This document was too large to scan as a single document. It has been divided into smaller sections. [ Section 3 Document Inf ormation Document # FOIA-2009-0054TPRevision Title FREEDOM OF INFORMATION ACT REQUEST (FOT 2009-0054) bate 09/02/2009 Originator RIEHLE bC Originator Co. OOE-RL Recipient JAR VIS R Recipient Co. HEART OF __________AMERICA NW References Keywords OCE, FOIA, SENSITIVE, PRIVATE CITIZEN Projects Other Inf ormation___________________________
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This document was too large to scanas a single document. It has
been divided into smaller sections.
[ Section 3
Document Inf ormation
Document # FOIA-2009-0054TPRevision
Title FREEDOM OF INFORMATION ACT REQUEST (FOT2009-0054)
bate 09/02/2009
Originator RIEHLE bC Originator Co. OOE-RL
Recipient JAR VIS R Recipient Co. HEART OF__________AMERICA NW
References
Keywords OCE, FOIA, SENSITIVE, PRIVATE CITIZEN
Projects
OtherInf ormation___________________________
JAN NH JTA TRANSMITTAL AETlOs.
2. To: (Receiving Organization) 3. From: (Originating organization) J4. Related EDT No.:
G. C. Evans RCRA Permits Section N/ARCRA Permits Section5. Pro]. /Prog./Dept./DiV.: 6. cog. Engr.: 7'. Purchase order No.:
W-025 G. C._Evans N/A8. originator Remarks: 9. Equip. /Coarponent No.:
-15. _____________ DATA TRANSMITTED (F (G) (111 (1)..
(Al (C1 (0) Reason Onigi- Receiv-
Item (B) Document/Drawing No. She FIT, Eitle or Description of Dt Ima t fr no oir of~o
No. No. No. rreitdLvl Tas io Dp-
Imittal sition sition
I. WHC-SO-W025-AP-OQ1 0 Response Action Plan 4 1 11Project W-025Landfill ,Hanford Site,
_______________ ____ _____Washi ngton- -
K~EY
Impact Level (F) Reason tor Transmittal 16) Disposition Ili) & iI
1. 2, 3, or 4 Ise 1. Approval 4. Review 1. Approved 4. Reviewed riolcommant
MRP 5.43) 2. Release S. Post-Review 2. Approved wicommont S. Revierwed wicommant3. Information 6. Dist. (Receipt Acknow. Required) 3. Disapproved wlcomment 6. Receipt acknowledged
IG IH) 17. SIGNATIJREjOISTRIBUTION (a) (HI1 ~(Sea Impact Leval for re quired sgnatures)
Rea- Disp. (J) Name ()Signatuve UL Date (MI MSN I Name (1(1 Signature ((I Date (Ml MSIN Red Ojap.son son
1 1 Cog.Eng. G. C. Evanst/ H zq 16- 24
1 1 Cog. IMgr. Rt. C. BwaOA
Safety4______________________
1 1 Env. G. c. EvanstVy~6It~2.:7)62
1.19. 20. 21. DOE APPROVAL (if required)Ltr. No0.
03 Approved
ZA-4 _YXIA1L E 0 Approved wi/cousaentsSignature ot EDT Date Auth~orized Representative Date Cognizant/Projact\ ato El Disapproved w/commentsOriginator for Receiving Organization Engineer's Manager
80-7400-172-1 (0719
Response Action Plan Project W-025 Landfill, WHC-SD-W025-AP-0010Hanford Site, Washington-S. K~ey Words 6. Author
W-025, Action Leach Rate, AIR, Landfill, Leachate, Name: G. C. EvansRCRA, Response, Permit APPR--'Iz~
7. Abstract I-3.3 SW &~This Response Action Plan (RAP) has been prepared for the Project W-025 Landfill onthe Hanford Site. Project W-025 is a lined trench with a leachate collection systemdesigned, to dispose of dangerous waste in compliance with WAC 173-303 and 40 CFR 264requirements. A RAP is required by the U. S. Environmental Protection Agency and byextension the Washington State Department of Ecology for all hazardous wastelandfills. The RAP is a site-specific plan that establishes actions to be taken ifleakage through the upper (primary) liner exceeds a certain rate, referred to as theAction Leak Rate. ________________
8.P E AND USE OF DOCUM4ENT ' Thi -c was propaedr e 10. RELEASE STAM4Pwith the U.S. Department of Ea and i ts tract, tobe only to perform, rect, or i grate w VunderU.S. De tment of Energy - acts. This doce i approvedfor pqjbL1 elease until !awed.
PATENT STAT - T d ocument copy, since I ansmi tted Inadvance of pa earance, is made aval lab n con ence solelyfor use in ormance of work und contract with the
- ~ U.S. Oepar o nergy. This documen not to be *shed norits cant othile disseminated or d for purposs er thans~pec if above befo patent appro for such re ease or use has
* bee~n ured, upon request, from atent Counsel., U.S. Department OFCA EE Sof rgy FieLd Office, Richt A.EOFFICAL REL
=2DISCLAIMER -This report was prepared as an account of work BY WHG,elf sponsored by an agency of the United States Government. Neither theUnited States Governmrent nor any agency thereof, nor any of their DATEemptoyees, nor any of their contractors, subcontractors or their JAN 14 199eirptoyees, makes any warranty, express or implied, or assumes anylega. liabiLity or responsibility for the accuracy, completeness, orany third party's use or the results of such use of any information,apparatus, product, or process disclosed, or represents that its usewould not infringe privateLy owned rights. Reference herein to anyspecific commerciat product, process, or service by trade name,trademark, manufacturer, or otherwise, does not necessarilyconstitute or Impty its endorsement, recoimmendation, or favoring bythe United States Government or any agency thereof or itscontractors or subcontractors. The views and opinions of authorsexpressed herein do not necessarily state or reflect those of theUnited States; Government or any aciency thereof.
9. Impact LeveL 4 ____________________
A-6400-073 (11/91) CEF) WEF124
WHC-SD-W025-AP-0O1, Rev. 0
RESPONSE ACTION PLANPROJECT W-025 LANDFILL
HANFORD SITE, WASHINGTON
REVISION -0-
WI{C Contract No. MLW-SVV-073750Task Order S -92-56
e-,
913-1756 November 5, 1992
WHC-SD-W025-AP-0I, Rev. 0
SUMMARY
This Response Action Plan (RAP) has been prepared for the Project W-025 Landfill on theHanford Site. A RAP is required by the U.S. Environmental Protection Agency (EPA) and byextension the Washington State Department of Ecology (Ecology) for all hazardous waste landfills.The RAP is a site-specific plan that establishes actions to be taken if leakage through the upper(primary) liner exceeds a certain rate, referred to as the Action Leakage Rate (ALR).
The ALR for the Project W-025 Landfill is 230 gallons per acre per day (2150 liters perhectare per day). The derivation of this value is presented in Section 3 of this plan. If this rate isexceeded, the following actions are required:
* Notify the regional EPA office and Ecology within 7 days.
0 Within 14 days, provide information on the amount and source of liquids, cause ofleaks, and short-term actions to remedy the situation.
0 Determine if possible the cause, size, and location of any leak.
0 Perform engineering studies to develop permanent solutions to the problem. Thesemay include repair of the liner, removal of waste, changes in landfill operations,closure of the landfill, or other alternatives.
* Report the results of the engineering studies to the EPA and Ecology within 30days of exceeding the ALR.
* As long as the ALR is exceeded, submit monthly reports to the EPA and Ecologydescribing remedial activities performed to date and future plans.
These response actions are discussed in Section 4 of this plan,
A ACTION LEAKAGE RATE CALCULATIONS............................ A-1
riGURES:
2-1 Site Location............................. **' 32-2 Project W-025 Landfill - Plan View................................... 42-3 Liner Section - Floor............................................ 52-4 Liner Section - Side Slopes........................................ 6
WHC-SD-W025-AP-00l, Rev. 0
1.0 INTRODUCTION
This Response Action Plan (RAP) has been prepared for the Project W-025 Landfill on theHanford Site. This landfill is a double-lined facility for disposal of mixed radioactive andhazardous chemical wastes, and is presently (August 1992) in the design and permitting stage. TheW-025 Landfill complies with the design and operating requirements of the Resource Conservationand Recovery Act (RCRA, 1976), U.S. Environmental Agency (EPA) technical guidance, and theWashington State Department of Ecology Dangerous Waste Regulations (Ecology 1991). Amongthe requirements contained in these regulations is the need to prepare a Response Action Plan.
The RAP is a site-specific plan that establishes actions to be taken if leakage through theupper (primary) liner of the landfill exceeds a certain rate. The intent of the RAP is to assure thatany leachate which does leak through the primary liner will not migrate out of the landfill into theenvironment. A key element of the RAP is the Action Leakage Rate (ALR), a threshold valuewhich triggers the responses described in the RAP, but below which no special actions arerequired. Because landfill liner systems have not yet been perfected, a small amount of leakagethrough the primary liner generally occurs despite the use of best available materials, constructiontechniques, and quality assurance procedures. (This leakage is collected by the secondary [lower]liner system and removed from the landfill.) Hence, the ALR is set at some level higher thannormally expected leakage rates to serve as an indicator that the primary liner is not fuinctioning asexpected. Exceeding the ALR may reflect serious failure of the primary liner, and indicates theneed for investigation and possibly corrective action while the problem is still manageable.
This RAP has been prepared in accordance with regulatory requirements and is part of thesupporting material for the Low-Level Burial Grounds Dangerous Waste Permit Application (DOE-
3 RL 1989). The current regulations for determining the Action Leakage Rate and preparingResponse Action Plans are contained in the Final Rule on Liners and Leak Detection Systems forHazardous Waste Land Disposal Units (EPA 1992a).
The following sections of this RAP will describe the liner system of the W-025 Landfill,establish the ALR, and finally discuss actions to be taken if the ALR is exceeded. Pertinentregulatory requirements will be described more fuilly in the respective sections.
WHC-SD-W025-AP-00 I, Rev. 0
2.0 DESCRIPTION OF LANDFILL
The W-025 Landfill is located in low-level burial ground 218-W-5, in the northwest portionof the 200 West area on the Hanford Site, as shown on Figure 2-1. This region is relatively arid,with an average annual rainfall of 6.3 inches (160 mm) and a 25-year, 24-hour precipitation eventof 1.56 inches (40 mm). Summer temperatures can exceed 100*F (38'C), while wintertemperatures can remain well below freezing for several days to a few weeks.
The W-025 Landfill is designed as a disposal facility for approximately 28,000 cubic yards(21,000 cubic meters) of mixed low-level radioactive and chemical hazardous wastes. As shownon Figure 2-2, the landfill will be about 450 feet by 300 feet (140 mn by 90 mn) in dimension at theground surface, covering an area of approximately 3 acres (1.2 hectares). It will have 3H1: IV(horizontal:vertical) side slopes and a minimum 2.5% slope on the floor. Construction will requireexcavation to a depth of about 30 feet (9 in). The foundation materials consist of relativelypermeable soils underlain by basalt bedrock. From the ground surface downward, these unitsconsist of about 17 feet (5 mn) of eolian silty fine sand; about 80 feet (24 m) of coarse-grainedsands and gravels belonging to the Hanford Formation; early Palouse soils; the Ringold unit; andfinally the basalt bedrock unit. The local groundwater table is about 270 feet (82 mn) below theground surface.
The W-025 Landfill is designed as a RCRA-compliant facility, incorporating a double linersystem to minimize leakage out of the landfill. The primary liner consists of a 60-mil (1.5-mm)high-density polyethylene (HDPE) flexible membrane liner (FML) and, on the floor of the landfillonly, an underlying 1 .5-foot-thick (0.5-in-thick) layer of compacted soil and bentonite clay (admix)with a permeability of 1 x 10' cm/sec or less. The secondary liner consists of a 60-mul (1.5-mm)HDPE FML placed directly over a 3-foot-thick (0.9-rn-thick) layer of the same compacted admix.On the side slopes of the landfill, the FMLs are textured (roughened) to provide sufficient frictionwith adjacent materials so that sliding is prevented. The FMLs on the landfill floor are smooth.
=7 A drainage layer and leachate collection system overlies each liner to collect and removeleachate. On the side slopes of the landfill, the drainage layer consists of a geonet with a geotextilethermally bonded to each side. The geonet provides the drainage capacity, while the geotextileinterlocks with the asperities on the textured FML to provide stability against sliding. On thelandfill floor, the drainage layer consists of a geonet overlain by a geotextile (not bonded to thegeonet because sliding is not a concern here) and a 1-foot-thick (0.3-in-thick) layer of drainagegravel having a permeability of 1 x 10.2 cm/sec or higher. The drainage layer immediately abovethe secondary liner also serves as the leak detection system.
A 3-foot-thick (0.9-in-thick) operations layer overlies the other components of the linersystem on the both the floor and slopes for protection during waste placement and exposure to theweather. The liner system components are illustrated on Figures 2-3 and 2-4.
The waste will be packaged in drums or other suitable containers and stacked in the landfillin generally horizontal lifts. Spaces between the drums will be filled with soil, and a 2-foot-thick(0.6-rn-thick) soil cover will be placed over each layer of drums to provide a
WHC-SD-W025-AP-O0l, Rev. 0
400reaast NM
~~~~Ae CWyhfilcead
A iuereaSieLcain
a OldHanfrd A
WfIC-SD-W025-AP-OO1, Rev. 0
Datn vne =7
Tan' 153'4a672oO- B-9
44
WHC-SD-W025-AP-001, Rev. 0
v./ -k 'A)
3 it.,. ::~.:.) Operations Layer
............................................. e-GeotextileE J%~~i t &~ Primary Drainage Gravel
Secondary FML (60 mil HDPE - textured)3 A Compacted Admix
cc,Subgrade
LX)
43
913 1756/43675/10-28-92
Figure 2-C. Liner Section-Side Slopes.
6
* WHC-SD-W025-AP-001, Rev. 0
working surface for the next lift. The planned operational life of the landfill is 20 years. At thetime of closure, a final cover will be constructed to minimize infiltration into the landfill. Thisfinal cover has not yet been designed.
Additional details of the W-025 Landfill are presented in the Design Report (GolderAssociates Inc. 1992a) and Material Specifications (Golder Associates Inc. 1992b).
7
WHC-SD-W025-AP-001, Rev, 0
3.0 ACTION LEAKAGE RATE
The ALR is defined in the Final Rule (EPA 1992a, 40 CFR Part 264.302) as:
"the maximum design flow rate that the leak detection system ... can remove without thefluid head on the bottom liner exceeding 1 foot."
Elsewhere in the Final Rule, EPA notes that:
"This leakage rate must account for an adequate margin of safety for uncertainties indesign, construction, and operation of the leak detection system."
"The action leakage rate must not be greater than the flow capacity of the drainagelayer... "
"The action leakage rate should always be less than or equal to the pumping capacity of theleak detection sump..."
Thus, the ALR is based on the flow capacity of the leak detection system rather than ontypes and sizes of flaws in the primary liner. EPA provides a formula based on Darcy's Law forcalculating this flow capacity, assuming that it originates from a single hole in the primary liner(EPA 1992a):
Q =k htan(a) B(1
where Q = flow rate in leak detection systemk= hdraulic conductivity of drainage medium in leak
t detection systemh = head on secondary linera = slope of leak detection systemB width of flow in leak detection system,
perpendicular to flow direction
The major uncertainty associated with this formula is determining the value of B, which isa complex function and in part dependent on the other parameters. Additional information andguidance is provided by EPA in a recent background document (EPA 1992b). By assuming thatthe shape of the wetted area down slope from the hole is parabolic, EPA rewrites equation (1) toread:
Q =k D(2h -D) (2)
where D thickness of drainage layer
other parameters are the same as in equation (1)
It may be seen that equation (2) does not depend on the slope of the drainage system. Thisresults in part from simplifying assumptions by EPA related to the cosine of small angles beingnearly equal to 1. As a consequence of this simplification, equation (2) indicates that the flowcapacity of the geonet drainage layer on the landfill side slopes would be equal to that of the geonet
WHC-SD-W025-APO001, Rev. 0
on the landfill floor, all other factors being equal. While intuitively unsatisfying, this approachappears to be conservative. In addition, the added capacity of the gravel drainage layer on thelandfill floor can be ignored when finding the lowest flow capacity in the system (I.e., the sideslopes). Again, the EPA approach appears to be conservative.
With respect to selecting appropriate input parameter values for use in solving equation (2),the hydraulic conductivity of the geocomposite drainage layer is based on manufacturer's testresults and includes the effects of compression from the load applied by the waste. The thicknessof the geocomposite layer is the combined thickness of a geonet plus two layers of geotextile, all ofwhich conform to the requirements of the Specifications (Golder Associates Inc. 1992b). Toaccount for compression, the thickness of the geotextile layers was reduced by 50 percent. Thehead on the secondary liner system is defined as 1 foot by the regulations.
Using equation (2) and the assumed input parameters, the ALR for the W-025 Landfill is230 gallons per acre per day (2150 liters per hectare per day). This value includes a factor ofsafety of 2 in accordance with EPA guidelines (EPA 1992a). It is also much lower than the pumpcapacity of 4,800 gpad (45,000 lphd). Thus, this ALR value satisfies all the regulatoryrequirements noted above. Details of the calculation are presented in Appendix A.
In accordance with regulatory requirements (EPA 1992a), the flow rate used to determine ifthe ALR has been exceeded will be calculated as the average daily flow rate into the sump,expressed as gallons per acre. This calculation will be performed on a weekly basis during theactive (operational) life of the landfill, and monthly after the landfill has been closed. Post-closurefrequency may be reduced if only minimal amounts of leachate accumulate in the leak detectionsystem sump.
