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APPENDIX A OPERATIONAL WASTE VOLUME PROJECTION FOR HANFORD DOUBLE-SHELL TANK FARMS

TABLE OF CONTENTS

OPERATIONAL WASTE VOLUME PROJECTION FOR HANFORD DOUBLE-SHELL TANK FARMS
       A.1 BACKGROUND                                                         A-1
       A.2 OPERATIONAL WASTE VOLUME PROJECTION ASSUMPTIONS AND CHANGES        A-3
APPENDIX A REFERENCES                                                         A-7
                                LIST OF TABLES
       A-1 Double-Shell Tanks Space Need Projections in Millions of Gallons   A-2

APPENDIX A OPERATIONAL WASTE VOLUME PROJECTION FOR HANFORD DOUBLE-SHELL TANK FARMS

Although the SIS-EIS considers only interim actions that can be accomplished
through the year 2000, this OWVP for Hanford's DST waste presents a basis for
evaluating future DST space needs through the end of fiscal year (FY) 2005. 
Section A.1 summarizes the projected range of tank space and the need to build
additional DSTs based on recent analysis by the TWRS program.  The assumptions
and changes which have affected the OWVP, are discussed in Multi-Function Waste
Tank Facility, Phase Out Basis (WHC 1995), and are summarized in Section A.2.
The most recent information shows that wastes in the TWRS current baseline can
be managed within the existing waste tank capacity through FY 2003.  Additional
DST tank storage capacity is not needed until FY 2004 or later.  Table A-1
provides a summary of the DST space need projections through FY 2005. 

A.1 BACKGROUND

The OWVP system is a complex simulation which was developed to assist in managing
the tank space and identifying needs for new tanks.  The OWVP system simulates
the evaporator operation, the 28 DSTs and the associated transfer systems.  It
considers the effects of chemistry, mass, volume, and operational logistics to
evaluate various operational scenarios.  This projection is based upon the best
estimates of waste generation and composition provided by the waste generators. 
WHC periodically issues an OWVP report based on best available data.  The last
WHC Operational Waste Volume Projection Report, Revision 20 was issued in
September 1994 (WHC 1994).  Since its issue, studies have been conducted to
assess alternative scenarios for operating Hanford Tank Farms without
constructing new tanks at least through 2004.  A special OWVP report was prepared
in June 1995 to support phase out of the Multi-Function Waste Tank Facility
(MWTF) project (WHC 1995). 
Table A-1
Double-Shell Tanks Space Need Projections
in Millions of Gallons
                                                                        FISCAL YEAR 
       Waste Type and Needs 
                                 1994          1995    1996    1997    1998    1999    2000    2001    2002    2003    2004    2005 
(A)   Concentrated Waste         14.8          15.2    16.1    17.5    18.3    17.9    18.0    18.1    18.1    18.2    18.7    17.1 
(B)   Supernate Liquid            9.1           5.8     4.8     5.0     4.9     5.0     4.8     4.8     4.8     4.8     4.8     6.5 
(C)   200W Receiver Tanka         1.2           1.2     1.2     1.2     1.2     1.2     1.2     1.2     1.2     1.2     1.2     1.2 
(D) 241-AW-102 and 241-AW-106b    2.3           2.3     2.3     2.3     2.3     2.3     2.3     2.3     2.3     2.3     2.3     2.3 
Evaporator Support
(E) Spare Space                   2.3           2.3     2.3     2.3     2.3     2.3     2.3     2.3     2.3     2.3     2.3     2.3 
(F) Impact of Evaporator          0.0           0.2     0.3     0.6     0.8     1.0     1.1     1.1     1.1     1.1     1.1     1.1 
Limits (Specific Gravity of 
1.35 versus 1.5) 
(G)   Segregated Space            1.5           2.4     1.9     1.1     1.1     0.7     0.7     0.7     0.7     0.7     0.7     0.7 
(H) Passive Mitigationc           0.0           0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0     0.0 
241-SY-101
(A+B+H) Total Space Needed for   23.90         21.00   20.90   22.50   23.20   22.90   22.80   22.90   22.90   23.00   23.50   23.60 
Waste Storage 
(C+D+E+F+G) Total Space Needed   7.30          8.40    8.00    7.50    7.70    7.50    7.60    7.60    7.60    7.60    7.60    7.60 
for Operational Needs and 
Specific Use
                                 31.20 CAPACITY29.40EDd28.90   30.00   30.90   30.40   30.40   30.50   30.50   30.60   31.10   .31.20
Source:  WHC 1995
     aStaging space needed to receive and transfer 200 West Area waste streams (Tank 102-SY is the current 200 West Area
receiver tank).
    bStaging space needed to support evaporation of waste by 242-A Evaporator.
    cAlternate decision for passive mitigation of Tank 101-SY by a 1:1 dilution ratio would add 8.3 million L (2.2 million
gal) of needed space. 
    d28 DSTs provide 118,410,000 L (31,280,000 gal) of capacity.
Several management actions have been initiated since the Draft EIS was issued in
August 1994, to ensure that the projected waste volume would not exceed the
available waste storage capacity in the DSTs.  These actions include the
following.
.      Improved tank space use.
.      Reduced waste volume generation by the Hanford Site facilities.
.      Decreased waste volume reduction factors for the 242-A Evaporator
       operations.
.      Modified management practices to concentrate waste to the specific gravity
       operating limit of 1.35 in all future evaporator campaigns.  This limit
       was selected by WHC based on empirical data.
.      Revised waste segregation requirements as described in Section A.2.  TRU
       solids and complexed waste will be segregated per DOE Order 5820.2A.

