ML20279A789

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USQ-HTF-2015-00706, Rev. 0, Supplier Deviation Disposition Request (Sddr) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4
ML20279A789
Person / Time
Site: PROJ0734
Issue date: 10/21/2015
From: Lloyd Desotell
Division of Decommissioning, Uranium Recovery and Waste Programs
To:
Lloyd Desotell/NMSS/DUWP
Shared Package
ML20279A780 List:
References
USQ-HTF-2015-00706, Rev 0
Download: ML20279A789 (15)


Text

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TRP #:

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USQ-HTF-2015-00706 Date 10/21/2015 Technical Review Package Content Sheet TRP #:

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Technical Review Package Title Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4 USQ-HTF-2015-00706 Functional Classification:

Documents included in package DATR DATR Summary USQS USQE CHAPS Other Documents Included (List)

USQ-HTF-2015-00706 Attachment USQ-HTF-2015-00706 UWMQ Determination E-Mail M. Layton to R. Voegtlen dated Oct. 22, 2015 X

X X

GS TSQS TSQE MSBS MSBE CLASSIFICATION REVIEW DC/RO:

N/A Date:

10/27/2015 Guidance / Exemption:

TRP #:

0 Rev:

USQ-HTF-2015-00706 Date 10/21/2015 Design Authority Technical Review Report Design Authority Technical Review Report No.

Rev Date USQ-HTF-2015-00706 0

10/21/2015 Section 1.0 - Scope of Review Building System Functional Classification Title Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4 GS 241916 Type of Modification Modification Number OTHER SDDR 13182 Brief Description of the Modification Being Reviewed See Attachment Listing of Documents Reviewed See Attachment Section 2.0 - Review Categories Section 2.1 - Facility Impacts Documents Document Description No.

Doc. Change Request/Tracking No.

Completion Code

TRP #:

0 Rev:

USQ-HTF-2015-00706 Date 10/21/2015 Design Authority Technical Review Report (Continued)

Design Authority Technical Review Report No.

USQ-HTF-2015-00706 0

Rev Date 10/21/2015 Section 2.0 - Review Categories (Continued)

Section 2.2 - Technical Agency Reviews Are all Technical Agency Reviews identified and complete (i.e. Fire Protection, Safeguards and Security, HPT, Pressure Protecion, etc.)?

If any of the questions below are answered "YES," an Environmental Evaluation Checklist is required. Will the proposed activity:

result in a change in emissions, generation rates, or new discharge of hazardous, mixed, radioactive, asbestos, PCB, sanitary/industrial solid or liquid wste, petroleum substance, wastewater, or other pollutants from a facility or process?

be located outside of a previously developed area?

involve siting, construction, modification, renovation, closure or D&D of facilities or processes?

potentially affect environmentally sensitive areas/resources such as flood plain/wetlands, archeologically or historically significant areas, threatened or endangered species and/or their habitat, special sources of water (e.g. aquifer)?

involve site characterization, environmental monitoring, or R&D program?

involve any type of land disturbance, Underground Storage Tank (UST), or subsurface injection/extraction?

involve a Site Evaluation (SE) area, RCRA/CERCLA area/facility, or associated 200 foot Buffer Zone?

Section 2.3 - Safety Basis Review Is the Modification to a Nuclear Facility or will the Modification impact a Nuclear Facility?

USQS No.

Section 2.4 - System Acceptablity Review See Attachment X

Yes No No Yes No X

Yes No X

Yes No X

Yes No X

Yes No X

Yes No X

Yes X

X Yes No USQ-HTF-2015-00706 Section 2.5 - System Interface Reviews Are all other impacted Design Authority reviews identified and complete (i.e. Electrical, Compressed Air, Domestic Water, etc.)?

Is FOSC review required?

Section 3.0 - Approval Preparer Contributing Reviewers (PRINT NAME)

VOEGTLEN, ROBERT O (Date)

N/A N/A N/A N/A (PRINT NAME)

(Date) 10/22/2015 10/22/2015 10/22/2015 10/22/2015 Approver (Design Authority)

VOEGTLEN, ROBERT O (PRINT NAME)

(Date) 10/22/2015 X

Yes No Yes X

No 10/22/2015

TRP #:

0 Rev:

USQ-HTF-2015-00706 Date 10/21/2015 GS Functional Classification 0

Rev.

