV-208C 3 88 880822 A 942.37 932.62 9.75 PV-208C 3 88 880823 942.37 932.64 9.'73 Table 4.4-1 (Sheet 2 of 2)

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