9
WHC-SD-WO25-AP00l, Rev. 0
4.0 RESPONSE ACTIONS
In the Final Rule, EPA lists several required actions if the ALR is exceeded (EPA 1992a,40 CFR Part 264.304):
"(1) Notify the Regional Administrator in writing of the exceedence within 7 days of thedetermination;
(2) Submit a preliminary written assessment to the Regional Administrator within 14 daysof the determination, as to the amount of liquids, likely sources of liquids, possiblelocation, size, and cause of any leaks, and short-term actions taken and planned;
(3) Determine to the extent practicable the location, size, and cause of any leak;
(4) Determine whether waste receipt should cease or be curtailed, whether any wasteshould be removed from the unit for inspection, repairs, or controls, and whether or notthe unit should be closed;
(5) Determine any other short-term and longer-term actions to be taken to mitigate or stopany leaks; and
(6) Within 30 days after the notification that the action leakage rate has been exceeded,submit to the Regional Administrator the results of the analyses specified in paragraphs..(3), (4), and (5) of this section, the results of actions taken, and actions planned. Monthlythereafter, as long as the flow rate in the leak detection system exceeds the action leakagerate, the owner or operator must submit to the Regional Administrator a reportsummarizing tile results of any remedial actions taken and actions planned."
If the ALR is exceeded, the Department of Energy will submit the required notifications toEPA as stated above. The Washington State Department of Ecology will also receive copies of thisinformation.
The leachate will be analyzed for chemical compounds and radionuclides. If the analyticalresults indicate that these constituents are present, and if the constituents can be traced to aparticular type of waste stored in a known area of the landfill, then it may be possible to estimatethe location of the leak. However, because the waste will meet land disposal restrictions, it willcontain no free liquids and will be stabilized or solidified. In addition, the drum or other type ofwaste package may not undergo enough deterioration during the active life of the landfill to permitescape of its contents. For these reasons, it is possible that the leachate may be clean or thecomposition too general to indicate a specific source location.
If the source location cannot be identified, large-scale removal of the waste and operationslayer to find and repair the leaking area of the liner would be one option for remediation.However, this procedure risks damaging the liner. In addition, waste would have to be handled,stored, and replaced in the landfill. Backfill would need to be removed from around the wastepackages to accomplish this. If the waste packages are damaged during this process, the risk ofaccidental release may be high. For these reasons, large scale removal of waste and liner systemmaterials is not considered a desirable option and will not be implemented except as a last resort.
10
WHC-SD..W025-AP-0l1, Rev. 0
The preferred options for remediation include covers and changes in landfill operatingprocedures. The preferred alternative will depend on factors such as the amount of waste alreadyin the landfill, the rate of waste receipt, the chemistry of the leachate (i.e., is it clean?), theavailability of other RCRA-compliant disposal facilities, and similar considerations. Hence, at thistime no single approach can be selected. If the ALR is exceeded, potential options will beevaluated prior to selecting a remediation process. If necessary, an interim solution will beimplemented while the evaluation and permanent remediation is performed. Examples of potentialapproaches include the following:
I. The surface of the intermediate soil cover over the waste could be graded to directrunoff into a shallow pond. The surface would then be covered with a discardable,temporary geomembrane (e.g., 20-rnil [0.5-mm) PVC). Precipitation water wouldbe pumped or evaporated from the pond and would not infiltrate the waste alreadyin the landfill. Waste packages would be placed only during periods of dryweather, and stored temporarily at other times. This type of approach would alsobe used, if necessary, to reduce leakage during the time immediately after the ALRwas exceeded, while other remediation options are evaluated.
2. If the landfill is nearly full, partial construction of the final closure cover may bean option. This would reduce infiltration into the landfill, and possibly the leakagerate if the cover is constructed over the failed area.
3. A layer of low-permeability soil could be placed over the existing waste, perhaps inconjunction with a geomembrane, to create a second "primary" liner higher in thelandfill. This new liner would intercept precipitation and allow its removal.
4. A rigid-frame or air-supported structure could be constructed over the landfill to:M ensure that no infiltration occurs. Although costly, this approach may be less
expensive than constructing a new landfill.
In general, the selected remediation efforts will be those that are easiest to implement, withMm more difficult or expensive options to be applied only if earlier approaches are not satisfactory.
WHC-SD-W025-AP-001, Rev. 0
5.0 REFERENCES
DOE-RL, 1989, Low-Level Burial Grounds Dangerous Waste Permnit Application, DOE/RL-88-20,Rev. 0 plus Supplements I and 2, U.S. Department of Energy, Richland, Washington.
Ecology, 1991, Dangerous Waste Regulations, Washington Administrative Code 173-303,Washington State Department of Ecology, Olympia, Washington.
EPA, 1992a, Liners and Leak Detection Systems for Hazardous Waste Land Disposal Units,published in the Federal Register, Vol. 57, No. 19, January 29.
Golder Associates Inc., 1992b, Material Specifications and Construction Requirements for theRadioactive Mixed Waste Land Disposal Facility, Non-Drag-Off, Project W-025,Revision]1, WHC-S-045, Westinghouse Hanford Company, Richland, Washington.
United States Government, 1976, Resource Conservation and Recovery Act of 1976, as amended,Public Law 94-580, 90 Stat. 2795, 42 USC 6901 et seq.
12
WHC-SD-W025-AP-O0l, Rev. 0
APPENDIX A
ACTION LEAKAGE RATE CALCULATIONS
A-1
WHC-SD-W025-AP-0O1, Rev. 0
TRADEMARKS
TEX-NET is a registered trademark of Fluid Systems, Inc.
POLY-NET is a registered trademark of Fluid Systems, Inc.
Trevira is a registered trademark of IHochst Aktiengesellschaft
_3
A-2
WHC-SD-W025-AP-001, Rev. 0
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WH4C-SD-WO25-AP-O0l, Rev. 0 105v.-l
minmumtechnical requirements and other design assumptions tomaximize potential head on the bottom liner, end Uses a safetyfactor, EPA believes that the units meeting the minimum teoh=Tcalrequirements would not requiJre action leakage rates below 100
gad for landfills and Waste piles and- 1,000o gpad for surfaceUipoundsefts.
Assuming the vatted area in the drainage layer beneath a smallhole leak has approximtl the shea of a cone from side- viewand a parabola from top 'view, the with of the parabola (B) is:.
where X w plan distance downslope, from hole (i~e., r is afunction of the distance x from the hole ; most of B'isat the hole with only slight increases downslope4 .
Asswrning X = 0 (i.e. , looking at B under the hole, 3 .-and substituting this value for B into Equation 1 modifie for a.triangular cross-section of flow (i.e., Q - 1/2 kohetan a9B) andSolving, for Q yields:t
Q a khe EZquation 2]
where h - head on the bottom liner and h < thickness ofdrainage layer.
This equation becomes the following if the condition In changedfrom "h < thickness of the drainage layer (D)w to ah k o (whichIs important for geonet calculations):
nrQa k-ID j2h - D) tEquation 3]0
Solving Equation 3 using the minimum design specifications in thef inal riler Q a
for .1 cm/sec: 2100 gpad,01 ca/sec: 210 9padgeonet: 6800 gpad.
These numbers are the sames as the results given above forEquation 1.
Results Using a .3-D Model
Tables 1-4 and Figures 1-10 in Appendix B were developed, from a3-D model to show the relative effets of various designparameters and assumptions on flow capacity, and to show theshape* of the flow in the drainage layer for various designs andassumptions, including hole size and head. Appendix C givesbackground information on the 3-V model. The tables show th~tslope, lengt of run, and hole size have some effect on flow rate(e.g., 4* Increase in flow rate when slope is increased from 1%to 2% ETables 1, 3-51; 1* increase in flow rate at it slope when
A-5
WHC-SD-W025-AP-0OI, Rev" 0'
installation Hydraulic PropertiesNo underground dlrai!nesystemn is Transmissivity/f low charts for TEX-NET woven monofilaments heat laminatedeasier to install than TE-ET corn- are available on supplemental data to any stye of POLY-NET Call FSI farposite. It is a simple one-step opera- sheets. They are prepared ~for use by further details.lion. Because it is lightweight, flexi- design engineers to help determine TodtrieQ(lwprutwdhble and strong, .it can be rolled out in TEX-NET performance under varying Todtmn Q(lwpruiwdhplace on flat or steep slopes, around conditions of pressure, hydraulic gra- of TEX-NET) in actual conditions, sim-.building foundlations or along foot- dient and field profile. All transmis- ply 1m.1ltiply-(transmissivity m2/sec).ings. The composite is supplied with sivity tests were performed in accor- blhdalcgain)a geotextile overlap of 2' on both dance with ASTM D4716 where a Example: TEX-NET 1001 under 4000edfges or 5' on one edge so that con- drainage layer is characterized by p.s1tan gradient of 0.75 has atinuity of drainage action can be its transmissivity Or-&- = (QIB)/i transmissivity of 1.0 x 10-3m 2/sec.assured from one strip of the corn- Q= 1.0 x 10-3m2/sec (0.75)psite to the next. TEX-NET sheets TEX-NET can also be specified with = 7.5 X lO4M2Iseccan be cut to size in the field to fit non-woven polypropelene fabncs and = 3.6 GPM/FT of WIDTHnearl an eqie area. It is alsoreaiyihng veall on basemellnt o The information contained herein is, products described herein. In sub-
retinig wllspror o bckfllig.to the best of our knowledge, true mitting this information, no liabilityBy specifying TEX-NET on your next and accurate; however, all recoin- is assumed or license or other rightdrainage project you will save con- mendations or suggestions are implied or given with respect to anysiderable time and labor costs. And made without guarantee, since the existing or pending patent, patentwhen compared to a sand and gravel conditions of use are beyond our applications or trademarks. Thesystem, extra savings can be expected control. There is no expressed war- observance of all legal regulationsthrough lower tranrsportation and ranty and no implied warranty of fit- and patents is the responsibility ofinstallation costs. ness for purpose of the product or the user
SSpecd iain _ _ _ _ _ _ _
Refe tosuplemntaldat shetsTRANSMISSNITY OF TEX-NET AT VARIOUS PRESSURES
T~ and performance curves. TXNr10
1 0 "_ W a 1 0
- . ~ ~ ~ 0"-' Olzc Gradit i - 1.0)~~=~**~ -= ?F*I: MD(JE 1001 SoaJ11X4Wrkw 7EX41ET 1002 SoWM-NETW~~- - - ?4~~~~~~~O Cal or wrhe F9S Ice spedficdetaed ounnusuvity dwu at vaticus prevuis. _________________
FL UID SYST7EMS MN.32 Triangle Park DriveSoto 3201Cincinnati, OH 45246(513) 771-5656*f800) 346--910ZFAX: (513) 771-44Offices in Denver and Atianta
A-6 F1149S
WHC-SD-W025-AP-001, Rev. 0 toa INSTALLATION METHOD I HYDRAULIC PRESSURE
Installation particles into the net, except Hydraulic Propertieswhen Poly-Net is between two
Poly-Net is easily installed by hand. geomembranes, in which case a Transmissivity charts for Poly-NetOn steep slopes, pets should be geotextile is not necessary. Poy under various profiles, gradients,anchored at the top,.then un- Net is ULIM stabilized and can be and pressures are available in therolled. On vrtical walls, anchor- stored outside for short periods, FSl transmissivity brochureing the net with masonry nails but care should be taken to keepmay be necessary. them clean of mud and debris, if SpecificationsAdjacent rolls can be easily joined Poly-Net becomes dirty simplyRertoscicaonblwadby plastic ties supplied with the wash out debris with a high ps Rfer "sgto d specification o nPoly-Net. When joining adjacent sure hose. gSueste spohuecfatorolls in the direction of the flowud"brcuebutt the rolls together, or overlap2-4'. When joints are not in the= h . odirection of flow, overlap adjacent ..... out knowledge true and &=Mrae; hoiwwK affrolls in shingle fashion. On the =.wn eth s t en
bottom of landfills or ponds, a FLUI SYSTEMS INC.s oaese a"adn2'ovraisrcmeddto I oc or products demcibed herein. In submitting this2.4'~3 overa isi reomne 3 aiDreSite 3201 kinformation. no liabikiy isassuited or kiense ormaintain flow. ciriatl, Ohio 4S246 -FAX: 513/771-48144 oJ'.erightsi kmplied or given Yvith respect to any
Geotextiles should always be S131771-5656 * 8001346-9107falel guanuse topreentmiraton f sil Officesin Denver and Atlanta and patmnts is the respcinsibility of the user
SPECIFICATION~"Details
PN-1 000' PN-2000 PN-3000 PN.3000CN* PN-4000'-
Raw material polyethylene polyetylene polyethylene polyethylene polyethylen~e
high filtration potential and outstanding permiTYPICAL PHYSICAL PROPERTIES OF TREVIRATYPE 1'Trevira* Spunbond Type 11 products PO "-9ptfl11 TOM Method 1112 ,1114 112
are 100% continuous filament FarcWih oz/ydg ASTM 0-3776 3.5 4.2 6.0polyester nonwoven needlepunched Thickness. I mlii ASTM D-177 60 70 90engineering tabrics. They deliver a Grab Strong MD/CD)"I lbs ASTM D4632 120/95 150/115 230180combination of advantages Grab Elongatin (MD/CD)IJ % ASTM D-4832 85/75 MW/8 MW/unmatched by any other spunboncied Trapezoid Tear Strength (MD/CDM)' lbs ASTM 0.4533 50/40 .55150 SWIgeotextiles. They're resistant to Puncture Resistance lbs ASTM "-833 55 85 95freeze-thaw, soil chemicals and Mullen Burst Strangth -PS ASTM 0-3786 195 225 320ultraviolet light exposure. Water Flow Rate gpm/tt' ASTM D-4491 195 190 170
~'engineering fabrics after excellent AOS ASTM.047511 -.149 -.149 270.1Aperformance where the requirement mtndr 210 With' .210JL. -___10 12,is tensile reinforcement, planar IStandwr Roll Length;" ft 1____ 400 1 400[30flow, filtration, or separation. They "MAD - Mahn Drctin, CD *Cross Machine Direction. '*Oter with and length rolS w aare ideal for roadways, railbeds, MINIMUMt PHYSICAL PROPERTIES OF TREVIRAOTYPE 1'drainage systems, pondliners, 1-.jjj
retanin wars And much more.14 12rtiigwlsAn muhmr.Fabric Weight A;oziyd' ASTM D-3776 3.3 4.0 5.7
Th Inonao .o~~hwL~ oleeie of. de an s Water Flow Rote gpm/tt ASTM D-4491 155 150 130ousixet kriwldge.UItuarid al:Wer. alcommndsZon Permlitivity, P sec- ASTM 0D4491 2.07 2.01 1.74or suggeuions ste made w~i w gantat. amos uts coadllions ataweynd conftmt. Thomsno *zrshad wary and no Peebityk - 'Pt cm/sec: ASTM D-4491 .28 .28 M3kopisd *wnl* "~houiilt of# mas lor %1AO110 N)Sw Sieve Size so so50 7
aof keby .orl~tS or cum 4Atgi kvk~d gwven Will ______ _ min .300 .300 Li t0r30p1 IOW 301IM9 or pedogp1.1 P 130 ~h.0J8 or 'These minimum values represent minimum test varlues determined from O.C. testing on alt lots produced In 1969. C
I~admai~s.Thecbs~va~e od 1991i~gW~i~lS fbdpalnla i' g the Industry standard of a 95 percent confidence level rLe. mean Ieon Iwo standard deviations) mayb hitglier itL~inttfiabl~V 01 h ber ~production tot. Please cqntact your Trevirar Distrtbutor or Hoeast Catanose Corporation tor addllioa InlormAllon.
minimum technical requirements and Other design assumptions tomaximize potential head on the bottom liner, and uses a Safetyfactor, EPA believes that the units meeting the Minimum technicalrequirements vould not require action leakage rates below 100gpad for landfills and-wast& piles and 1,000 gpad for surfaceimpoundments.
Assuming the vatted area ina the drainage layer beneath a small'hole leak has approximately the shape of a cone from side viewand a parabola from top, view, the vidth of the parabola (B) IS;
% 4Awhere x -plan distance downulope from hole (i.e., B is a
function of the distance x from the holey most of B isat the hole with only slight increases downslope)-p
Assz~ig x 0 (. a 0,looking at B under th. hole, Band substituting this value for B into Equation 1 modified for atriangular cross-section of flow (i.e., Q - 2/2 k-hotan a*B) andsolving for Q yields:
Q -ch 2 (Equation 21
where h - head on the bottom liner and h <thickness ofdrainage layer.
This equation becomes the following if the condition is changedfro= "h < thickness of the drainage layer (0)" to "h 2 D" (whichis important for geenet calculations):
Q a keD i2h - D) jZquation 3].
Solving Equation 3 using the minimum design specifications in thefinal rule, Q -
for I1 cm/see: 2100 gpad,0l cm/see: 210 gpadgeonet: 6800 qpad.
These numbers are the same as the results given above forEquation 1.
Results Using a.3-D Xodel
Tables 2-4 and rigures 1-10 in Appendix B were developed from a3-D model to show th. relative effects of various designparameters and assumptions on flow capacity, and to show theshapes of the flow in the drainage layer for various designs andassumptions, Including hole size and head. Appendix C givesbackground information on the 3-D model. The tables show th~tslope, length of run, and hole size have some effect on flow rate(e.g.* 4% increase -in flow rate when slope is increased from 1%to 2% (Tables Is 3-5]1 it increase in flow rate at 1t slope when
)~4jj~7m VWHC-SD-W025-AP-O01b Rev. 0 Dh~ 1 4i
Installation Hydraulic PropertiesNo underground drainage system is Trainsmissivitylflow charts for TEX-NET woven monofilaments heat laminatedeasier to install than TEX-NET cam- are available an supplemental data to any style of POLY-NET. Call PSI forposite. It is a simple one-step opera- sheets. They are prepared for use by further details.tion. Because it is lightweight, flexi- design engineers to help determineble and strong, it can be rolled out in TEX-NET performance under varying To determine Q (flow per unit widthplace on flat or steep slopes, around conditions of pressure, hydraulic gra- of TEX-NET) in actual conditions, sim-building foundations or along foot- dient and field profile. Ali transmis- ply multiply e-(transmissivity m2/sec)ings. The composite is supplied with sivity tests were performed in accor- gy i (hydraulic gradient).a geotextile overlap of 2" on both dance with ASTM D4716 where a Example: TEX-NET 1001 under 4000edges or 5" on one edge so that con- drainage layer is characterized by p.s.f. and gradient of 0.75 has atinuity of drainage action can be its transmissivfty or-&e (Q/B)fi transmissivity of 1.0 x 1 0-3m2/sec.assu red from one strip of the comn- Q = 1.0Qx 103m2/sec (0.75)posite to the next. TEX-NET sheets TEX-NET can also be specified with = 7.5 x 10"4m 2/seccan be cut to size in the field to fit non-woven polypropelene fabrics and = 3.6 GPM/FT of WIDTHnearly any required area. It is alsoeasily hung vertically on basement or The information contained herein is, products described herein. in sub-retaining walls prior to backfilling. to the best of our knowledge, true mitting this information, no liabilityBy specifying. TEX-NET on your next and accurate; however, all recoin- is assumed or license or other rightsdrainage project you will save con- mendations or suggestions are implied or given with respect to anysiderable time and labor costs. And made without guarantee, since the existing or pending patent, patentwhen compared to a sand and gravel conditions of use are beyond our applications or trademarks. The
ysem, extra savings can be expected control. There is no expressed war- observance of all legal regulationsthrough lower transiportation and ranty and no implied warranty of fit- and patents is the responsibility ofinstallation costs. ness for purpose of the product or the user.