USQ-HTF-2015-00706 Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4

Title:

USQ No.

UNREVIEWED SAFETY QUESTION REVIEW (USQS)

See Attachment Description of Proposed Activity:

See Attachment Justification:

Is the Proposed Activity a change to TSRs or JCO controls?

Yes x No If "Yes", prior DOE approval through the TSR change process is required (see 11Q, 1.01), no further USQ screening or USQ Evaluation is required. If "No", continue with Screening.

See Attachment Justification:

Does the Proposed Activity permanently eliminate a DID/ITS or Degrade its safety Function as explicitly described in the Safety Basis?

Yes No x

See Attachment

References:

If "Yes", prior DOE approval is required, no further USQ screening or evaluation is required. If "No", continue with Screening.

See Attachment Justification:

c. Test or experiment not described in the Safety Basis?
b. Change to the procedures as described in the Safety Basis?
a. Change to the facility as described in the Safety Basis?

Does the Proposed Activity involve a:

Screening Yes Yes Yes No No No x

x x

Screening Conclusion x

All answers above are 'No' and a USQ Evaluation is not required.

Screening not performed or any answer above is 'Yes' and a USQ Evaluation is required.

Screen Originator:

Screen Reviewer:

VOEGTLEN, ROBERT O CHANDLER, TIMOTHY LEON Date:

Date:

10/22/2015 10/22/2015

TRP #:

0 Rev:

USQ-HTF-2015-00706 Date 10/21/2015 Consolidated Hazard Analysis Process (CHAP) Screening GS Functional Classification:

0 Rev No.

USQ-HTF-2015-00706 CHAP Screening No.

System 241916 Building/Location Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4 Title Brief Description of the Proposed Activity (include reference to Modification Traveler number or other Engineering change document as applicable)

See Attachment Is this a new facility, new process, process change, or physical modification to an existing facility that could potentially introduce new hazards or increase the consequence or frequency of a current hazard, thereby impacting safety basis controls?

1.

If Yes, the CHA process is required.

If NO, CHA is not required.

Yes X

No Part A -- CHAP Determination Provide justification for conclusion (required).

See Attachment Justification (consult with Nuclear Safety as needed to justify conclusion):

Part B -- DHAP Determination If No, DHA is NOT required If Yes, the DHA process is required.

Yes X

No 2.

Is this a new facility, new process, process change, or physical modification to an existing facility that could potentially introduce new hazards, increase the consequence or frequency of a current hazard, or result in impacting the controls associated with a current hazard that may cause a worker fatality or serious injury, CW or FW Radiation exposure > 5 rem, CW or FW Toxic Material Exposure > PAC-2, loss of equipment or facilities > $2,000,000, or loss of production > 6 months?

Provide justification for conclusion (required).

See Attachment Justification (consult with Nuclear Safety or Design Engineering as needed to justify conclusion):

TRP #:

0 Rev:

USQ-HTF-2015-00706 Date 10/21/2015 10/27/2015 Date ARTHUR, GREGORY CLARK Safety Basis Regulatory Authority or Designee 10/22/2015 Date VOEGTLEN, ROBERT O Design Authority Engineer Date VOEGTLEN, ROBERT O Reviewer Preparer Review & Approval signatures:

- Preparer and Design Authority Engineer can be the same.

- Safety Basis Regulatory Authority. If the Part A screening is positive, obtain Safety Basis Regulatory Authority approval.

- If the Part A screening is negative, Design Authority Manager may substitute for Safety Basis Regulatory Authority.

  • Number per Smartplant Foundation (SPF). If SPF not used, Numbers should be of the form: X-CHA-Y-seq # where X is the discipline code and Y is the facility designator (e.g., S-CHA-H-0001).
    • This form is intended to address unmitigated process hazards for any system/unit operation, regardless of functional classification.

10/22/2015

USQ-HTF-2015-00706 Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4 Page 1 of 7

Title:

Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4 Proposed Activity:

The Proposed Activity (PA) is the use-as-is disposition of Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4.

Deviation

Description:

The Specification C-SPP-F-00055, Revision 4, Furnishing and Delivery of Tank Closure Grout, Section 3.2.1.2 Tank Closure Grout Mix, Item A.6 states the following:

The trial batching shall demonstrate the ability to meet the maximum bleed of 0.0 after 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />.