A.2 OPERATIONAL WASTE VOLUME PROJECTION ASSUMPTIONS AND CHANGES

The following major planning assumptions and management practice changes
impacting OWVP at the tank farms are discussed in this section.
.      Combination of Partially Full Separate Neutralized Cladding Acid Waste
       (NCAW) and Neutralized Cladding Removal Waste (NCRW) Tanks - In-tank
       washing of the NCAW solids from Tanks 101-AZ 132,000 L (35,000 gal) of
       solids and 102-AZ 360,000 L (95,000 gal) of solids would be combined into
       Tank 102-AZ.  The NCAW supernatant and washes were assumed to be
       concentrated and combined into Tank 101-AY.  The in-tank washing of the
       solids should be complete by FY 1999.
       The following wastes would all be consolidated into Tank 103-AW during FY
       1999:  
       -    PFP TRU solids and residual liquids in Tank 102-SY 541,000 L
            (143,000 gal)
       -    NCRW solids from Tank 103-AW 1.84 million L (487,000 gal)
       -    NCRW solids from Tank 105-AW 1.14 million L (300,000 gal).
.      Mitigation of Watchlist Tanks - Active mitigation of Watchlist Tank 101-SY
       by mixer pump would be continued at least through FY 2006.  It is assumed
       that passive mitigation by dilution of other Watchlist flammable gas DSTs
       would not be necessary.  If a decision is made for passive mitigation of
       the Tank 101-SY by 1:1 dilution ratio, approximately 8.3 million L (2.2
       million gal) of additional DST space or two new DSTs would be needed.  
.      Spare Space - Operational space in Tanks 102-AW and 106-AW would be used
       to provide 2.7 million L (720,000 gal) of the required 7.6 million L (2
       million gal) of spare space starting in FY 1999.  
.      Use of Tank 102-SY for Pumping Complexed SWL - Current SWL pumping
       practices require that a DST be available for receiving the liquid wastes
       pumped out of SSTs.  Two of the tanks in the 200 West Area (Tanks 101-SY
       and 103-SY) are on the flammable gas Watchlist and cannot receive waste
       additions.  Therefore, all SWL pumped in the 200 West Area will be routed
       through Tank 102-SY.
       Tank 102-SY contains a sludge layer of Pu-bearing solids.  Pumping non-
       complexed SWL to Tank 102-SY with the Pu-bearing solids in the bottom
       should not present a problem.  However, complexed wastes and TRU solids
       have been segregated, both to minimize the expense of disposal and to
       comply with DOE Order 5820.2A, "Radioactive Waste Management."  The OWVP
       assumes that solids in Tank 102-SY would be retrieved to allow pumping of
       the complexed SWL from January 1999 through FY 2000 (WHC 1994).  The
       preferred alternative in this EIS includes retrieval of Tank SY-102
       solids.
.      A cross-site transfer capability is assumed to be functional and available
       for this projection.  The ECSTS is operable for the transfer of dilute
       waste starting in 1995 with the RCSTS becoming operational with the
       ability to transfer slurries in 1998.
.      Contingency Space - A total of 8.3-million L (2.2-million gal) of spare
       space consisting of one aging and one non-aging waste tank is reserved in
       case of a leak and emergencies per requirements of DOE Order 5820.2A.  In
       the past, an additional one tank contingency space has been set aside to
       account for inaccuracies in the projections.
       A management decision was made to eliminate the requirement for the
       additional contingency space set aside in addition to the required spare
       space.  Therefore the special OWVP assumes no additional contingency
       space.
.      SWL Volumes - The revised estimates for the SWL to be pumped from SSTs
       during 1995 through 2000 is assumed to be 23.5-million L (6.2-million
       gal).  This amount was previously estimated at 13.6-million L (3.6-million
       gal).  Approximately 42 percent of this waste is assumed to be complexed
       resulting in 9.8-million L (2.6-million gal) of complexed SWL which was
       previously estimated at 1.89-million L (500,000 gal).  The revised waste
       volume reduction factors, from SWL to Double-Shell Slurry Feed, were 55
       percent for non-complexed SWL and 10 percent for complexed SWL.
.      Facility Generation Rate - Reassessment of the waste volume generation by
       various facilities contributing wastes to the tank farms has resulted in
       lower projections of the total facility generation rate.  
.      Privatization - TWRS Program privatization concepts are not included in
       this EIS.  Privatization is currently believed to have no negative impact.
.      TWRS Actions - The DST space needs for the TWRS actions such as retrieval,
       pretreatment, immobilization, and lag storage is not included in this
       projection.  The TWRS EIS will evaluate these needs.
.      Watchlist Tank Inventories - It is assumed that the Watchlist tanks
       inventories remain constant from 1995 through 2005.  
.      Headspace Above Pu-Bearing Solids - These projections assume headspace
       above Pu-bearing solids would be used to store Dilute Non-Complexed waste.
.      All DSTs Remain Sound - The special OWVP assumes that all existing DSTs
       remain intact for at least another 10 years.  

APPENDIX A REFERENCES

WHC, 1995, Multi-Function Waste Tank Facility, Phase Out Basis, Awadalla N.G.,
WHC-SD-W236A-ER-021, Revision 2, June 1995.
WHC, 1994, "Operational Waste Volume Projection", WHC-SD-WM-ER-029, Rev. 20,
September 1994.

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