Specficatio ns ________
~2Refer to supplemental data sheets TAsIsvr prxNTA AIU RSUEand perform"Aance curves. TXNT10
I - -FIfIf% ~~'V13j m, ~32 TRIANGLE PARK DRIVEFt IDSY- r...r. INC. SUITE 3203F4LJ~d I~~I-lV.J, I W...CINCINNATI, OH 45248
IA-1780-W97I FAX - 513rM74844
Pss & as
WHC-SD-W025-AP-OO1, Rev. 0 (0 o~f 10
Installation particles into the net, except Hydr~aulic Propertieswhen lfly-Net is between two
Rly-Net is easily installed by hand. georrembranes, in which case a Transmissivity charts for Poly-NetOn steep slopes, nets should be geotextile is not necessary. Ply under various profiles, gradients,anchored at the top, then un- Net is U.V. stabilized and can be and pressures are available in therolled. On vertical walls, anchor- stored outside for short periods, FSI transmissivity brochure.ing the net with masonry nails but care should be taken to keepmay be necessary. them dean of mud and debris. if SpecificationsAdjacent rolls can be easily joined Poly-Net becomes dirty, simply Refer to specifications below andby plastic ties supplied with the wash out debris with a high pres- FSI "suggested specificationPoly-Net. When joining adjacent sure hose. guide" brochure.rolls in the direction of the flow,butt the rolls together, or overlap2-4'. When joints are not in the = . odirection of flow overlap adjacent .~out knowledgA true and accurate; hoAwvr, allrolls in shingle fashion. On the =urnte sic h odtoso use are beynbottom of landfills or ponds, a FL UID S INC u crtrl Thee i o eessed warrat nd no2-4' overlap isrcm eddto uct or products d~escribed herein. In submming thiisreom ened32 Triagl Park Drive * Suite 3201 information, no liabiliy is assumed or license ormaintain flow. Cincinnati, Ohio 45S246 - FAX: 5131771-4844 other rights implied or grKen with respect to any
Geotextiles should always be 513/771-56S6 - 800/346-9107 exsigoedn p alent paealirgcations
used to prevent migration of soil Offices in Denver and Atlanta and paternts -is the responsibiliy of the user
'i SPECIFICATION
S DetailsPN-1000* PN-2000 PN-3000 PN-3000-CN* PN 4000*
Raw material polyethylene polyethylene. polyethylene polyethylene polyethylene
>, engineering fabrics offer excellent Aos Sieve Size ASTM D-4751 7010 70103 7010Sperformance where the requirement MM 210_.149 1.21_.14 2 1 2.
is tensile reinforcement, planar IStndard Rol Length?)l 1t ----------- A 400 1~ 40 3D ILflow, filtration, or separation. They "MD Machine Direction, CD - Cross Machine Direction. 2aothsr width ancd length tolls are vare ideal for roadways, railbeds, MINIMUMtPHYSICAL PROPERTIES OF TREVIRAOTYPE 1'drainage systems, ponciliners, FllxcPo"Unit Tat Method 1112 1114 112Dretaining walls. And much more. Fari Weight oz/yd5 ASTM 0-3776 3.3 4.0 5.7
Th noraincotie htmmtlialioo hag.ad s o Water Flow Rate gpmfl11 ASTM -4491 155 150 130our toast nowitedg. true and cals sehoever. ANl IsConiflroedallons Permittivity. 'I' sacl' ASTM D-4491 2.07 2.01 1.74or wSgmakonS.hSsi m ifd. wahout guaara. since th. conchbcns ciuis all beyond our control. Thais ' no sxpessaa wairanty and nto Prmeablty k - AN' cm/sec ASTM -4491 .28 28 .33implied wsurenly cf marchlastbiliy of oflahnesicW putpose of 1h6 Sieve Size 50 so 70Prouo prouc i Cscoi hosintn g Tis informaion. AOS mm ASTM 0-4751 30 .00 21no1-ilt s doflcns fOher4 nsRped given with ________________ .300__.300_.21respecto slyt eing or pending patsmi patent applications or IThos, minimum values represent minimumn lost values determined from O.C. lasting on all tots produced in 1989. Ctsoosedomlyoe fte ar~ ofL aa euein n eatt h ng thea industry st andard of a 95 percent confideonce l evel [i.e. mean Isess two standard deviatons) may be higheof th
respnuailil ofthe lerproduction lot. Please contact your Traviral Distributor or Hoechst Cetanese Corporation tor additionat information.
- WHC-SD-WOj5-AP-001, Rev5 0
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EL GM571 E L*496.40
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WHC-SD-W025-AP-001, Rev. 0
G o d rSUBJET Ae-4,1 LeA4o w - tAJ25 Iamd ,1(AssociateJo No. 61Made byDae St 1zR ef.C h ac ed r P PS heet O t
. puk )W e I AzJ t 64 V;44v i4Y
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'p~e Aeceivp j P;T~FAAl~lD~~Q EQ ETRfrence:"
Coavtete for alt Types of ReLeasePuroose __________ ___ ID Number (IncLude revision, volumne, etc.)
0 Speech cr Presentation CX4 Rafecence WHC-SD-025-AP-OO1, Revision 0o3 Full Paper (Cek EXl Technical Report
only ane 03 Them!* or Dissertation List attachments.E3 summary suffix) E3 ManuelO3 Abstract 03 BrochureFller3 Viua Aid El SoftwarelflatabaseDaeRes eqid
0 Speakers Bureau 03 Controlled Document aeReseeurdO3 Poster Session o Other 12-15-92O3 Videotape ITitle Response Action Plan Project W-025 Landfill Unclassified Categor ImltpactHanford Site, Washington IUC-630, 721 Level 4New or novel (patentable) subject matter? [X] No Yes Information received from others In confidence, such as poprietary data.If "Yes'. has disclosure bean submitted by W)IC or other company? trae secrats. and/or Inventions?
[] No [3 Yes Disclosure Nols). [X] No [I Yea (identify)
Copyrights? Ex) No I[I Yes Trademarks?If "Yem*, has written permission been granted? [I No [X] Yes (identify) TEX-NET, POLY-NET,
[3No [3Yes (Attach Permission) Trevi ra.Compete for Speech or Presentation
Title of Conference or Meeting JGroup or Society Sponsoring
Title of Journal
CHECKLIST FOR SIGNATORIESReview Required oer WJHC-CM-3-4 Yes No Reviewer - Signature Indicates ApprovaL
Nae(rnelSignature DateClassification/Unclassified ControlledNuclear Information (3 [X1Patent - General Counsel[x [3/ '
"S Legal - General Counsel[x [J . L J f rl.srApplied Technology/Export ControlledInformation or International Program [3 X] ____________________________________
WHC Program/Project [x] [ M. M. McCarthyCommunications /el t? 2 "r u -c .s ' r-RL Program/Profect[x [3 .C..-.Cak. .
Publication Services x l L A.Bon- 'I
Other Program/Project (3 N _________________________________________
Information conforms to att appticable requirements. The above information is certified to be correct.Yes No INFORMATION RELEASE ADMINISTRATION APPROVAL STAMP
References Available to Intended Audience ( (3 Stamp Is required before release. Release is contingent upon resolution of1XI 11 mandastory comments.
Transmit to OOE-li /Office of Scientif icand Technical Information 1xl ..Author/Requestor (gnted/Sgnature) DaeI"r10
G. C. Evans Dt
Intended Audience ;t
[3 Internet ( sponsor Ex] ExternalResponsible Manager (Printed/Signature) Date
R. C. Bowmani~ k/1vJ 2_. Date Cancelled Date Disapproved
BD-7600-062 (08/91) W4EF074. Part
2. ECH Category (mark one) 3. originator's Mamet organization, MSZN, and TeLephone Mo. 4. Date
Suppiementat 13 G. C. Evans, 88230, 1-6-23, 6-8939 February 22,Direct Revision rX3Change ECHl (3 1993_________________Tewrforary 13 5. Project Titte/No./Work Order No. 6. Stds./Sys./Fac. No. 7. Impact LevelStandby 0lSupersedure 0W-025 Landfill 218-W-5 4
CneVi8. Document Numbers changed by this ECU 9. Re~ated ECU No(s). 10. Relaced P0 No.
(inctudes sheet no. and rev.)
____________ _ WHC-SD-W025-AP-0O1, Rev. 0 n/a n/aIla. modification work Ilb. Work Package 11c. Modification W.ork Coaptete Ild. Restored to Original Condi-
No. ftion (Temp~. or Standby ECU onty)(]Yes fil out B~k. n/a I
14. Distribution (incLude nam, MSIM, and no. of copies) RELEASE STAMPR. C. Bowman, 116-24, 1. G. C. Evans, H16-23, I1FIIL EES
BY WHCDATE MMO 19
A-790-013-2 (06192) GEF09S
A-7SO0-013-1 tOWo2.)
'.ENGINEERING CHANGE NOTICE (s o rmp.1IPage 2 of 2 190326
15. Design 16. Cost Impact, 17. Schedule Impact (days)Verification NIERlGCSRUTORequi red EGNEIGCNTUTO(I Yes Additional (3 S Additional [I $ .Improvement L
1]No Savings __ 01 Savings [01 S Delay (018. change impact Review: Indicate the related documents (other than the engineering documents identified on side 2)
that will be affected by the change described in Btock 12. Enter the affected document number in Stock 19.SOD/DD [U Seismic/Stress Analysis [3Tank Calibration Manual [Functional Design Criteria [3Stress/Design Report (3Health Physics [
ProcedureOperating Specification i Interface control Drawing U3 Spares Multiple Unit [
consideration [Procurement Spec. [IOperating Instruction [3Computer Software [Vendor Information (3Operating Procedure [3Electric Circuit L
ScheduleON Manual [3Operational Safety [3ICRS Procedure L
RequirementFSAR/SAR [3 ZFO Drawing [3Process Control L
Manual/p tanSafety Equipment List (3CeLL Arrangement Drawing (3Process Flow Chart [Radiation Work Permit (3Essential Material ( Purchase Requisition (
SpecificationEnvirorwuentat Impact [3Fec. Proc. Samp. Schedule 3[Environmental Report [3Inspection Plan ]IEnvironmental Permit Ineuetor Adjustment [IH19. Other Affected Documents. (NOTE- Documents Listed below will not be revised by this ECN.) Signatures below
indicate that the signing organization has been notified of other affected documents Listed below.-Document Number/Revision Document number/Revision Document Number Revision:rn/a
t 20. Approvals
Signature Date Signature' DateOPERATIONS AND ENGINEERING ARCHITECT-ENGINEERCog Engindbr * z r-ZIL-1 f / 3 PECog. Mgr. p jkwr. O~LT~ AGA KsafetySafety DesignSecurity Environ.
Environ. 0- *~..other
Projects/Programs
Tank Waste Remediation systemFacilities operations DEPARTMENT OF EEG 7 7Restoration & Resedlation Signature or Letter No.Operations & Support ServicesIRM ADDITIONAL
Other
A-7900-013-3 (06/92) GeF096
I .CBowman Hk.~yJ~I / ~. eCancetLed Date Disarov jI
fl 70-6 0391 E04Pr
WH-0D-W25-AP-00).. Rev. I'1D Number
Lead Author Phone HN other Author(s) or RequesterG. C. Evans 6- 9 H6g2 Golder AssociatesProject or Program Lead Org Code Sponsor Agency (DOE, DOT, NRC, USGS, etc.)W-025 88220 DOEEditor Phone H4S N DOE/HO Program (DP, EH, EN, NE, etc.)L. A. Brown 2-2544 1H6-07 EM _____ ___
Mandatory Comments (Only mandatory commlents are Reviewer Name Date Resolution Reviewer Name Dateto be documented. ALL. other comments should be & signature & Signaturemade an a copy of the information submitted forreview and returned to the author.) _______
Legends/Notices/Markings (required per WHC-CM-3-4 or guidance organization.) (Reviewer initials)Affix fi
2-Yea No Xes No_
-, Applied Technology E 3 E 3 Predecisiona. Information C 3 C IBusiness-Sensitive Information E I E I Programmatic NoticeComputer Software Notice C I C I Proprietary Information I CICopyright License Notice E I LEI Purpose and Use EC) r.4" 1
Exotcntoldinomto Thesis/Dissertation L
Legal Disclaimer Ap... C/( E 3 Trademark Disclaimer I I LILimited Disclosure E I EJAI Unclassified Controlled Nuclear
Patant Status ELI CInformation/Officiat Usen 3 I CI
Responsible Manager (Printed/Si-gnature)
Additional information
90-7600-062 (08/191) WJEF074 Part 3
WHC-SD-W025-AP-0O1, Rev. 1
3.0 ACTION LEAKAGE RATE
The ALR is defined in the Final Rule (EPA 1992a, 40 CFR Part 264.302) as:
"the maximum design flow rate that the leak detection system ... can remove without thefluid head on the bottom liner exceeding I foot."
Elsewhere in the Final Rule, EPA notes that:
"Thiis leakage rate must account for an adequate margin of safety for uncertainties indesign, construction, and operation of the leak detection syte.
"The action leakage rate must not be greater than the flow capacity of the drainagelayer...
" The action leakage rate should always be less than or equal to the pumping capacity of theleak detection sump..."
Thus, the ALR is based on the flow capacity of the leak detection system rather than ontypes and sizes of flaws in the primary liner. EPA provides a formula based on Darcy's Law forcalculating this flow capacity, assuming that it originates from a single hole in the primary liner(EPA 1992a):
Q =kh tan(a) B (1)
where Q = flow rate in leak detection system__ k = hydraulic conductivity of drainage medium in leak
detection systemh = head on secondary liner
,ela = slope of leak detection systemB = width of flow in leak detection system,
perpendicular to flow direction
T1he major uncertainty associated with this formula is determining the value of B, which isa-complex function and in part dependent on the other parameters. Additional information andguidance is provided by EPA in a recent background document (EPA 1992b). By assuming thatthe shape of the wetted area down slope from the hole is parabolic, EPA rewrites equation (1) toread:
Q =k D(2h -D) (2)
where D =thickness of drainage layer
other parameters are the same as in equation (1)
It may be seen that equation (2) does nor depend on the slope of the drainage system. Thisresults in part from simplifying assumptions by EPA related to the cosine of small angles beingnearly equal to 1. As a consequence of this simplification, equation (2) indicates that the flowcapacity of the geoner drainage layer on the landfill side slopes would be equal to that of the geonet
8
5. Key Words 6. Author
W-025, Action Leach Rate, ALR, Landfill, Leachate, Namie: G. C. EvansRCRA, Response, Permit APr-RC;V EE F CR_ _ _ _ _ _ _ _ _
PUBLICRIELEASF. signature
:311 19 f' %3 _& 'Iorganization/Charge code 88220/A125A7. Abstract
This Response Action Plan (RAP) has been prepared for the Project W-025 Landfill onthe Hanford Site. Project W-025 is a lined trench with a leachate collection systemdesigned to dispose of dangerous waste in compliance with WAG 173-303 and 40 CFR 264requirements. A RAP is required by the U. S. Environmental Protection Agency and byextension the Washington State Department of Ecology for all hazardous wastelandfills. The RAP is a site-specific plan that establishes actions to be taken ifleakage through the upper (primary) liner exceeds a certain rate, referred to as theAction Leak Rate. A8. PUR AND USE OF DOCUMENT - This document as prepar use 10. RELEASE STAMP
withi the U.S. Department of E nd its c tractor is tobe u only to perform ,or int rat underU.S. De tmont of Energy ts. This docume ot approvedfor pubt release unti wed
PATENT STA ctuene copy, since a t mitted Inadvance of p rance, is made avaita confi ce soletyfor use in oriance of work contracts h theU.S. Dea f Energy. This documen t to be publi ad nor
wotise disseminated or for purposes other thansp clf ove re patent approv r such reltease or use hasbee ad,- upon ts? from th t Counsel, U.S. Departmentof gy Field office,e Rich Land, WA. OFCA EE SDISCLAIMER - This report was prepared as an account of work BYVVH-C Z2)
V!1 sponsored by an agency of the united states Government. Neither theUnited States Government nor any agency thereof, nor any of their DATE
rek-employees, nor any of their contractors, subcontractors or their M.AR 02 1993Zp'"aemployees, makes any warranty, express or Implied, or assumnes anyLegal liability or responsibility for the accuracy, completeness, orany third partyls use or the results of such use of any information,________apparatus, product, or process disclosed, or represents that Its usewould not infringe privately owned rights. Reference herein to anyspecific commercial product, process, or service by trade name,trademark, manufacturer, or otherwise, does not necessarilyconstitute or imply Its endorsement, recommendation, or favoring bythe United States Government or any agency thereof or itscontractors or subcontractors. The views and opinions of authorsexpressed herein do not necessarily state or ref Lect those of theunited states Government or arty agency thereof.