Contrary to this requirement, several batches of grout used in filling Tank 16 were identified having bleed test results greater than the required 0.0%. The maximum value was 8.9%.

Bleeding is a form of segregation that refers to the process by which water comes out to (or up to) the surface of placed concrete as it cures. Because water typically has a lower specific gravity than all other ingredients in a concrete mixture.

The disposition of the SDDR Number 13307 is a one-time use-as-is deviation from the specification requirement.

Justification for Deviation:

The batches which exceeded the zero bleed requirements met all other performance requirements in the specification. In addition, the deviation does not invalidate the requirements of SRR-CWDA-2010-00128, Revision 1, Performance Assessment for the H-Area Tank Farm at the Savannah River Site.

The PA has a Functional Classification of General Services GS.

There are no interim configurations during the execution of this work that will adversely impact credited SSCs.

USQ-HTF-2015-00706 Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4 Page 2 of 7 References (USQ):

WSRC-IM-94-10, Section: 3.0, Rev. 332 - LWD/WS PROJECTS SAFETY BASIS MANUAL SAFETY BASIS DOCUMENTS:

WSRC-SA-2002-00007, Rev. 16, June 2014, Concentration, Storage, and Transfer Facilities Documented Safety Analysis.

S-TSR-G-00001, Rev. 47, May 2015, Concentration, Storage, and Transfer Facilities Technical Safety Requirements.

SB Document Change Request Packages:

HLW-CRF-14007, Rev. 1 (8/13/14) 299-H WCT Flammability, Saltstone Facility Interface (Change to DSA, Chapters 3 and 5)

HLW-CRF-14008, Rev. 0 (9/24/2014) Tank 15 Rewet (Change to DSA, Chapters 2, 3, 4, and 5)

HLW-CRF-14009, Rev. 0 (2/5/2015) 2F Evaporator Ventilation Temp Mod Removal (Change to DSA, Chapter 2)

HLW-CRF-14011, Rev. 1 (2/11/15) Installation of New 254-13H Diesel Generator (Change to DSA, Chapters 1, 4, and 5)

HLW-CRF-15002, Rev. 0 (2/11/15) Recognizing Boundaries for Control Room Operators (Change to DSA, Chapter 5)

HLW-CRF-15001, Rev. 0 (2/27/15) Addition of CHA for Commercial Submersible Mixer Pumps (CSMPs)

(Change to DSA, Chapters 2, 3, and 5)

HLW-CRF-15004, Rev. 1 (4/28/15) MCU Caustic Wash Once-Through System Modifications (Change to DSA, Chapters 2 and 6)

HLW-CRF-15003, Rev. 0 (4/1/15) No-MST Operations (Change to DSA, Chapters ES, 2, 3, 5, and 6)

HLW-CRF-15007, Rev. 0 (8/13/15) 242-16F/242-16H Automatic Isolation Valve Modification (Change to DSA, Chapter 2)

S-CHA-F-00010 Revision 2 (and approved amendments), Waste Tank Grouting

USQ-HTF-2015-00706 Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4 Page 3 of 7 CONFIGURATION MANAGED DOCUMENTS:

S-TSR-G-00001, Rev. 2015-B, TBD Concentration, Storage, and Transfer Facilities Technical Safety Requirements.

WSRC-SA-2002-00007, Rev. 17, June 2015, Concentration, Storage, and Transfer Facilities Documented Safety Analysis.

S-TSR-G-00001, Rev. 2015-C, TBD Concentration, Storage, and Transfer Facilities Technical Safety Requirements.

SB Document Change Request Packages:

HLW-CRF-15005, Rev. 0 (5/26/15) 242-16H (2H) Evaporator Chemical Cleaning Process Improvement (Change to DSA, Chapters 2, 3, 4, 5, and 13)

HLW-CRF-15007, Rev. 1 (8/13/15) 242-16F/242-16H Automatic Isolation Valve Modification (Change to DSA, Chapter 2)

Reviewed WSRC-SA-2002-00007, Rev. 16 (Including Pending CRFs and Revision 17) Sections E2.2.1, E.3, 2.3.1, 2.3.3, 2.5.3, 2.5.7, 3.3.3.3.2, 3.4.1.5.2, 3.4.1.5.3, Tables 3.3-10 and 3.3-22, 4.3.10, 4.4.27, Tables 4.3-1 and 4.4-1, 5.4, 5.4.3, and 16.3.4.

The sections (5.5.4.2.1, 5.5.4.2.4, 5.5.4.2.8, and 5.5.4.2.43) of Chapter 5 that align with the TSR sections reviewed have been reviewed.

DATR List of Documents Reviewed:

Supplier Deviation Disposition Request (SDDR) Number 13307, Deviation from Specification C-SPP-F-00055, Revision 4 SRR-LWE-2014-00013, Revision 1, Tank 16H Grout Strategy Environmental Evaluation Checklist (EEC) LWO-H-2014-0026, Revision 1, Tank 16 Electrical and Ventilation Isolation and Closure N-ESR-G-00001, Revision 748, High Level Waste Emergency Response Data and Waste Tank Data SRR-CWDA-2010-00128, Revision 1, Performance Assessment for the H-Area Tank Farm at the Savannah River Site DOE/SRS-WD-2014-001, Revision 0, Basis for Section 3116 Determination for Closure of H-Tank Farm at the Savannah River Site

USQ-HTF-2015-00706 Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4 Page 4 of 7 DATR - System Acceptability Review The Proposed Activity (PA) is the use-as-is disposition of Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4. It was concluded the deviation did not compromise the grout quality or compromise the assumptions and inputs of SRR-CWDA-2010-00128 Performance Assessment for the H-Area Tank Farm at the Savannah River Site.

A USQS has been performed and found the PA to be acceptable. The Environmental Evaluation Checklists (EEC) LWO-H-2014-0013 Tank 16 Grouting is not impacted by the PA.

Tank 16 is identified in N-ESR-G-00001, High Level Waste Emergency Response Data and Waste Tank Data Table G-6 as a waste tank requiring a determination review for an Unreviewed Waste Management Question (UWMQ). With concurrence from C&WDA (e-mail attached), a UWMQ Applicability Determination was performed and an UWMQ Evaluation is not required. The PA is not a change to the waste stabilization formulation, because the PA does not compromise the assumptions or inputs of SRR-CWDA-2010-00128, Revision 1, Performance Assessment for the H-Area Tank Farm at the Savannah River Site or DOE/SRS-WD-2014-001, Revision 0, Basis for Section 3116 Determination for Closure of H-Tank Farm at the Savannah River Site The implementation of the PA will not have an adverse impact to the facility or its associated systems.

Screening Questions:

Is the Proposed Activity a change to TSRs or JCO controls?

Justification:

S-TSR-G-00001 Concentration, Storage, and Transfer Facilities Technical Safety Requirements was reviewed. The section 1.6 (Modes-CLOSURE) and Administrative Controls 5.8.2.8 (Configuration Management Program), and 5.8.2.43 (Prohibited Operations) were applicable. Tank 16 is defined as a non-process area and an inactive location. There are no LCO controls associated with Tank 16. The PA complies with the Administrative Controls stated above as it implements the Configuration Management Program and it does not involve a Prohibited Operation. This PA does not change the TSRs.

There are no JCOs associated with CSTF.

Does the Proposed Activity permanently eliminate a DID/ITS or Degrade its safety Function as explicitly described on the Safety Basis?

Justification:

Reviewed the CSTF Defense in Depth (DID)/ Important to Safety (ITS) SSCs in Chapter 3 (Section 3.3.3.3.2 and Table 3.3-22) of the DSA (WSRC-SA-2002-00007, Rev. 16). WSRC-SA-2002-00007 Rev. 16, Section 3.3.3.3. 2 states that DID/ITS hazard controls are not required for inactive CSTF locations unless otherwise identified in Table 3.3-22. Table 3.3-22 does not identify any DID/ITS SSCs applicable to Tank 16 or this PA. The grout formulation is not identified as a CSTF Defense in Depth (DID)/ Important to Safety (ITS) SSCs. Therefore, the PA does not permanently eliminate a DID/ITS or degrade its safety function as explicitly described in the SB.