9. Impact Level 4
A-6400-073 C11/91) (EF1 WEF124
(C1 Oocunent Nme
RECORD OF REVISION WHC-SD-W025-AP- Page 1
S001
(2) Title
Response Action Plan Project W-025 Landfill, Hanford Site, Washington
________________ ~~~~CHANGE CONTROL RECORD _____________________
(3) Revision~ (4) Description of Change - Replace, Add, and Delete Pages Authorized for Release_______________________________________________ (5) Coct. Enar. 1 (6) cog. Mqr. Date
0 (7) Initial Release -per EDT 161048 G. C..Evans R.C.-Bowman
I R9 Remove duplicate pages per ECN 190326 2G-- C. RY OW
A-7320-005 (08191) IJEF168
WEHC-SD-WO2S-Ap-ool, Rev. I
RESPONSE ACTON PLANPROJECT W-025 LANDFILL
HANFORD SITE, WASHINGTON
WHC Contract No. NMW-SVV-073:750Task Order S-92-56
913-1756 November 5, 1992
* WHC-SD-W025-AP-001, Rev. 1
SUMMARY
This Response Action Plan (RAP) has been prepared for the Project W-025 Landfill on the.Hanford Site. A RAP is required by the U.S. Environmental Protection A gency (EPA) and byextension the Washington State Department of Ecology (Ecology) fbr all hazardous waste landfills.The RAP is a site-specific plan that establishes actions to be taken if leakage through the upper(primary) liner exceeds a certain rare, referred to as the Action Leakage Rate (ALR).
The ALR for the Project W-025 Landfill is 230 gallons per acre per day (2150 liters perhectare per day). The derivation of this value is presented in Section 3 of this plan. If this rate isexceeded, the following actions are required:
0 Notify the regional EPA office and Ecology within 7 days.
0 Within 14 days, provide information on the amount and source of liquids, cause ofleaks, and short-term actions to remedy the situation.
* Determine if possible the cause, size, and location of any leak.
* Perform engineering studies to develop permanent solutions to the problem. Thesemay include repair of the liner, removal of waste, changes in landfill operations,closure of the landfill, or other alternatives.
* Report the results of the engineering studies to the EPA and Ecology within 30days of exceeding the ALR.
0 As longr as the ALP. is exceeded, submit monthly reports to the EPA and Ecologydescribin remedial activities performed to date and future plans.
These response actions are discussed in Section 4 of this plan.
A ACTION LEAKAGE RATE CALCULATIONS............................ A-1
FIGURkES:
2-1 Site Location................................................. 32-2 Project W-025 Landfil - Plan View .................................. 42-3 Liner Section - Floor....................................... 52-4 Liner Section - Side Slopes........................................ 6
0
7Vii
* WHC-SD-W025-AP-001, Rev. I
1.0 INTRODUCTION
This Response Action Plan (RAP) has been prepared for the Project W-025 Landfill on theHanford Site. This landfill is a double-lined facility for disposal of mixed radioactive andhazardous chemical wastes, and is presently (August 1992) in the design and permitting stage. TheW-025 Landfill complies with the design and operating requirements of the Resource Conservationand Recovery Act (RCRA, 1976), U.S. Environmental Agency (EPA) technical guidance, and theWashington State Department of Ecology Dangerous Waste Regulations (Ecology 1991). Amongthe requirements contained in these regulations is the need to prepare a Response Action Plan.
The RAP is a site-specific plan that establishes actions to be taken if leakage through theupper (primary) liner of the landfill exceeds a certain rate. The intent of the RAP is to assure thatany leachate which does leak through the primary liner will not migrate out of the landfill into theenvironment. A key element of the RAP is the Action Leakage Rate (ALR), a threshold valuewhich triggers the responses described in the RAP, but below which no special actions arerequired. Because landfill liner systems have not yet been perfected, a small amount of leakagethrough the primary liner generally occurs despite the use of best available materials, constructiontechniques, and quality assurance procedures. (ThI-s leakage is collected by the secondary flower]liner system and removed from the landfill.) Hence, the ALR is set at some level higher thannormally expected leakage rates to serve as an indicator that the primary liner is not functioning asexpected. Exceeding the ALR may reflect serious failure of the primary liner, and indicates theneed for investigration and possibly corrective action while the problem is still manageable.
This RAP has been prepared in accordance with regulatory requirements and is part of thesupporting material for the Low-Level Burial Grounds Dangerous Waste Permit Application (DOE-RL 1989). The current regulations for determining the Action Leakage Rate and preparingResponse Action Plans are contained in the Fi-nal Rule on Liners and Leak Detection Systems forHazardous Waste Land Disposal Units (EPA 1992a).
The following sections of this RAP will describe the liner system of the W-025 Landfill,2establish the ALR, and finally discuss actions to be taken if the ALR is exceeded. Pertinent
regulatory requirements will be described more fully in the respective sections.
WHC-SD.-W025-AP-001, Rev. 1.
2.0 DESCRIPTION OF LANDFILL
The W-025 Landfill is located in low-level burial ground 218-WV-5, in the northwest portionof the 200 West area on the Hanford Site, as shown on Figure 2-1. Thbis region is relatively arid,with an average annual rainfall of 6.3 inches (160 min) and a 25-year, 24-hour precipitation eventof 1.56 inches (40 mm). Summer temperatures can exceed 100*F (38*C), while wintertemperatures can remain well below freezing for several days to a few weeks.
The W-M2 Landfill is designed as a disposal facility for approximately 28,000 cubic yards(21,000 cubic meters) of mixed low-level radioactive and chemical hazardous wastes. As shownon Figure 2-2, the landfill will be about 450 feet by 300 feet (140 mn by 90 in) in dimension at thearound surface, covering an area of approximately 3 acres (1.2 hectares). It will have 3H: IV(horizontal:vertical) side slopes and a minimum 2.5% slope on the floor. Construction will requireexcavation to a depth of about 30 feet (9 mi). The foundation materials consist of relativelypermeable soils underlain by basalt bedrock. From the ground surface downward, these unitsconsist of about 17 feet (5 mn) of eolian silty fine sand; about 80 feet (24 mn) of coarse-grainedsands and gravels belonging to the Hanford Formation; early Palouse soils; the Ringold unit; andfinally the basalt bedrock unit. The local groundwater gable is about 270 feet (82 in) below theground surface,.
The W-025 Landfill is designed as a RCRA-compliant facility, incorporating a double linersystem to minimize leakage out of the landfill. The primary liner consists of a 60-rnil (1 .5-mm)high-density polyethylene (EIDPE) flexible membrane liner (FML) and, on the floor of the landfillonly, an underlying 1.5-foot-thick (0.5-rn-thick) layer of compacted soil and bentonite clay (admix)with a permeability of 1 x 10"' cm/sec or less. The secondary liner consists of a 607.ii (1.5-mm)RDPE FM placed directly over a 3-foot-thick (0.9-rn-thick) layer of the same compacted admix.On the side slopes of the landfill, the FMfLs are textured (roughened) to provide sufficient frictionwith adjacent materials so that sliding is prevented. The EMLs on the landfill floor are smooth.
- A drainage layer and leachate collection system overlies each liner to collect and removeleachate. On the side slopes of the landfill, the drainage layer consists of a geonet with a geotextilethermally bonded to each side. The geonet provides the drainage capacity, while the geotextileinterlocks with the asperities on the textured FML to provide stability against sliding. On thelandfill floor, the drainage layer consists of a geonet overlain by a geotextile (not bonded to thege5net because sliding is not a concern here) and a I-foot-thick (0.3-rn-thick) layer of drainagegravel having a permeability of I x 101 cm/sec or higher. The drainage layer imm~ediately abovethe secondary liner also serves as the leakc detection system.
A 3-foot-thick (0.9-rn-thick) operations layer overlies the other components of the linersystem on the both the floor and slopes for protection during waste placement and exposure to theweather. The liner system components are illustrated on Figures 2-3 and 2-4.
The waste will be packaged in drums or other suitable containers and stacked in the landfillin generally horizontal lifts. Spaces between the drums will be filled with soil, and a 2-foot-thick(0.6-rn-thick) soil cover will be placed over each layer of drums to provide a
2
WHC-SD-W025-AP-OOI, Rev. I
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working surface for the next lift. The planned operational life of the landfill is 20 years. At thetime of closure, a final cover will be constructed to minimize infiltration into the landfill. Thisfinal cover has not yet been designed.
Additional details of the W-025 Landfill are presented in the Design Report (GolderAssociates Inc. 1992a) and Material Specifications (Golder Associates Inc. 1992b).
y-x
7
WHC-SD-W025-AP-0OI, Rev. I
on the landfill floor, all other factors being equal. While intuitively unsatisfyingl, this approachappears to be conservative. In addition, the added capacity of the gravel drainage layer on thelandfill floor can be ignored when finding the lowest flow capacity in the system (i.e., the sideslopes). Again, the EPA approach appears to be conservative.
With respect to selecting appropriate input parameter values for use in solving equation (2),the hydraulic conductivity of the geocomposite drainage layer is based on manufacturer's testresults and includes the effects of compression from the load applied by the wvaste. The thicknessof the geocomposite layer is the combined thickness of a geonet plus two layers of georextile, all ofwhich conform to the requirements of the Specifications (Golder Associates Inc. 1992b). Toaccount for compression, the thickness of the geotextile layers was reduced by 50 percent. Thehead on the secondary liner system is defined as 1 foot by the regulations.
Using equation (2) and the assumed input parameters, the ALR for the W-025 Landfill is230 gallons per acre per day (2150 liters per hectare per day). This value includes a factor ofsafety of 2 in accordance with EPA guidelines (EPA 1992a). It is also much lower than the pumpcapacity of 4,800 gpad (45,000 lphd). Thus, this ALR value satisfies all the regulatoryrequirements noted above. Details of the calculation are presented in Appendix A.
In accordance with regulatory requirements (EPA 1992a), the flow rate used to determine ifthe ALR has been exceeded will be calculated as the average daily flow rate into the sumnp,expressed as gallons per acre. This calculation will be performed on a weekly basis during theactive (operational) life of the landfill, and monthly after the landfill has been closed. Post-closurefrequency may be reduced if only minimal amounts of leachate accumulate in the leak detectionsystem sump.
9
WHC-SD-W025-AP-001, Rev. I
4.0 RCESPONSE ACTIONS
In the Final Rule EPA lists several required actions if the ALR is exceeded (EPA 1992a,40 CFR Part 264.304):
"(1) Notify the Regional Administrator in writing of the exceedence within 7 days of thedetermination;
(2) Submit a preliminary written assessment to the Regional Administrator within 14 daysof the determination, as to the amount of liquids, likely sources of liquids, possiblelocation, size, and cause of any leaks, and short-term actions taken and planned;
(3) Determine to the extent practicable the location, size, and cause of any leak;
(4) Determine whether waste receipt should cease or be curtailed, whether any waste- should be removed from the unit for inspection, repairs, or controls, and whether or not
the unit should be closed;
(5) Determine any other short-term and longer-term actions to be taken to mitigate or stopany leaks; and
(6) Within 30 days after the notification that the action leakage rate has been exceeded,submit to the Regrional Administrator the results of the analyses specified in paragraphs(3), (4), and (5) of this section, the results of actions taken, and actions planned. Monthlythereafter, as long as the flow rate in the leak detection system exceeds the-action leakagerate, the owner or operator must submit to the Regional Administrator a reportsummarizing the results of any remedial actions taken and actions plumned."4
If the ALR is exceeded, the Department of Energy will submit the required notifications toEPA as stated above. The Washington State Department of Ecology will also receive copies of this*information.
The leachate will be analyzed for chemical compounds and radionuclides. If the analyticalresults indicate that these constituents are present, and if the constituents can be traced to apailicular type of waste stored in a known area of the landfill, then it may be possible to estimatethe location of the leak. However, because the waste will meet land disposal restrictions, it willcontain no free liquids and will be stabilized or solidified. In addition, the drum or other type ofwaste package may not undergo enough deterioration during the active life of the landfill to permitescape of its contents. For these reasons, it is possible that the leachate may be clean or thecomposition too general to indicate a specific source location.
If the source location cannot be identified, large-scale removal of the waste and operationslayer to find and repair the leaking area of the liner would be one option for remediation.However, this procedure risks damaging the liner. In addition, waste would have to be handled,stored, and replaced in the landfill. Backfill would need to be removed from around the wastepackages to accomplish this. If the waste packages are damaged during this process, the risk ofaccidental release may be high. For these reasons, large scale removal of waste and liner systemmaterials is not considered a desirable option and will not be implemented except as a last resort.
10
WHC-SD-W025-AP-O0l, Rev. I
The preferred options for remediation include covers and changes in landfill operatingprocedures. The preferred alternative will depend on fatr suha h0muto at ledin the landfill, the rate of waste receipt, the chemistry of the leachate, (i.e., is it clean?), theavailability of other RCRA-compliant disposal facilities, and similar considerations. Hence, at thistime no single approach can be selected. If the ALR is exceeded, potential options will beevaluated prior to selecting a rernediation process. If necessary, an interim solution will beimplemented while the evaluation and permanent remediation is performed. Examples of potentialapproaches include the following:
I. The surface of the intermediate soil cover over the waste could be graded to directrunoff into a shallow pond. The surface would then be covered with a discardable,temporary geomembrane (e.g., 20-mul (0.5-mm] PVC). Precipitation water wouldbe pumped or evaporated from the pond and would not infiltrate the waste already
in~~~ ~ th adil at akges would be placed only during periods of dryweather, and stored temporarily at other times. This type of approach would also
- be used, if necessary, to reduce leakage during the time immediately after the ALRwas exceeded, while. other remediation options are evaluated.
2. If the landfill is nearly full, partial construction of the final closure cover may bean option. This would reduce infiltration into the landfill, and possibly the leakagrerate if the cover is constructed over the failed area.
3. A layer of low-permeability soil could be placed over the existing waste, perhaps inconjunction with a greomembrane, to create a second "primary" liner higher in thelandfill. T7his new liner would intercept precipitation and allow its removal.
4. A rigid-frame or air-supported structure could be constructed over the landfill to7-Yensure that no infiltration occurs. Although costly, this approach may be less4g
expensive than constructing a new landfill.
In greneral, the selected remediation effbrts will be those that are easiest to implement, withmore difficult or expensive options to be applied only if earlier approaches are not satisfactory.
WHC-SD-W025-AP-0I, Rev. I
5.0 REFERENCES
DOE-RE? 1989, Low-Level Burial Grounds Dangerous Waste Penn!: Applicadion, DOEIRL-88-20,Rev. 0 plus Supplements I and 2, U.S. Department of Energy, Richland, Washington.
Ecology, 199 1, Dangerous Waste Regulations, Washington Administrative Code 173-303,Washington State Department of Ecology, Olympia, Washington.
EPA, 1992a, Liners and Leak Detection Syrems for Hazardous Waste Land Disposal Units,published in the Federal Register, Vol. 57, No. 19, January 29.
Golder Associates Inc., 1992b, Material Speclficadons and Construction Requirements for theRadioactive Mixed Waste Land Disposal Facility, Non-Drag-Off, Project W-025,Revision 1, WHC-S-045, Westinghouse Hanford Company, Richland, Washington.
United States Governent, 1976, Resource Conservation and Recovery A ct of 1976, as amended,Public Law 94-580, 90 Stat. 2795, 42 USC 6901 et seq.
12
WHC-SD-W025-AP-OOI, Rev. 1
APPENDIX A
ACTION LEAKAGE RATE CALCULATIONS
A-1
WHC-SD-WO25-AP-0O1, Rev. I
TRADEMARKS
TEX-NET is a registered trademark of Fluid Systemns, Inc.
POLY-NET is a registered trademark of Fluid Systems, Inc.
Trevira is a registered trademark of Hochst Aktieng-esellschafr
A-2
WHC-SD-W25-AP-0O 1,* Rev. I
SUBJECT ActGv Le. A-~ J.;Golder Jo o mace my O ate*~ r8-1,7-Associates Ra. aw-ed 7~?P Sheec I t t0
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min~amtecnical 2qirmentx and ither dei suizptiozs tomaxmiz. ptenialhea anthebottom liners and U2Se a safety
factori ZPA believes that the unaits zseating the mninim=~ technicalrequirements would noat require act ion leakcage rates below loogpad for landfills and vast* piles and, 1,000 gpad for surf aceimpoundments.
Assuming the vatted ara in the drainage layer beneath a smallhole leak has approximately the shape of a con.* from side viewand a parabola from top. view, the width of the parabola (B) ix-:
vhere x -plan distance dovniulao from hole (i.e., 3 is afunction of the distance x from the holer most of iat the hole vith only slight-increases downslope.
Ass~zg -0 (i.ea.,. looking at B under the hole, B -n )and substituting this value for B into Euation I modified, for atriangular cross-section of flow (i.e., Q = 1/2 k'h-tan a.B) andsolving for Qyields:
9 zk-b3 rzquation 21
Vhert h -head on the bottom liner and h < thic)kness ofdrainage layer.
__ This equation bacomex the following if the condition is changedfrom "h < thickcness of the drainage layer (D) " to Oh k D" (whichis important for geonet calculations):
Q a keD f21 - D) ERquation 3].
Solving Equation 3 using the ztinimum design specifications in thefinal rdle, Q
These numbers are the same as the results given above forEquation 1.