USQ-HTF-2015-00706 Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4 Page 5 of 7 Does the Proposed Activity involve a:

a. Change to the facility as described in the Safety Basis? No
b. Change to the procedures as described in the Safety Basis? No
c. Test or experiment not described in the Safety Basis? No Justification:
a. The Proposed Activity (PA) is the use-as-is disposition of the Supplier Deviation Disposition Request (SDDR) number 13307. The Safety Basis (SB) does not credit the grout formulation. The Safety Basis describes the grout formula; however, the PA does not conflict with these elements.
1) Per S-CHA-F-00010 (U-DCF-H-00279, Revision 0) (Waste Tank Grouting Consolidated Hazard Analysis

[CHA]), Section 2.3.1 Facility Configuration -

Typical grout is composed of Type I/II Portland cement, quartz sand, granite aggregate, water, fly ash, slag cement, and additives to enhance processing and flowability. To facilitate placement from the tank top, closure grout is flowable, pumpable, and self-leveling with cohesive properties to minimize segregation.

This PA aligns with the CHA description as the grout used is not outside of the typical component boundaries described therein. Bleed specification is not (nor should be) an integral component of the CHA. This PA does not conflict with the CHA description.

2) DSA Sections 2.5.3 (Waste Removal), 2.5.7 (Waste Tank/Equipment Grouting), and 3.4.1.5.2 (Facility Configurations and Design Inputs) describes the grout to be used for Tank Closures as reducing, flowable, pumpable, self-leveling, and designed to not heat the waste to boiling.

The PA aligns with these descriptions as the grout used continues to be reducing, flowable, pumpable, self-leveling, and designed to not heat waste to boiling. The identified, essential characteristics in the DSA will not be impacted by the PA.

The PA aligns with the facility as described in Documented Safety Analysis (DSA) (WSRC-SA-2002-00007, revision 16 and pending revision 17).

USQ-HTF-2015-00706 Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4 Page 6 of 7

b. DSA Section 16.3.4 (Waste Tank and Ancillary Equipment Closure) states that the use of reducing grout is the most preferred environmental alternative and the least hazardous for closure of the waste tanks and associated equipment.

In addition, the PA ensures continued compliance with Configuration Management Program (DSA Section 5.5.4.2.8) as it (a.) ensures that changes to the technical baseline are properly developed, assessed, approved, issued, & implemented and (b.) complies with the facilities system for recording, controlling, and indicating the status of technical baseline documentation on a current basis.

Because the PA is in alignment with the facilitys approved, SB related procedures and governing processes/programs, no changes to procedures as described in the SB will result from this PA.

Therefore, the PA does not change procedures as described or implied in the SB.

c. The PA does not change the facility nor does it require operating the facility in modes or conditions not previously analyzed in the DSA. The PA is not, and does not support, a test or experiment not described in the SB. The PA does not require equipment or SSCs to be operated in modes beyond which they were designed or previously evaluated in the Safety Basis. The PA is not a test or experiment that is not described in the Safety Basis.

USQ-HTF-2015-00706 Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4 Page 7 of 7 Consolidated Hazard Analysis Process (CHAP) Screening

1. Is this a new facility, new process, process change, or physical modification to an existing facility that could potentially introduce new hazards or increase the consequence or frequency of a current hazard, thereby impacting safety basis controls?

Justification:

The PA is not a new facility, new process, process change, or physical modification. The Proposed Activity (PA) is the use-as-is disposition of the Supplier Deviation Disposition Request (SDDR) number 13307. The PA is within the scope evaluated by S-CHA-F-00010, Revision 2 Waste Tank Grouting Consolidated Hazard Analysis. This PA does not impact or invalidate any conclusions of this CHA. The PA does not add new hazards or increase the frequency of a current hazard.

2. Is this a new facility, new process, process change, or physical modification to an existing facility that could potentially introduce new hazards, increase the consequences or frequency of a current hazard, or result in impacting the controls, associated with a current hazard that may cause a worker fatality or serious injury, CW or FW Radiation exposure > 5 rem, CW or FW Toxic Material Exposure > PAC-2, loss of equipment or facility > $2,000,000, or loss of production > 6 months?

Justification:

The PA is not a new facility, new process, process change, or physical modification. The Proposed Activity (PA) is the use-as-is disposition of the Supplier Deviation Disposition Request (SDDR) number 13307. The PA does not impact the consequences or frequency of a current hazard or control. The PAs unmitigated event consequences will not result in a worker fatality or serious injury, CW or FW Radiation Exposure > 5 rem, CW or FW Toxic Material Exposure > PAC-2, loss of equipment (>$2,000K),

facilities (>$2,000K), or production (> 6 months). The interim and final configuration will be managed through implementation of the requirements of the Manual 1Y and 2S. Therefore, the DHA process is not required.