Results Vsing a .3-0 Xodel
Tables 1-4 and riguires 1-10 in Appendix 3 were developed, from a3-0 model to show the relative effectz of various designparameters and assumptions an flow capacity, and to show theshapes of the flow in the drainage layer for various designs andassumptions, including hole size and head. Appendix C givesbackground information on the 3-0 modal. The tables show thLtslope, length at run, and hole size have some affect on flow rate(e.g., 4% increase in flow rate when slope is increased. from .1%to 2% CTables It 3'-3] 1%I increase in flow rate at It slope when
A-5
TEA'III~ tTWRCS1DWO25-AP-001, Rev. 1 . 1
Installation Hydraulic PropertiesNo undergron driaessen s Tas svty/fiow charts fo E-~ oe oofflaments heat laminatedeasier to isllthan TEX-NEr corn- are available on supplemental data to any ste of POLY-NEr Call FSI forposite. It is a simple one-step opera- sheets. They are prepae for use by further details.ton. Because it Is lightwefght. flexi- design engineers to hep determine To dtrieQ(lwprui itble and strong, it can be rolled out in TEX-NET pe4rrmance under varying dfTEETmin Qcua (fowenitos withplace on flat or kteep slape, around conditions of pressure, hyraulic graf-XNE)i cua odtonsr-building foundations' or along foot- dient and field profile. All transrnis- pymultipiy-(transmissivty rn2z/sec) .ings. The composite is supplied with sivty test were performed in accor- by i (hydraulic gradient).
a etcile overlap of 2' on both dance with ASTM 04715 where a Example: TEX-NET 1001 under 4000edes or 5" on one edge so that con- drainage layer is characterized by PSIf and gradient of 0.75 has a
tinurty of drainage action can be its transmissivity or-& = (Q/B)fi Q =nmi1.0iY o 10me x 0mc.75assured from one strip of the corn- TE-EQalobeseiidwt = 1.0 x 1034m2/sec (.5posite to the next. TEX-NET sheets non cavn aolspo bpecfed fabith 7n .65PF of W0n I THcan be cut to size in the field to fit nnwvnplpoeeearc n . P/1o Inearly any required area. It is alsoeasily hungzverically on basement or The information contained herein is, products described herein. In sub-retaining walls prior to backfiling. . to the best of our knowledge, true mitting this information, no liabilityBy Spe .yng TEX-NET on your next and accurate; however, all recoin- is assumed or license or other rightsdrainage project you will save con- mendations or suggestions are implied or giv~n with respect to anysiderable time and labor costs. And made without guarantee, since the existing or pending patent, patentwhen compared to a sand and gravel conditions of use are beyond our a gplications or trademarks. The
ssmextra savings can be expected control. There is no expressed war- o servance of all legal regulationsthrough lower trarisportation and ranty and no implied warranty of fit- and patents is the responsibility ofinstallatnon costs. ness for purpose of the product or the user
~S ecifcations__________________ ______
TRANSMI55IVTI OF TEX-NET AT VARMOS PRESSURESy7Refer to supplemental data sheets______________V'and performance curves.
CKAPES STZ
FLUIDSYSTEMS, INC325danie PftDrive%811Le 3201Cancinadi. OH 4S246(AIM1 771.-655.(aM1) 3V-610FAX' (513) 771-484artie in 0ere ana Atiat
A-6 FS1 TN89 SL4
WHC-SD-WO25-AP-001, Rev. I toa INSTALLATION METHOD I HYDRAULIC PRESSURE
LEAK Et IEC i ONITRANSMISSIVITY HOPS UNErPOLY-NET, HOPE= UNER 4000 P.S.F.
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Installation partidles into the net, except Hydraulic Propertieswhen Poly-Net is between tms
Poly-Net is easily installed by hand. geomembranes, in which case a Transmissivity charts for Poly-NetOn steep slopes, nets should be geotextile is not necessary. Poly- under various profiles, gradients,anchored at the topthin unl- Net is U.V stabilized and can be and pressures are available in therolled. On vertical walls, anchor- stored outside for short periods, 1 51 transmissivity brochure.ing the net with mhasonry nails but care should be taken to keepmay be necessary them dean of mud and debris. if SpecificationsAdjacent rolls can be easily joined Poly-Net becomes dirty simply Refer to specifications below andby plastic ties supplied with the wash out debris with a high pres- FSl "suggested specificationPoly-Net. When joining adjacent sure hose~ guide" brochure.rolls in the direction of the flow,butt the rolls together, or overlap2-4'. WMen joints are not in the .. h =knlo crwe herir k tl be adirection of flow, overlap adjacent ou . k~ttu oa~arhoate w l
rolls in shingle fashion. On th~e =u~e -iaT adlos fuea eocbottom of landfills or ponds, a FL UID 5SY5STEMS, rINC 1 anse offtesfo ups o h2-4V overlap is recommended to or p raIduc s m ied eiIsbkirlhse~
maintain flow Gynta Oho 4S246 * FAXt S13f771-4844 or gh 9mwd wit respea io any
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used to prevent migration of soil OffliC h Denver and Atlanu ar- pnns ste esofiray of ttte v
SSPECIFCATION
SDetails
PN-1000* PN-2000 PN-3000 PN-3000-CN* PN-4WG0
Raw material polyethylene eolyethylene pllyetlene polyethylene palyethylene
Sengineering fabrics offer excellent A08 Sieva SizO ASTM D-4751 70-100 70-100 70-100 7,'0whr l rqirmetmm .210-.149 .210.149 .20.149 .21performance whr e Srqiemn 1anlaid Rol Widlhs"l It __________ __ 12.5
Is tensile reinforcement, planar Standard Roll Lenglh'l II _______ 400 1400 1300flow, filtra flop, or separation. They 41MO - Machine Direction. CD - Cfs Machine Oliectlo". "Other widilt and Wength tolls are avail,are Ideal for roadways, rail beds, MINIMUMI PHYSICAL PROPERTIES OF TREVIRA&TYPE 11drainage systems, pondliners, ~ ~ ~ .~~11 .jA J~retaining wails. And much more. FaJe Weight oz/yd' AS7400-3778 3.3 4.0 5.7
Tickness. I mils ASTM 03-177 50 s 55 7Grab SlraNglb lbs ASTM 0-4832 80 100 180Grab Elongallon %/ ASIM 0-4832 60 60 80Trapezoid Tour Strength lbs ASTM D-4533 30 40 soPuncturls Resilstance lb3 ASTM 0-41833 40 so noMullen But Stronglhps ASTM D-3786 170 190 275
ow bell hnowje.. IOU * OAleo~ ases ,.cl allons a lPesmllvlt %P sec-' ASTM 0-4491 2.07 2.01 1.74of lugoslionsva tn& 4 .ftiaanlae. lsine aamflodans atwo oawo otol ht I Aopa"wwol Wn Pormaablilly. k - 'P1 cm/sea ASTMD0-4491 .28 .28 M___
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4S&A. heC04 ai dallse0 lgulblorn 1s.al ch. ftes mnuam values teprosent minimum tali votuos determined (oom G.C. testing on all lots produced In 1089. CarlSe~pnsb~yelhs a, ~Ing the Industry utandard of a 05 percent confldanco level (I.a. moan lass two standard doevtaIons) may be higher Ihani
production [ot. Pleace cqinlect your Tgsvitia Ditribut or or Hloechst Ceisneso Corporation for additional tnlormAiton,
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Date Received: SI -rm nku Reference:IFRMATIONz'j RELEASE REQUEST WHC-C1-3-4
Comntete for all Types of ees
Purpose ID N~umber (include revision, voliue, etc.)13 Speech or WC Ref erence WCS-O5A -0,RvsoPresentation (check EX3 Technical Report W CS-05A-OR vso
El Full Paper only one El Thesis or List attachments.(3 Smmar sufix) Dissertation~ snuay uffx) a Manual
E0 Abstract a Brochure/M~er[3 Visual Aid E3 software/Database DaeRlseeqid
0] Speakers Bureau E3 Controlled Document DaeRese euid03 Poster Session, 0 other 35911 Videotace I____________ //Title Response Action Plan Project W-025 Landfill TUnclassffied Category ImpactHanford Site, Washington I UC-630, 721 1Level 4New or novel (patentable) subject matter? EX) no fJ information received from others in confidence, such asYes proprietary data, trade secrets, and/or inventions?If "Yes", has disclosure been submitted by iJHC or other [X] No [I Yes (Identify)company?Fl No rl Yes Disclosure No(s).
Copyrights? EX) 10 I[I Yes Trademarks?If "Yes", has written permission been granted? EI No [X] Yes (identify) TEX-NET, POLY-NET,
SNo_ [.]_Yes (Attach Permission) TreviraComoLete for Speech or Presentation
Title of Conference or Meeting Group or Society Sponsoring
Date(s) of Conference or Meeting City/State Will proceedings be (3 Yes f] Nopublished? YsNWill material be handed Ye [) Nout?
Title of Journal
CHgCKLIST FOR SIGNATORaIES* Review Reouired per WHNC-CN-3-4 Yes No Reviewer - Signature Indicates Approval'
Name (printed) Signature DateClassif ication/UncLassif ledControlled Nuclear Information [1 EX] __________________ ._________________
* Patent -General Counsel [XI ( S. W. Berglin -4 ZI~t<1~Legal General Counsel [X] [ B. D. Williamson SApplied Technotogy/Export
tControlled information or ~_________________________________SInternational Program [ ____________________________________
WEIC Program/Project [X] I M. M. McCarthyCommunications (3 EXI ______________________________
RI. Program/ Project [X] E R. FA Guercia :aZ 13 2..e.Publication Services [XI [I L. A. BrownOther Program/Project El EX] _________________________________
Information conforms to all applicable requirements. The above information is certified to be correct.
Ye No INFORMATION RELEASE ADMINISTRATION APPROVAL STAMPReferences Available to Intended [Xl (I Stamp Is required before release. Release is contingent uponAudience resolution of mandatory comments.
Transmit to DOE-HO/OffIce ofScientific and TechnicalInformation [XJ 11~Author/Requestor (P inted/Signature) Datet9A 0
G. C. EvnIt 4 ~ 4
Intended Audience
(3Internal ( sponsor [X] ExternalResponsible Manager (Printed/Signature) Date
80-7600-062 (08/91) WEF074 Part I
Page 1of 13 of D194030370
Unit Managers MeetingLow-level Burial Grounds
740 Stevens Center, Room 2519Richland, Washington
Meeting Held March 2, 1993From 1:00 p.m. to 3:00 p.m.
The undersigned indicate by their signatures that these meetingminutes reflect the actual occurrences of the above dated UnitManager eeting.
'~' j~c( c-;Date:/
Not Present________________ Date: _________Daniel L. Ducn RR PrgaMnge, PA Region 10'
Date: k 93Rert E. Cordts, Unit Manager, Washington State Department o Ecology
Low-level Burial Grounds, WHC Concurrence
CA Date: ~Ric a'r 0. Pie e, Co ctor Representative, WHC
Purpose: Discuss Permitting Process
Meeting Minutes are attached. The minutes are comprised of the following:Attachment I - AgendaAttachment 2 - Summary of Discussion and Commitments/AgreementsAttachment 3 - Attendance ListAttachment 4 - Action ItemsAttachment 5 - Handouts (as handed out at meeting, if any)
Page 2 of 11 of D194030370
Di stribution:
B. A. Austin WHC B2-35J. D. Bauer RI A5-15R. C. Bowman WHC H6-24B. J. Broomfield WHC N3-13R. C. Brunke WHC H6-23R. M. Carosino RI A4-52C. E. Clark RI A5-15D. W. Claussen RI A5-21R. E. Cordts EcologyA. K. Crowell RI A5-21D. L. Duncan EPA HW-106E. G. Erpenbeck WHC G6-47G. C. Evans WHC H6-23R. M. Gordon RL A6-55R. F. Guercia RL A5-21M. N. daraysi EcologyS. J. Lijek MACTEC A4-35P. J. Mackey WHC B3-15M. M. McCarthy WHC N3-13R. D. Pierce WHC N3-13B. E. Poremba WHC T4-03B. B. Powell WHC T4-03S. M. Price WHC H6-23H. T. Tilden II PNI P7-68
7. Set next meeting date-Tentative dates-Proposed topics
3
Page 4 of 11 of D194030370
Attachment 2
Unit Managers MeetingLow-level Burial Grounds
740 Stevens Center, Room 2519Richland, Washington
Meeting Held March 2, 1993From 1:00 p.m. to 3:00 p.m.
Summary of Discussion and Commitments/Agreements
1. Approval of past UMM minutes (Ecology/RL/WHC)
The last unit managers meeting for the Low-level Burial Grounds (LLBG)Dangerous Waste Permit Application was held on October 26, 1992. Handwritten notes for this meeting are available, but have not been put in aformat that can be approved. Steve Lijek (GSSC, MACTEC) will preparedraft meeting minutes which will be available at the next LLBG UnitManagers Meeting.
2. Status of schedule/design/construction (RL/WHC)
No Resource Conservation and Recovery Act (RCRA) regulated constructionis occurring at the LLBG at this time. Although not discussedexplicitly at this Unit Manager Meeting the following is a summary ofthe status of the Low-Level Burial Ground construction. RL/WHCsubmitted a "Request for Exemption from Lined Trench Requirements andfrom Land Disposal Restrictions for Residual Liquid at 218-E-12B BurialGround Trench 94" to Ecology on October 9, 1992 and is awaiting aresponse (approval/disapproval) from Ecology. RL/WHC submitteddefinitive design documents to construct a RCRA double-lined mixed wastelandfill (Project W-025) in Burial Ground 218-W-5 to Ecology. TheProject W-025 design documents are in the final stages of Notice ofDeficiency (NOD) comment resolution. Construction of the mixed wastelandfill is scheduled to begin in the Spring of 1994.
Mr. Erpenbeck (WI-C) showed the construction schedule for the mixed wastetrench (Project W-025) to Ecology, and explained the need for a letterfrom Ecology stating that the definitive design package for the mixedwaste trench to be built in Burial Ground 218-W-5 (Project W-025) iscomplete and acceptable for construction. The letter is needed prior toadvertising the bid package for construction of the mixed waste trench.
3. Status of permit application (Ecology/RL/WHC)
The LLBG Dangerous Waste Permit Application is in its fourth round ofNOD comments. The fourth round began on January 8, 1993. The permitapplication was submitted to Ecology in December 1989. The applicationhas not been revised except for the mixed waste landfill design and
4
Page 5 of 11 of D194030370
construction documentation; and the "Request for Exemption from LinedTrench Requirements and from Land Disposal Restrictions for ResidualLiquid at 218-E-12B Burial Ground Trench 94." The responses to thefourth round of NOD comments is due to Ecology on April 9, 1993. RLwill receive the fourth round draft responses for review onMarch 3, 1993. Only 47 comments remain unresolved. Thirty (30) ofthese 47 comments pertain to the mixed waste landfill design. Eight ofthe 47 comments were deferred by Ecology to a later response cycle.
4. Unit specific topics
G. Evans reported that WHC draft NOD comment responses would go to RLtomorrow for review. Then he asked if Ecology had made any progress inresolving the comments that Ecology deferred until the next NOD cycle.The comments of concern are numbers 15, 16, 124, 179, 210, 225, 225,256, and 354. R. Cordts (Ecology) said that he was not aware of anyprogress on these comments.
The utility of vadose zone monitoring (NOD 179) was questioned by RLbecause of the limited area over which vadose zone monitoring can detecta leak. Mr. Jaraysi said he would discuss this with Ms. Kowalik(Ecology).
The impact of requiring a 4:1 slope on covers (NOD 210) was described byMr. Evans (WHC). He emphasized that it will probably be impractical toapply this standard for all situations that require RCRA covers due tothe proximity of other facilities. However this slope question can notbe resolved until definitive designs are prepared for the several coversidentified in the permit application.
Mr. Evans called attention to the Figure 11-8 "Schedule for Closure ofLLBG" that is in the permit application (NOD 225). He explained thatthe schedule was 3 years out of date and was no longer valid. ThereforeEcology should not use it as a planning basis. The schedule is notvalid because waste was not received as projected in 1989 as aconsequence of changing the Hanford mission. For example PUREX, ceasedto operate and did not generate waste as projected, and therefore BurialGround 218-E-10 will not be ready for closure in 1995 as shown in Figure11-8. This Figure needs to be revised. Ms. Broomfield (WHC) said thatRL\WHC would like to use the land remaining in the LLBG for disposal ofmixed waste on a case by case basis and low-level waste rather than openanother landfill because opening additional landfills takes clean landout of service for other uses. The Ecology representatives agreed inprinciple with Ms. Broomfield in this matter. Mr. Cordts said that hewould call RL or WHC on March 5, 1993 to discuss how revising theschedule should be handled. WHC took the action to prepare a letter toEcology addressing closure schedule concerns.
Mr. Cordts said that he was not sure of the status of the letter toapprove the "Request for Exemption from Lined Trench Requirements andfrom Land Disposal Restrictions for Residual Liquid at 218-E--12B Burial
5
Page 6 of 11 of D194030370
Ground Trench 94" (NOD 256). The approval letter was put on theiraction list along with the letter to EPA regarding approval ofgroundwater monitoring for this area. Both letters were added becausethey are both necessary to begin the demonstration project that Ecologyhas requested.
Mr. Evans questioned the need for a response to NOD 354 because thecomment did not require an action. A discussion of the ConstructionInspection Policy followed in which Mr. Jaraysi said that Ecology wouldfollow the policy. Mr. Clark (RL) said that this was acceptable, butthat including Ecology's policy in the permit application was notappropriate. Mr. Jaraysi added that WHC should be aware of the policy,but Ecology did not expect WHC to delay construction activities ifEcology was late in following their policy.
5. General discussion (Ecology/RL/WHC)
Mr. Evans asked if Ecology had decided how they want to implement thenew Corrective Action Management Unit (CAMU) rule. Ecology replied thatthey would be discussing this within Ecology tomorrow. Mr. Evansexplained how closure of the LLBG and implementation of the CAMU ruleare closely related because the utilization of the unused land in theLLBG and the development of a new landfill could increase the efficiencyof disposal.
Mr. Evans asked Ms. Broomfield if the mixed waste K-3 Filters had beendisposed in the L[BG. She said that she did not think they had and thatshe was not aware of receiving a letter from Ecology responding to RL'sletter notifying Ecology that RL was planning to put the K-3 filters inan unlined trench that was open and contained mixed waste prior toNovember 1987. At the last UMM (October 26, 1992), Mr. Witczak saidthat Ecology would approve disposal in the LLBG based on the proposal inthe RL letter, but no written approval has been received. At the lastUMM, WHC mentioned another method of packaging that uses grout to fillthe void space in the package. Mr. Cordts said he would check into thestatus of the approval.
References:Letter to P. T. Day and D. B. Jansen from R. 0. Izatt, Disposal of theK-3 Filters from the Waste Encapsulation and Storage Facility,October 29, 1992.
Letter to P. T. Day and 0. B. Jansen from J. D. Bauer, Disposal of theK-3 Filters from the Waste Encapsulation and Storage Facility,October 19, 1992.
6. Action items (Ecology/RL/WHC)
The action items were reviewed. They are identified in Attachment 4.
6
Page I of 11 of D194030370
7. Set next meeting date
The next LLBG Unit Managers Meeting is scheduled on April 7, 1993 at 740Stevens Center in Room 1416 from 1:00 tO 3:00 pm.
7
Page 8 of 11 of D194030370
Attachment 3
Unit Managers MeetingLow-level Burial Grounds
740 Stevens Center, Room 2519Richiland, Washington
Meeting Held March 2, 1993From 1:00 p.m. to 3:00 p.m.
Attendance List
Name Orgianization Phone #
R. C. Bowman WHO (509) 376-4876
B. J. Broomfield WHO (509) 376-4966
C. E. Clark RL (509) 376-8939
0. W. Claussen RL (509 372-0938
R. E. Cordts Eclg (206) 459-6863
A. K. Crowell RL _(509) 372-2346
E. G. Erpenbeck WHC (509) 376-8032
G. C. Evans WHC (509) 376-8939
M. N. daraysi Ecology (509) 736-3016
S. J. Lijek MACTEC, GSSC 10)3600
8
Page bof 11 of D194030370
Attachment 4
Unit Managers MeetingLow-level Burial Grounds
740 Stevens Center, Room 2519Richland, Washington
Meeting Held March 2, 1993From 1:00 p.m. to 3:00 p.m.
Action Items
Action Item # Description
1. 10-26-92 *Provide letter indicating thatEcology agrees that the definitivedesign package for the mixed wastetrench to be built in Burial Ground218-W-5 (Project W-025) is completeand acceptable for construction.Action by Ecology is needed bySeptember 1993 to have time toprepare bid package for scheduledconstruction in Spring of 1994.
*The first action is a revision of the following action which is still open.5-30-91:1 Provide a letter on interim status construction
authorization and regulatory criteria for design.Action: Joe Witczak (Ecology) and Dan Duncan (EPA)
2. 03-02-93 Prepare UMM minutes for 10-26-92.Action by S. Lijek and G. Evans byApril 7, 1993.
3. 03-02-93 Prepare letter to Ecology thatdescribes revisions to Figure 11-8"Schedule for Closure of LLBG" thatis in the permit application.Action by B. Broomfield and G. Evansby April 23, 1993.
4. 03-02-93 Send letter to RL indicating thatthe "Request for Exemption fromLined Trench Requirements and fromLand Disposal Restrictions forResidual Liquid at 218-E-12B BurialGround Trench 94" is approved.Action by Ecology as soon aspossible so proposed demonstrationproject can begin.
Page 10 of 11 of D194030370
5. 03-02-93 Send letter to EPA, Region 10stating that the groundwatermonitoring program for Burial Ground218-E-128 meets RCRA requirements.Action by Ecology as soon aspossible so proposed demonstrationproject can begin.
6. 03-02-93 Send letter responding to RL'snotification of intent to dispose ofK-3 Filters in the LLBG. Action byEcol ogy.
10
Page 11 of 11 of D194030370
Attachment 5
Unit Managers MeetingLow-level Burial Grounds
740 Stevens Center, Room 2519Richl and, Washi ngton
Meeting Held March 2, 1993From 1:00 p.m. to 3:00 p.m.
TITLE -HANDOUTS AS HANDED OUT IN THE UMM
There were no handouts.
CORRESPONDENCE DISTRIBUTION COVERSHEET
Author Addressee Correspondence No.
J. D. Bauer, RL P. T. Day, EPA Incoming 9303410R. E. Lerch, WHC R. F. Stanley, Ecology Xref 9350708D(G. C. Evans, WHC)
Subject: RESPONSE ACTION PLAN PROJECT W-025 LANDFILL HANFORD SITE, WASHINGTON
INTERNAL DISTRIBUTION
ApprovaL Date Name Location w/att
Correspondence Control A3-01 X
B. A. Austin B2-35
R. C. Bowman H6-24
B. J. Broomfield N3-13 X
G. D. Carpenter H6-30
C. K. DiSibio B3-15
G. C. Evans H6-23 X
W. H. Hamilton, Jr. N3-10
D. G. Hay T4-05
G. W. Jackson, Assignee H6-21
R. 3. Landon H6-22
P. 3. Mackey B3-15
H. E. McGuire, Level 1 B3-63
R. 0. Pierce N3-13-
B. E. Poremba T4-03
D. B. Powell T4-03 X
D. A. Pratt T4-03 X
S. M. Price H6-23
R. J. Roberts A3-74
EDMC H6-08 X
Administrative Records H6-08 X
RCRA File/GHL H6-23 X
GCE File/LB H6-23 X
Department of EnergyA Richland Feld Office0~ P.O. Box 550Richland, Washington 99352
93-RPS-1 50AP 79341
Mr. Paul T. DayHanford Project ManagerU.S. Environmental Protection AgencyRegion 10712 Swift Boulevard, Suite 5Richland, Washington 99352
Mr. Roger F. StanleyTni-Party Agreement 'Impl ementati onNuclear Mixed Waste- Management ProgramState of WashingtonDepartment of EcologyP.O. Box 47600Olympia, Washington 98504-7600
Dear Messrs. Day and Stanley:
RESPONSE ACTION PLAN PROJECT W-025 LANDFILL HANFORD SITE, WASHINGTON
The enclosed "Response Action Plan Project W-025 Landfill Hanford Site,Washington" (WHC-SD-WC2S-AP-001, Rev. 0) is submitted in response to Notice ofDeficiency Number 160 for the "Low-level Burial Grounds Dangerous Waste PermitAppl ication" (DOE/RL 88-ZO Rev.0) . This Response Action Plan mneets' therequirements of the final ruling.for 40 Code of Federal Regulations Z64.302that was published in the Federal Register on January 29, 1992.
Should you have any questions concerning this matter, please contactMr. C. E. Clark of the U.S. Department of Energy, Richland Operations Officeon (509) 376-9333 or Ms. S. M. Price of the Westinghouse Hanford Company on(509) 376-1653.
Sincerely,
dames D. Bauer, Program ManagerEAP :CEC Office of Environmental Assurance,
Permits, and PolicyDOE Richland Operations Office
R_. E. Lerch, Deputy DirectorRestoration and Remediation
[xl No Savings (01] S Savings [01 S Delay (018. Change Imp~act Review: Indicate the related documents (other than the engineering documents identified an Side 1)that will be affected by the change described in Block 12. Enter the affected docunent number in Block 19.SOD/Do [ Seismic/Stress Analysis []Tank Calibration Manual [Functional Design Criteria Stress/Design Report Hrcuea [hscs I Joperating Specification []Interface Control Drawing [3Spares Multiple Unit
FSAR/SAR [3IEFD Drawing [3Process Control [Manual/PlanSafety Equipment List [3Cell Arrangement Drawing [3Process Flow Chart [
Radiation Work Permit [3Essential Material [3Purchase Requisition fSpecification
SEniomenta Imoac: [ Fac. Proc. Samp. Schedule [33Environmental Report [3Inspection Plan[33Environmental Permit [3Inventory Adjustment[3[19. Other Affected Documents: (NOTE: Documents Listed below will not be revised by this ECN.) Signatures belowindicate that the signing organization has been notified of other affected documents Listed below.Document Number/Revision Document Nunber/Revision Document Number Revisionn/a
20. Approvals
Signature Date Signature DateOPERATIONS AND ENGINEERING ARCH! TECT-ENGINEERCog Engindr K-'rL4(- 3 PECog. Mgr. Q~C.~ .I'~ 1 . 1 ACA
SafetySafety
DesignSecurity
Environ.Environ. *h? .
- OtherProjects/Programs
Tank Waste Remediation System
Facilities operations DEPARTMENT OF ENERGYjZ%
Restoration &Remediation Signature or Letter No.Operations &Support ServicesIRM
Comlete for all Types of ReleasePurmose ID Number (include revision, volumne, etc.)
O1 Speech or MX Reference WCS -05A -0 ,RvsoPresentation (Check CXI Technical Report W CS - 05A -oR vso0 Ful l Paper only on U3 Thesis or List attachments.
[3 Summnary suffix) Dissertation11 Manual
Q) Abstract El Brochure/Flier0l Visual Aid 11 Software/Database DaeRlseeqid
El Speakers Bureau 1l Controlled Document DaeRlse euidEl Poster Session El Other 35913 Videotaoe_____________35 3Title Response Action Plan Project W-025 Landfill Unclassified Category Imoact 4Hanford Site, Washington UC-630, 721 Level 4New or novel (patentable) subject matter? [X1 No [1 Information received from others in confidence, such asYes fproprietary data, trade secrets, and/or inventions?If "Yes", has disclosure been submitted by WIIC or other [X] No []Yes (Identify)company?[] No Fl Yes Disclosure No(s).jCopyrights? [X] No [] Yes Trademarks?If "Yes", has written permission been granted? 11[ No [X] Yes (Identify) TEX-NET, POLY-NET,[No [-] Yes (Attach Permission) Trevira
ComoLete for Sceech or PresentationTitle of Conference or Meeting jGroup or Society SponsoringDate(s) of Conference or Meeting City/State Will proceedings be [] Yes 1J No
published? 1 YsNWill material be handed [ e 3 Nout?
Title of Journal
CHECKLIST FOR SIGNATORIESReview Recuired oer WHC-CM-3-4 Yes No Reviewer - Signature Indicates Approval'
Name (printed) Sionature DateCt ass if ication/Unc lassif iedControlled Nuclear Information [I [XlPatent -General Counsel [X1 [I S. W. Berglin > $e'. .'L- 1.~
Legal -General Counsel[X [3 .0. Wli so IApplied Technology/Export
-Controlled Information orInternational Program [1 [X1WHC Program/Project [X] [ M. M. McCarthyComunications [A[] -RL Program/Project [X 1 R. FAkGuerciaPublication Services [X] I[3 L. A. Brown /IOther Program/Project [I [X]Information conforms to all applicable requirements. The above information is certified to be correct.
Yes No INFORMATION RELEASE ADMINISTRATION APPROVAL STAMPReferences Available to Intended [X 3 Stamp is required before release. Release is contingent uponAudience IX 1 resolution of mandatory coamments.Transmit to DOE-HO/Office of
Scenifc ndTehncaInformation II 1Sci 1ec and e cncl ][Author/Requestor (P inted/Signature) Date . ,
G. C . Evans /ls>9Intended Audience
internal [3sponsor [X] ExternalResponsible Manager (Printed/Signature) Date
Lead Author Phone MSIN IOther Author(s) or Requestor
LG. C. Evans 6-8939 H6-23 jGolder AssociatesProject or Program Lead Org Code Sponsor Agency (DOE, DOT, NRC, USGS, etc.)W-0 25 88220 DOEEditor Phone MSIN DOE/HO Program (OP, EH, EM, NE, etc.)L. A. Brown 2-2544 1H6-0 7 EM _____
Mandatory Comrments (Only mandatory commnents are Reviewer Name Date Resolution Reviewer Name Dateto be documented. ALL other cormments shouLd be & Signature &Signaturemade on a copy of the information submsitted forreview and returned to the author.) _______
_ _ _ _ __ _ _ _ _ __ra e Inomto Thss/isrtto _ _ I I_ I
Lea icamrA fi AffIirdeakxictie
Aplid ecnoog EPrdeionlInformation/Ofca Us I
BuinssSesiiv Ifomaio IPoraibMa No rntd/igatee
ExpitortCotle Information Ths/DsetioCI CI
Legal006 Disclaime WEF074" Par Trdmr3islie
SUPPORTING DOCUMENT 1. Total Pages 29
2. Title 3. Number 4. Rev No.
Response Action Plan Project W-025 Landfill, WHC-SD-W025-AP-001 1Hanford Site, Washington5. Key Words 6. Author
W-025, Action Leach Rate, ALR, Landfill, Leachate, Name: G. C. EvansRCRA, Response, PermitAP R V :JFF__ __________
P U BL1 atCREL . E Signature
-/3 /9,? A Z Organization/charge Code 88220/A125A7. Abstract
This Response Action Plan (RAP) has been prepared for the Project W-025 Landfill onthe Hanford Site. Project W-025 is a lined trench with a leachate collection systemdesigned to dispose of dangerous waste in compliance with WAG 173-303 and 40 CFR 264requirements. A RAP is required by the U. S. Environmental Protection Agency and byextension the Washington State Department of Ecology for all hazardous wastelandfills. The RAP is a site-specific plan that establishes actions to be taken ifleakage through the upper (primary) liner exceeds a certain rate, referred to as the
8. PUR E AND USE OF DOCUMENT -This document as pre ' ar use 10. RELEASE STAMP
speci the epatent apro r isuch relasor us hasbee u d ont uestfom th nt ousel U.S.DeprtmnofS gy Field officerg RihanW. OFFCiA RELEASE pprveDIfLAr E Tis re prti wsepaedsa.acuto wr YV
UAN T Sta tes G Ienm n n an y , ge nc t ee of o an of sm t e irnA E ., .
efoyee ino any n of thi wonrors ubcontractos orh therMA{02I~emS ploes ae anewrray. exres dcn tor ed orl ases nyrlega lcablt orsf resposintd for the acur ses cometees oraasy tir pary' use orathen rest of such s eay inormain us hasabearatu, pot orpess disclosedorreprsents th.atmtssspf i c erl prdct, processd , or. serviceL byL
AS trd@aetrSAER manufactreror othpeprie, ds anacot necessrly ~ iconsiuore implaeny ite ndoseet Govenmendton orefavorn byeteUnited States Government or any agency thereof or thisAT
epoesnoanoftercontractors subcontractors. The views and opnin of author
expressed hereins dontneesiysae or refec thotso scse of an nomthen
tUnited States Government or any agency thereofo t
9. Impact Level 4
A-6400-073 (11/91) (EF) WEF124
RECORD OF REVISION WHC-SD-W25-AP- Page1
(2) TitteResponse Acti on Plan Project W-025 Landfill, Hanford Site, Washington
CHANGE CDOITRCL RECORD(3) Revision 1(4) Description of Change - RepLace, Addl, and Detete Pages Authorized for Re~ease
k5) Coo. Enor. I(6) Coo. Mcr. Date0 f(7) Initial Relea-se roer EDT 161048 G. C. Evans R. C. BowmanI PS'I Remove duolicate pages per ECN 190326 wman
_ _ _ I _ __ _ _ _ _ _ __ 1. _ _ - _ _ _ _
____ZO00 (08/91)__ __ __ [ _ ___I__ _
WrHC-SD-W025-AP-M 1, Rev. 1
RESPONSE ACTION PLANPROJECT W-025 LANDFILL
HANFORD S=T, WASHINGTON
WEHC Contract No. MLW-SVV-073750Task Order S-92-56
913-1756 Novembtr 5, 1992
WHC-SD-W025-AP-001, Rev. 1
SUMMARY
This Resuonse Action Plan (RAP) has been prepared for the Project W--025 Landfill on theHanford Site. A RAP is required by the U.S. Environmental Protection Agaency (EPA) and byextension the Washinzion State Department of Ecology (Ecology) for all hazardous waste landfills.The R.AP is a site-specific plan that establishes actions to be taken if leakage through the upper(primary) liner, exceeds a certain rate, referred to as the Action Leakage Rate (ALR).
Tne ALP. for the Project W-025 Landfill is 230 gallons per acre per day (2150 liters perhectare per day). The derivation of this value is presented in Section 3 of this plan. If this rate isexceeded7 the following actions are required:
* Notify the reional EPA office and Ecology within 7 days.
9 Within 14 days, provide information on the amount and source of liquids, cause ofleaks, and short-term actions to remnedy the situation.
* Determine if possible the cause, size, and location of any leak.
* Perform engineering studies to develop permanent solutions to the problem. Tnesemay include repair of the liner, remnoval of waste, changes in landfill Operations,closure of the landfill, or other alt-eratves.
* Report the resuits of the enigineering studies to the EPA and Eooywithiin 30days of exceeding the ALR.
* As long as the ALR is exceeded, submit monthly reports to the EPA and Ecologydescribing remedial activities performed to date and future plans.
These response actions are discussed in Section 4 of this plan.
A ACTION LEAYKGE PAkTE CALCULATIONS............................ A-1
FIGURES:
2-1 Site Location2-2 Project W-025 Landfill - Plan View.....................................22-3 Liner Section - Floor............................................. 52-4 Liner Section - Side Sioces.................................. ........ 6
WHC-SD-W025-AP-CO1, Rev. I
1.0 INTrRODUCTION
This Response Action Plan (RAkP) has been prepared for the Project W-025 Landfill on theHanford Site. This landfill is a double-lined facility for disposal of mixed radioactive andhazardous chemical wastes, and is presently (Auguast 1992) in the design and permitting stage. ThieW-025 Landfill complies with the design and operating requirements of the Resource Conservationand Recovery Act (RCRA, 1976'), U.S. Enivironmrrental Agency (EPA) technical guidance, and theWashington State Deuartm-ent of Ecolozv Dangerous Waste Regulations (Ecology 199 1). Among.the requirements contained in these regulations is the need to prepare a Response Action Plan.
The RP is a site-specific plan that establishes actions to be taken if leakage through theupper (primary) liner of the landfill exIceeds a certain rate. The intent of the R-AP is to assure thatany leachate which does leak through Lhe primary liner will not migrate out of the landfill into theenvironment. A key element of the PAP is the Action Leakage Rate (ALR), a threshold valuewhich triggers the responses described in the R.AP, but below which no special actions arerequired. Because landfill liner systems have not yet been perfected, a small amount of leakagethrough thie primary liner generally occu,-rs despite the use of best available materials, constructiontechniques, and quality assurance procedures. C1his leakage is collected by the secondary [lower]liner system and removed from the landfill.) Hence, the ALR is set at some level higher thannormally expec-ed leakage rates to serve as an indicator that the orirnary liner is not fucnc-ioning asexpected. Exceeding the ALR may reflect serious failure of the primary liner, and indicates theneed for investigation and possibly corrective action while the problemn is still manageable.
This RAP has been prepared in accordance with re.gulatory requirements and is par of thesuoporcing, materi al for the Low-Level Burial Grounds Dangerous Waste Permit Ariolicaiion (DOE-RL 1939). The current re!gilations for determining the Action Leakage Rate and preparingResponse Action Plans are- contained ina thne Fnal Rule on Liners ann' Leak Deectioni Sysrems forHazardous Waste Land Disposal Units (EPA 1992--).
The following sections of this RAP will describe the liner system of the W-025 Landfill,establish the ALR, and finally discuss actions to be taken, if the ALR is exceeded. PertLinenitregulatory requirements will be described more fully in the respective sections.