Re: UWMQ Determination for Supplier Deviation Disposition Request (SDDR) Number 13307 Mark Layton to: Robert Voegtlen 10/22/2015 12:55 PM Cc: Kent Rosenberger History:

This message has been replied to.

I have reviewed the UWQE and concur that the proposed activity is not a change to the waste tank stabilization fill grout formulation.

Mark Layton Savannah River Remediation 803-557-9327 Robert Voegtlen 10/22/2015 11:02:56 AM Mark Do you concur with the attached UWMQ D...

From:

Robert Voegtlen/SRR/Srs To:

Mark Layton/SRR/Srs@Srs Cc:

Timothy Chandler/SRR/Srs@Srs Date:

10/22/2015 11:02 AM

Subject:

UWMQ Determination for Supplier Deviation Disposition Request (SDDR) Number 13307 Mark Do you concur with the attached UWMQ Determination (USQ-HTF-2015-00706;0 - "Supplier Deviation Disposition Request (SDDR) No. 13307 - Deviation from Spec. C-SPP-F-00055, Rev. 4"?

Specifically the statement - "With concurrence from C&WDA, Question 3 of the FTF/HTF UWMQ Applicability Determination - Is the PA a change to the waste tank stabilization fill grout formulation? was answered "No" because the PA does not compromise the assumptions or inputs of the Performance Assessment."

[attachment "USQ-HTF-2015-00706 UWMQ Determination.pdf" deleted by Mark Layton/SRR/Srs]

[attachment "SDDR 13307.pdf" deleted by Mark Layton/SRR/Srs]

Thanks Bob Voegtlen Work: 803-208-3590 Cell: 803-507-0285

Savannah River Site (SRS)

FTF/HTF APPLICABILITY DETERMINATION FOR UNREVIEWED WASTE MANAGEMENT QUESTION OSR 46-572 Rev. 2 12/01/2014 Page 1 of 1 LW Form DATR Number:

Title:

Fill out this checklist for proposed activities defined as applicable to Tank Closure Activities. If the answer is YES to any of the following questions, the Waste Disposal Authority (WDA) group shall perform an Unreviewed Waste Management Question (UWMQ) Evaluation.

FTF/HTF UWMQ Applicability Determination Does the proposed activity:

(1) Change the waste tank or waste tank annulus structure?

(2) Impact the waste tank concrete vault integrity (waste tank top, side walls and basemat)?

(3) Change the waste tank stabilization fill grout formulation?

(5) Change the final equipment configuration within the waste tank/annulus?

(4) Introduce new material (liquid or solid) into the tank/annulus after residual sampling has begun?

Yes No Yes Yes Yes Yes No No No No USQ-HTF-2015-00706;0 Supplier Deviation Disposition Request (SDDR) No. 13307 - Deviation from Spec. C-SPP-F-00055, Rev. 4 Note: use shift key to deselect radio buttons.

PDF completed form and attach to DATR in SPF.

October 22, 2015 Date:

Proposed Activity

Description:

The Proposed Activity (PA) is the use-as-is disposition of Supplier Deviation Disposition Request (SDDR) Number 13307 - Deviation from Specification C-SPP-F-00055, Revision 4.

Deviation

Description:

The Specification C-SPP-F-00055, Revision 4, Furnishing and Delivery of Tank Closure Grout, Section 3.2.1.2 Tank Closure Grout Mix, Item A.6 states the following: The trial batching shall demonstrate the ability to meet the maximum bleed of 0.0 after 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />. Contrary to this requirement, several batches of grout used in filling Tank 16 were identified having bleed test results greater than the required 0.0%. The maximum value was 8.9%. Bleeding is one form of segregation, where water comes out to the surface of the concrete, being lowest specific gravity among all the ingredients of concrete. The disposition of the SDDR Number 13307 is a one-time use-as-is deviation from the specification requirement. Justification for deviation: The batches which exceeded the zero bleed requirements met all other performance requirements in the specification. In addition, the deviation does not invalidate the requirements of SRR-CWDA-2010-00128, Revision 1, Performance Assessment for the H-Area Tank Farm at the Savannah River Site.

With concurrence from C&WDA, Question 3 of the FTF/HTF UWMQ Applicability Determination - Is the PA a change to the waste tank stabilization fill grout formulation? was answered "No" because the PA does not compromise the assumptions or inputs of the Performance Assessment.