WHC-SD--WY025.AP.OO, Rev. 1
2.0 DESCRIPTION OF LANDFILL
The W- 025 Landfill is located in low-level burial ground 218-W-5, in the northwest portionof the 200 West area on the Hanford Site, as shown on Figure 2-1. This region is relatively arid,with an average annual rainfall of 6.3 inches (160 mm) and a 25-year, 24-hour precipitation eventof 1.56 inches (40 mm). Summer temperatures can exceed lOOT (38'QC, while wintertemperatures can remain well below freezing for several days to a few weeks.
The W-025 Landfill is designed as a disposal facility for approximately 23,000 cubic yards(21,000 cubic meters) of mixed low-level radioactive and chemical hazardous wastes. As shownon Figure 2-2, the landfill will be about 450 feet by 300 feet (140 mn by 90 m) in dimension at theground surface, covering an area of approximately I acres (1.2 hectares). It will have )H: IV(horizontal:vertical) side slopes and a minimum 2.57a slope on the floor. Construction will requireexcavation to a depth of about 30 feet (9 in). The foundation materials consist of relativelypermeable soils underlain by basalt bedrock. From the ground surface downward, these unitsconisist of about 17 feet (5 m) of eclian silty fine sand; about 80 feet (24r m) of coarse-grainedsands and gravels belonging to the Hanford Formation; early Palouse soils; the Ringold unit; andfinally the basalt bedrock unit. The local groundwater table is about 270 feet (32 m) below theground surface.
The W-025 Landfill is designed as a RCRA-compiiarit facility, incorporating a double linersystem to minimize leakage out of the landfill. The primary liner consists of a 60-mul (1.5-mm)high-density polyethylene (HDPE) flexible membrane liner (FML) and, on the floor of the landfillonly, an underlying 1.5-foot-thick (0.5-rn-thick) layer of compacted soil and bentonite clay(amxwithi a permeability of 1 x 10' cm/sec or less. Thae secondary liner consists of a 60-mil (1.5-mm)HDPE FML placed directly over a 3-foot-thlick (0.9-rn-thick) layer of the same compacted admix.On the side slopes of the landfill, the FMLs are textured (roughened) to provide sufficient frictionwith adjacent materials so that sliding is prevented. The FMLs on the landfill floor are smooth.
A drainage layer and leachate collection system overlies each liner to collect and removeleachate. On the side slopes of the landfill, the drainage layer- consists of a geonet with a geotextilethermally bonded to each side. The greonet provides the drainage capacity, while the geotextileinterlocks with the asperities on the textured FML to provide stability against sliding. On thelandfill floor, the drainage layer consists of a geonet. overlain by a geotextile (not bonded to theae~net because sliding is not a concern here) and a 1-foot-thick (0.3-rn-thick) layer of drainagegravel having a Permeability of 1 x 10-2 cm/sec or hig~her. The drainage layer immediately abovethe secondary liner also serves as the leak detection system.
A 3-foot-thick (0.9-rn-thick) operations layer overies the other components of the linersystem on the both the floor and slopes for protection during- waste placement and exposure to theweather. The liner system components are illustrated on Fir'ires 2-3 anid 24!.
Tne waste will be packaged in drums or other suitable containers and stacked in the landfillin generally horizontal lifts. Spaces between the drums will be filled with soil, and a 2-foot-thick(0.6-rn-thick) soil cover will be placed over each layer of drums to provide a
Primary FMvL (60 mil HOPE - textred)'~-Geoccrnccsjie Drainage La-yer
(Gectextie/Gecnet/G9ectextfle)
Seccndar FML (60 mii HCPE - textured)Cornpacead Admix
Subgrade
913 1 75Ei4367V/1 -2S-92
F' lzuz 2-4. Lr.: Setcn-Side Slopes.
WMC-SD-WN025 f.AP001, Rev. I
working surface for the next lift. The planned operational life of the landfill is 20 years. At thetime of closure, a inal cover will be constructed to minimize infiltration into the landfill. Thisfinal cover has not yet. been design-ed.
Additional details of the W-025 Landfill are presented in the Design Report (GolderAssociates Inc. 1992a) and Material Specifications (Colder Associates Inc. 1992b).
7
WHC-SD-W025-AP-00 1, Rev. 1
3.0 ACTION LEAKAGE RATE
The ALR is defined in the Final Rule (EPA 1992a, 40 CE?. Part 264.302) as:
"the maximum design flow rate that the leak detection system ... can remove without thefluid head on the bottom liner exceeding 1 foot."
Elsewhere in the Final Rule, EPA notes that:
"This leakage rate must account for an adequate margin of safety for uncertainties indesign, construction, and operation of the leak detection system."
'The action leakage rate must not be greater- than the flow capacity of the drainagelayer...
- 'TMe action leakagre rate should always be less than or equal to the pumping capacity of theleak detection sump...
Thus, the ALR is based on the flow capacity of the leak detection system rather than ontypes and sizes of flaws in the primary liner. EPA provides a formula based on Darcy's Law forcalculating this flow capacity, assuming that it originates from a single hole in the primary liner(EPA 1992a):
Q =k htan(a) B (1)
where Q = flow rate in leak detection systemk =hydraul-ic conductivity of drainage mnedium in leak
detection systemh =head on secondary linera =slope of leak detection systemB =width of flow in leak detection system,
perpendicular to flow direction
The major uncertainty associated with this formula is determining the value of B, which isatomplex. function and in part dependent on the other parameters. Additional information andguidance is provided by EPA in a recent background document (EPA 1992b). By assuming thatthe shape of the wetted area down slope from t~a hole is parabolic, EPA rewrites equation (1) toread:
Q =k D(2h -D) (2)
where D = thiciaess of drainage layer
other para-meters zae the same as in equation (1)
It -nay be seen that equation (2) does not depend on the slope of the drainage system. Thisresults in part from simplifying assumptions by EPA related to the cosine of small angles beingnearly equal to 1. As a consequence of this simr,1ification, equation (2) indicates that the flowcapacity of the geonet drainage layer on the landfill side slopes would be equal to that of the geonet
WF-C-SD-W025-ALP-001, Rev. I
on the landfill floor, all other factors being equal. While intuitively unsatisfying, this approachappears to be conservative. In addition, the added capacity of the gravel drainage layer on thelandfili floor can be ignored when finding the lowest flow capacity in the systenm (i.e., the sideslopes). Again, the EPA approach appears to be conservative.
With respect to selectig appropriate input parameter values for use in solving equation (2),the hydraulic conductivity of the geocomoosite- drainage layer is based on mnanufacturer's testresults and includes the effects of compnression from the load applied by the waste. The thicknessof the geocomposite layer is the combined thickniess of a geonet plus two layers of ge-otextile, all ofwhich conform to the requirements of the Specifications (Golder Associates Inc. 1992b). Toaccount for compression, the thicknress of the geotextile layers was reduced by 50 percent. Thehead on the secondary liner system is defined as 1 foot by the regulations.
Using equation (2) and the assumed input parameters, the ALR for the W-025 Landfill is23 0 gallons per acre per day (21,50 liters per hectare per day). Tnis value includes a factor ofsafety of 7 in accordance with EPA guidelines (EPA 1992a;. It is also much lower than the pumpcapacity of 4,800 gpad (4-5,000 iphd). Thus, this ALR value satisfies all the regulatoryrequirements noted above. Details of the calculation are presented in Appendix A.
In accordance with reT ulatory requirements (EPA 1992a), the flow rate used to deterinen itthe ALR, has been exceeded Will be calculated as the average daily fiow rate into the sumso,expressed as gallons per acre. This calculation will be performed on a weekly basis during theactive (operational) life of the landfill, and monthly after the landfill has been closed. Post-closurefrequency may be reduced if only minimal amounts of leachate accumulate in the leak detectionsystem sump.
9
WHUC-SD-W025-AP-001, Rev. 1
4.0 REESPONSE ACTIONS
In the Final Rule, EPA list several required actions if the ALP. is exceeded (EPA 1992a,40 CER Part 264,304):
"(1) Notify the Regional Administrator in writing of the exceedence within 7 days of thedetermination;
(2) Submit a preliminary written assessment to the Regional Administrator within 14 daysof the determination, as to the amount of liquids, likely sources of liquids, possiblelocation, size, and cause of any leaks, and short-term actions taken and planned;
(3) Determine to the extent practicable the location, size, and cause of any leak;
(4) Determine whether waste receipt should cease or be curtailed, whether any waste- should be removed from the unit for inspection, repairs, or controls, and whether or not
the unit should be closed;
(5) Determine any other short-term and longe2r-term actions to be taken to mitigate or stopany leaks; and
(6) Within 30 days after the notification that the action leakage rate has been exceeded,submit to the Regional Administrator the results of the analyses specified in paragraphs..(3), (4), and (5) of this section, the results of actions taken, and actions planned. Mionthlythereafter, as long as the flow rate in the leak detection system exceeds the-action leakagerate, the owner or operator must submit to the Regional Administrator a reportsummarizing the results of any remedial actions taken and actions planned."
If the ALR is exceeded, the Department of Energy will submit the required notifications toEPA as stated above. The Washington State Department of Ecology will also receive copies of thisinformation.
The leachate will be analyzed for chemical compounds and radionuclides.. If the analyticalresults indicate that these constituents are present, and if the constituents can be traced to apai a t1-oe of waste stored in a known area of the landfill, then it may be possible to estimatethe location of the leak. However, because the waste will meet land disposal restrictions, it willcontain no free liquids and will be stabilized or solidified. In addition, the drum or other type ofwaste package may not undergo enough deterioration during the active life of the landfill to permitescape of its contents. For these reasons, it is possible that the leachate may be clean or thecomposition too general to indicate a specific source location.
If the source location cannot be identified, large-scale removal of the waste and operationslayer to find and repair the leaking area of the liner would be one option for remediation.However, this procedure risks damaging the liner. In addition, waste would have to be handled,stored, and replaced in the landfill. Backfill would need to be removed from around the wastepackages to accomplish this. If the waste packages are damnaged during this process, the risk ofaccidental release may be high. For these reasons, large scale removal of waste and liner systemmaterials is not considered a desirable option anid will not be implemented except as a last resort.
10
WHC-SD-W025-AP-4001, Rev. 1
The preferred options for remnediation include covers and changes in landfill operatingprocedures. The preferred alternative will decend on factors such as the amount of waste alreadyin the landfill, the rare of waste receipt, the chemistry of the leachare (i.e., is it clean?), theavailability of other RCR.A-compliant disposal facilities, and similar considerations. Hence, at thistime no single approach can be selected. If the ALR. is exceeded, potential options will beevaluated prior to selecting a remediation process. If necessary, an interim solution will beimplemented while the evaluation anid permanent rernediation is per-formed. Exam pies of potentialapproaches include the following:
1. 'The surface of the intermediate soil cover over the waste could be graded to directrunoff into a shallow pond. The surface would then be covered with a discardable,temporary -eomemnbrane (e.g., 20-mul [0.5-mm] PVC). Precipitation water wouldbe pumped or evaporated from the pond and wouid not infiltrate the waste alreadyin the landfill. Waste packages would be placed only during periods of dryweather, and stored temporarily at other times. This type of approach would alsob e used, if necessary, to reduce leakage during the time imm,,ediately aftIer the ALRwas exceeded, while other rernediation options are evaluated.
2. If the landfill is nearly full, partial construction of the finial closure cover may bean option. This would reduce infiltration into the landfill, and possibly the leakage
raeif the cover is constructed over the failed area.
3. A laver of low-permeability soil could be placed over the existing0 waste, perhaos inconjunction with a geomembrane, to create a second "primary" liner higher in thelandfill. T-nis new liner would intercept precipitation and allow its removal.
4. A rigid-franne or air-sucoor-oed structure could be construdc-ed over the landfill toensure that no infiltration occurs. Although costly, this approach mnay be lesse=,ensive than constructing a new landfill.
In general, the selected remediation efforts will be those that are easiest to implement, withmore difficult or c:ensive options to be applied only if earlier aporoaches are not satisfactory.
WHC-SD-W025.AP-001, Rev. I
5.0 REFERENCES
DOE-RL, 1989, Low-Le-vel Burial Grounds Dangerous Waste Permir Aoplicauion, DOEIRL-88-20,Rev. 0 plus Supplements 1 and 2, U.S. Department of Energy, Richland, Washington.
Ecology, 1991, Dangerous Waste Regulations, Washington Administrative Code 173-303,Washington State Department of Ecology, Olympia, Washington.
EPA, 1992a, Liners and Leak Detection Systems for Hazardous Waste Land Disoosal Units,published in the Federal Register, Vol. 57, No. 19, January 29.
mini~am tachnicza raqui:raentz and other desiqn assU=Ption'z tomnxii~epotential head on the bcttm liner, and uses a safatlyfactc=r, ZPA believes that the units meeting the xininu= tschnicalrecuimmentz vo~ald net raquirs action leakage rates bvlcv 100g-pad for= landfills and vast* pile and* 1,000 gpad f or surfaceimpoundimantz.
ALss=ming the wattad area in t-he drainage layer beaneath a smallhole lea-k has app Omimtsly the shape of a co-ne fro= side- viewand a paxabcla I.-= top. view, the width of the para-hola (a) is:
B- En + -,7
where x - plan distance downlem. from hole (i.e., B is afunction Of thG di3tanc* x from- the hole; most ofv B isat the hole with onl~y slight increases downzlcpeAssu",-ng x - 0 (i.e., looking at B under the hole, B )and zubatituting this value for B into Equation 1Iciie o at=4ang-ular Cro-ZSQct4on of flow (i.e., Q -1/2 k-h-tan a'B) andSolving. for Qyields:
a k-h2~ Z qu ati on 2]whars h -head on the bottom liner and h < thicoznss of
drainage layer.
This equation becom=es the following if the condition Is changedfrom "h < t-hicnezz of thea drainaga layer (B) " to- Oh a D"' (whichis im=-ortnt for guonat calculation:):
Solving Zcrzat-cn 3 uzing the de:imum desin seci~ficati.ons in thefinal rule,
These numbers art the sane as the results given above f or
Result: "wsiz- a 3- odal
Tables 1-4 and 7igu-rss 1-10 in ; =mendix B were devilo-ped from a2-0 model to show the relative cf facts of various designparametzrz and assumptionz an flow capacity, and to show theshapaz of the flow in tedrainage layer for various designs andasumt~.~dighcln 3i:-n and head. Apendix C ,17abackgrcund infoxmation on the 3-0 model. The tables show thtslopa, !an-t o n, and hole siza have some effect on flow rats(e.g., 4% increase in -flow~ ratz ;hen slope iz increaased from 1%to 2% £Tables 1, 3-5]; 1% increase in flow rate at 1% slope when
-52
JkI( ,V E7WHC-SD-W025-.AP-01, Rev. IInstallation Hydraulic Properties,Noauieround iaesstal hnTX e-m- is ransmi~ivirYtflow chart for TE(-NET Woven monofilaments heat laminatedpsier fto isasile hnTe-step orn- are available on supplemental data to any stye of POLYNET Call FSl forpo~e. t i a imle ne-tepopea- sheet. The)'are Pre refor use by further details.ton. Because it is lightwveight, flexi- desion engineers to help determineble and strong, it can be roiled out in TjE(-NqET- perfocrm an - u n der va ryi ng To determine Q (flow per unit widthPlace On flat or steep siopf_, around condiftions of p resure, hyruI YOMT<Nf i culcndtos i-building foundations* or along foot- dient and field prole. All t-ansmis- pIl' multiply-&(tansmissiviy m.2/se-c).ings. The composite is suclijed with Srvlttest were pqer-formed in acccr- oyi (hydraulic aradient).a oeotextile overlap of 2ffbn both dance with ASTM 04716 where a Example: TE<-NET 1001 under 4000e~oes or 5' on one edge so that con- drainage layer is characterized by p.S.f. and gradient of 0.75 has atinurly of drainage acton can be its transmissivity or~ (QIB)Ai Q anmi1.v0y o 10M/e 0.75)eassured from on-e strip of the corn- tOx1m/sc(.5posite to the next. TEX-,NETj sheets 7iE<-NE T can also be spedFied with =7.5 x 10-4rn 2/seccan be cut to size in the field to fit non-woven polypropelene fabrics and = 3.6 G FM/FT7 of WI DT Hnearly any required area. It is also
easily hung~vertically on basement orreann wal pro'obcfiio The information contained herein is, products described he-rein. In sub-et~nig als rio t bckil-g to the best of our knowledge, true mirting tis information, no liabilityBy specfying TEX-NE T on your next and accurate; however, all recoin- is assumed or license or other rightsdrainage project you will save con- mendations or suggestions are implied or given wth respecttLoanysiderable time and labor costs. And made without guarantee_, since the existing or pending patent, patentwhen compared to a sand and gravel conditions of use are beyond our applications or trademarks. Thesystern, extra savings can be expected control. There is no expressed war- observance of all legal regulationstfirough lower transoortationadryadn mle warntyo ft and patents is the jresoonsibility ofinstllak n cots.ness for purpose of the product or the use,
Refer to supplemental data shees MT'OFE<N AvAouPRSUEand performance curves. TXNT10
TE-E 1M
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FL UID 5SY5-TEM. ,INC32 Tiangie Park Orive
OLmcnati OH 4S246
FAX (513) 771-48"
Otfic~~~~~s enOn~ n t~t
WHIC-SD-W025-AP-ooi, Rev. 1I~5 f
[NSTLLATON MTHODHYDRAULIC PRESSURE
TRANS MISS IVITYVSGRAID IENT ClPN-1000A PN-2000
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WHC-SD-W025-AP-OO1, Rev. 1
Installation particles into the net, except Hydraulic PropertiesPol-Nt i esil istale byhad. when Poly-Net is between two
OnL-et sloesl nesuld bead geomembranes, in which case a Transmissiviy charts for Poly-Netncoe ste ep ope, nets hund-b geotextile is not necessary Poly- under vrious Profiles, gradients,
anorled at vethea tol, ancho- Net is UMV tabiiizad and can be and pressures are available in therollte netwicl wmasnr achor storted outside for short periods, F~I transrnissivity brochure.
ing he nt wth rasory niis but care should be taken to keepmay be necessary them clean of mud and debris. if SpecificationsMdiacent rolls can be easily joined Poly-Net becomes dirty Simplytinbeo adby plastic ties supplied with the wash out debris with a high pres- Rfrt ocfcPoly-Net. When joining adjacent sure hose. Pi"ugse ctctorolls in the direction of the flow, guide" brochure.butt the rolls together, or overlap2-4 . WMen joints are not in the=direction of flow, overlap adjacent
ou n-P re"-Me aAer lrolls in shinole fashion. On the =rcf~dD or st*eonae aewrhbottom of landfills or ponds, a FLUID SYSTrMS. ThrINCo.ez- wrrt adn2-4' overlao is recommended to Uca orpox es~toed herein. In szabmrrong rtzmananfo.32 Trhange Park Drive - S~ite 3201 iriarnain.n £ibiry is2ze or Iaznse ormaitai flw.Circinnati, Ohio 45246 FAX: SUMf71-484A ome rigim ifl7ied or grm wiih resoect toanGeotextiles should alwa',s be 513M-55 60/-690 b-aOfr~i-L.TreOane ofal lga reguldcnsOf fy-f h Den~ver arid Atlamta an pmrn is the remonsibify of t-e user.
used to prevent migration of soil I________________
A _K I ~Department of Energy 021RRichland Field Office
P.O. Box 550Richand, Washington 99362
93-RPB-148 APR 0 7 19939302901
Mr. Paul T. DayHanford Project ManagerU.S. Environmental Protection AgencyRegion 10712 Swift Boulevard, Suite 5Richlanid, Washington 99352
Mr. Roger F. StanleyTni-Party Agreement Impl ementationNuclear Mixed Waste Management ProgramState of Washington
Lo Department of EcologyP.O. Box 47600
?,r Olympia, Washington 98504-7600
0D Dear Messrs. Day and Stanley:
S QUALITY ASSURANCE PROGRAM PLAN FOR PROJECT W-025, RADIOACTIVE MIXED WASTE LANDSDISPOSAL FACILITY - NONDRAG OFF
SThe enclosed "Quality Assurance Program Plan for Project W-025, RadioactiveMixed Waste Land Disposal Facility - Nondrag Off," WHC-SD-W025-QAPP-001,
'~Rev. 1, is submitted in response to Notice of Deficiency Number 355 for the"Low-level Burial Grounds Dangerous Waste Permit Application," DOE/RL 88-20,Rev. 0.
Should you have any questions concerning this matter, please contactf~Mr. C. E. Clark of the U.S. Department of Energy, Richland Operations Office
on (509) 376-9333 or Ms. S. M. Price of the Westinghouse Hanford Company on(509) 376-1653.
Sincerely,
Klames D. Bauer, Program ManagerEAP:CEC /Office of Environmental Assurance,
V Permits, and PolicyDOE Ri chl and Operations Office
3031-..
R. E. Lerch, Deputy DirectorRestoration and RemediationWestinghouse Hanford Company c
J. D. Bauer, RL P. T. Day, EPA Incoming 9302901R. E. Lerch, WHC R. F. Stanley, Ecology Xref 9350909D(G. C. Evans, WHC)
subject: QUALITY ASSURANCE PROGRAM PLAN FOR PROJECT W-025, RADIOACTIVE MIXEDWASTE LAND DISPOSAL FACILITY - NONDRAG OFF
INTERNAL DISTRIBUTIONApproval Date Name Location W/att
Correspondence Control A3-01 X%0 B. A. Austin B2-35
.nR. C. BowmanH64
B. J. Broomfield N3-13 XG. D. Carpenter H6-30C. K. DiSibio B3-15E. G. Erpenbeck G6-47
G. C. Evans H6723 X0%W. H. Hamilton, Jr. N3-10
D. G. Hay T4-05
-G. W. Jackson, Assignee H6-21
R. J. Landon H6-22
R. E. Lerch B3-63
P. J. Mackey B3-15
H. E. McGuire, Level 1 B3-63
R. 0. Pierce N3-13
B. E. Poreniba 174-03D. B. Powell 174-03 X
D.. A. Pratt T4-03 X
S. M. Price H6-23
R. J. Roberts A3-74
EDMC H6-08 XRCRA File/GHL H6-23 X
GCE File/LB H6-23 X
Please notify J. Scott, H6-24, of any changes in distribution.
Department of EnergyRichkmgd Field Office
P.O. Boxc 550- ~Rihlan, Wasinigton' 99352
93-IIPS- 165 9303066
!yR0 ' J3
M'r. Paul T. Day1han ford Project ManagerU.S. Environmental P1rot~ecLion Agency'Region 10712 Swift Boulevard, Siiil.e 5
V Richland, Washington 99352
Mr. Roger F. StanleyTri-Party Agreenien t Impl ementation Ki-~Nuclear Mixed Waste Management ProgramState of Washington 7/Department oF EcologyP.O. [lox 47600 V"0Olympia, Washington 98504-7600
Dear Messrs. Day and] Stanl ey:
RESP0~1S TO TIlE LOW-I.CV[I1. BURIAL GROUNDS DANGEROUS WASTH PERMIT APPLICATION,REVISION 0, NOTICE oF DI:FICIFNCY (TSD: D)-2-9)
Enclosed is a notice of depficiency (NOD) response Lable for the Low-LevelBurial Grounds Danqet-ous Waste Permit Application. The Low-Level BurijalGrounds Dangerous Waste Permit Application, Revision 0, was submitted Lo theState of Washington Department of [cology (Ecology) and the U.S. frnvironmentalProtection Agency (EPA) for review on December 21, 1989, in accordance wil.1hHanford Federal Facility Agreement ' nd Consen. Order (Tni-Party AgreenL)Milestone M-20-06. 'This permiti appi icaLion is currently in the fouruh mob)review cycle. Of Lhe 389 original NOD comments, only 47 remain unresolved.The response table has been prepared to address Ecology's 47 unresolved reviewcomments transm~itted in a letter from Mr. Rt. E. Cordfts, Ecology, to Mr. C. E.Clark, U.S. Departmuent of Energy, Richland Operations Office (RI..), datedJanuary 8, 1993. The referenced leI.Ler requested a response lby April 9, 1993.
9303066
Messrs. Day aiid Stanley -2- LA 1 V43.
93-RPS-165
Should you have any questions, please contact Mr. C. E. Clark, RI., on(509) 376-9333 or Ms. S. 14. Price of the Westinghouse Hanford Company oil(509) 376-1653.
Sincerely,
vJames 0. Bauer, Program ManagerEAP:CEC Office of Environmental Assurance,
Permits, and PolicyDOE Richland Operations Office
11. E. Lerch, Deputy DirectorRestoration and RemediationWestinghouse Hanford Company
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4-3 -a C S-. a ( 0 U0 r 4-S- )== CC - - L. .-a O - oa 1 n0S 0 C- ' EU-EU ( ' (-0 4-a + Cr= 0 4 >0 S
a) m4 0- = C= ) U -)U d a) S- 4-CY W tv0w-(0~~~ o to EU (D~U a)L 4~*. EU C ')i4
>1 > ~CS- Sl U , 4- Q. 4-C0E 44 tA *-o t
4-U CC00 0, r- 0) U 4.J4. vi a .Q.S-t - 1 P-U.-.. *0 J U .0 4-005..- ) ) V )+J 4 --5-0 U 4- 0.4) = =4 4 * - L).-C 0 4 O1 .- S-EuC 4.-) CO 4C
NoE = t 0 3:t t - r= = Cc a cc t m.) U 0 to o ac -~0 0 V)u : ( - -0) OWCC0 4- 0 W W -CU)=40 4- -SS-&-4-) S-4aa,) 4) S 0- -(A U a) 0 4-- S- -*U "-in-oC 0 to U0) 0. V) 0r- c M a0
> - S j4 r-- - "= (A 00 0 .0 4 2 S -E to Q) =.4 o
(V S. ) 0.. (A 4 L >J-, - w- UU )0 w U C0. W M-4--) -U --cc 0 = S-..iO- 0~C) 02 0, S- EU S. 4.J .LW(n 0S.- +4- 4- 0 (A +- .. S-- (a IV 4-v0 +jC~ = = 4- -
ui4)- d - 4- VM4 *s- 4--f (o4~SE E -EU 4-.m~Cf a)O o 0 r4- 0 E0 F= 4- a)-O= > U0E V = r-CC 4-eaaS- 0.00U ~ U +- +.J )L - a
>) 0. > o 4- u cc U S-0.I 000> 0 EUW .9- 4 4 U 0) CL)4-j
(1) EvU Us- 0D "o4 04-- M- 4U.-3 (A. >X- >U+- 0- -= I S- +J ~ X S-00 a) S- 3EU cc4-)I4-J LAL+ -)-~- C J C
a~ Ll EU *EUMOOEUIVS- _3Ou 2 ( 4- >,-E M ) 0D4-3 0 .0- C 3- =4-) S- 4-) +.qJ~ 'a )- .0 r-U) o 4--.C U -M(A4 -
;c V) 0 -0 LA(10) M" 0CC =4J E C ME .- t 4-EA (0 4J M 0
Q (A EU cu - E2$- EU MU4- M 4- 4-----4-) S- 4.) = -4S.. S-0) -=+CL ~(AUVQ va =0 0E 4- 4)-.-) S-U0 WW0-) EUUCU::S- 4-E Wc0) 0) C - r- 'I WN r- 0ZC .,- to .>, .0 4- >.) L.) ECLM E= M .A4-) 0 W 0 0
_ : C cu o )( .U. - S- Q 0 Q LLUO 4) S- E 2 D-~ c. EU 4-CJ >-o0 5.= s- 0>-, (AE m 4- tE tv - EUU) 0.00S-4- S-.. 4) v V) V) a s0' 0-0
M CU4-) rL= 464- 0).0 EU r 44- 0 M Ez * -Q) Et 0 .- W.0 = a M 4) W0-EMg= U (A .i- c V) o0=1 4-) C -3MS- C _S-4 0C UU- --j 0 C
0) V)>., S - r_ (A )C 4)00 U .4 4-' OE to CLL >-,t #A V) )0W00 S- a) 4 1 +-)S- 4 1 s-C -m (A r- '0 C 4-- -fs-P-
-- V) ) 0 - = (A4- C 4 -% m aUCL. C- aU- C - a) 4- 0 U -r-4- 0 M (A -E to C) = - 0 m W-0 mu)s- *- an 0 .- 4-C r- 4-)
C. c e c e 0)s- CU Q'04) S-S-+.= EU3 -00-0.- .- ccWL L- a) EUM .- -EM Ln (A S- r- = M t EUto 4 - C A .) CnC0. 4-3 C 00aZP' L, 0Jcuuomc C ) O $I- 0CL)=S- t ) CXMc EU)r 0 E 0 -EL&O 1 -S-S- -0o r 0t C0EUO 0C O +- 02 4 0 4- -4-) a
0 U-'- 4--- 4-- 0 QU V) -4- CL C -)- -C 0 1) US- CA4LL. o 0 0 a 0E 4- tv 4 -e cu 00 0 C +j 4A S-0)LIJ Q) ) t E0 tv
S #A ~4-CaS-Ca ( -0 Q) M0Ca0 0 0S-> aN-U r
S-E 4-1 (60 4)O S-EA~ C C04-3 0 E4 > ca)1-. 4-.-J s d-4 --C- .C S- cc(1 = 3 - U 4-) 0
>1 +-) S- 4-J -- = =, =-~ .C 0 C 00 0 (4-j .-' V) 5 C -,O cc0 E- =4A4-) .4-) 4-0+.'- 4- *(A S-0 c - (A ) 4- r= = 4) M W-c f- .0 = CCU4-) (A -O 0 S-.4- EU ac (isO 46n) >0S- -- O E'" EU
:3 ( C=S-0c 0.m ( l .(A '-0 0 t4- aCoU>, 4) C%j =4-) 0 5- 4-3 1-5S- G0 >-. - 4- S-00 r $ E-0 5- d)-r- 4 EU- aI. UtuS%- >80 ~) S- -3 M4-3 (S-C c M 0 -4- S- 000 a)wo 4- 4-. 4-uCAi 0U -(A = tvtv 'o - 0 0 U 'a 4-1 r tEU&V t
0 0.- E u -4- >- 0) 4-310( 5- $- 34- LJa =0 4cs C A cm IV- cm =0) r - fA 0 0 00C) C -S AS L 0
4-)-Js'- .- (A-U0 - r- UOEM4 UCC4-) =0 U a) rOEU U A 0u 0) > c (A) sl- (A M 4-) S- -0 M 4.-O )S- *r04-) > C u AVs
F- 4-; -0oOOO_)mS- a)4- 0r_> U) E S- C A =0 -U(AU (A U *tO u = 0oU 0 W-U =43= -j 4-)a 4 C U EU4-EUCC > 9 .
c >) -s- (A1 LJ~sl -- (A U ) OLL. 0) EUf 6- a 0 E .- V )0-. 0 ' -J OE Ova)S- .4-LL.-.E r= Su cuU0 CU) Cv4 ) c(
(A C- U 0) > 0 -.- Uj 04- S.-) EU -9- - 0 0v EU cc (AU).4- 0 s-ECU LLJ2 -v, .JV)"a E 0 -0 a .4.JS- 0)
.4-) EU "~ - 4-) U W C 44-1 M = 41 4..J 0.C _CL 5- (n 4mm0) 0,. *-UZ .) EgU co .3-0 C CL4.) X a .I-,u *000a -.
CS- 4-4- (D C 4--U S- CO 0 00 CU))4 =r-( - 'o 40 -U)0 S-.*-E 0 >,'V C0 C =. C 4-) E21 A-0 c*- > 0
Q)(A a)00= 4--4- 0)-- .- 0-)CuE.- 0 e ) m WU)S- w -=.> 04- (a .-. U OU V aSo =L =2 S 0) -6-.-)S =C0 a)4-) -0 U (S '.0C4-3 a) U)O CL eaS- C t VU) to L -0 o(DU -O 4)UF-4)COC- J(EU r ua a w00 OCCC%JU0 j m> S-U) IAUUO. EUC c =t
(AU .4-) 0 = S-.C4- 0>. >.C a) S- wS- a~ EU 5v - 0) 0 0 = ?- S- U V) 4-..CV- - .4-) -0I 0 - I- 'V C."o 4- a) cU)-a4- 0 U) = 04-) EU M-r- U)A
(71CNJ >Cl
-4- 0
a- c I
>~ 4-
(P= C M1 ed #A .r-.- I > cc +* 0 CAcm4--
m S : . *. 4J M W ~0 ) 04- 01 W u (>,4 &on-~ 0**4 4W (A>0 w 1 0)U
-z C- u4S.-. C004)U.0 L- ~4-- M 4 '0 m 4 m e- A (ACL) 0) (a >10) >102.. m 0 'u-U .4. 002( m9S-- d) 4-l~ 0-.- L. 4 - U 4)~ JV)=4) 4c 5 41 4Jr - 4-
_cc 3: M C 0 4J M ru-4- U 4- ( -C *0 W 4J Z A )0 =3> C) CA CACU r -P-4-UW)0 W r"-.C U.= )Ss-010 "aU) V~) *4e> toWto..- W1 0 :Ili4-3 L ) 4JS-1 50 W) 01u C: '- . 3,4- 10*. a a4 0 (A 54-1 (A
a) 01 - -t- 0.UC 0 cb00a) 4.) C 4 r_ 4-0 (D uce.J = 0O 4 0 06 r- >-"4) 0 (AM g VW) S- o I. - eD.MLi-I,- L) U.s. V)01.- ( ) z - r 0 c ~ .. - - o = Q1 .C4- M
_j. LO-I U)U 0 4J . A1.Cd f-U (A4- 4) C 0 .4J A .CL 4.2 4) L £4J IA 0 04-A - a 4) =. 0 = %-
ZI + 4i-J.. = =0 S-r-0M -- wU r- *>a0 0u (v . cc W a%2A 36 *U-- .) 0 01u 4-'v =10 M. 0 -). 43 01 4) '0. 40
04- ed M 41 40'- U L.5-0 0 4 100>1 >r- 0) CD 44J M4J .0 0 0101W0 '- ) =C'OM4J m0 > +3
M (V4-) WU) 4 M- -0 44- 4uJ0W 4J 94 W 01 =" . .- U&-4 V 1C S. 04-01W M4 L4.C =.-04- t0C= +b1
I0. 4J 0 *'-10 0*=-0 (PS-4-b C0 1 U) W m (a togo0.0 O 0. 4J = M O. -- 4-3 -r-01 0.0 -r-. jML.4A 01 01 r- x
S= .. J 014W ( c > -C 0 0u.-0 >t t "a4- >1 015L-vi4 C~J U 06 -J CC .=.-- U- 4-) .- C r-=5 >-)4->Q 0 5 C SW--. - =. 4-. C = = -'_4- M Mo 41 4a 0. "a) ub. (A U+ a 0+1 4W+.)00 90 =
2C1)01 0 (A P" - .C U) 04+a *0 +j r.0 (A0 4CC )1 06 >. = %--4U %- U u21 0qr (A 0)1W 4- 4-)4W.0M0 0 -0 M 4- 0 ) t 41 C V) U)U.0 - m2 40 &. -(A 3: 0 04-w-4- *,0 V) 0)O
S.- 04-3'.- 0)u-- 0 M 0 sS.C O 5-2.4 0 06 A (ACC5La)1 06 =4- - L. UU& UICa1W 4..)0. 0 4. . -0 >-s0s u-(A.0 0 41 a c > 0 >1 4J) 4-10) - r=U 001-.--+j. 0)V)U) +b .> >,.-.- rdU C U 4- cc C1=OVOrS.. W -01 NA 4Jf 02 M) . =. m1 e 04-Cr C U4j= = C.-
V) 4) ed 5 . .0 A0 06 c -- 4-.4 S. 4- >2 O0ULL 4.) 3C4-(A) ed .U z U (A0 00IV1 0 0 -4 M r. -.-
tv -IV cm >U & #Au- W >34 ) = 0 0)t 4-1 -b m (= CL ) I) =W = Af-0W S- 4) W S-W C 54- - .r -r- C-0 0 LJ +b 0 41) (P C.-W .- 0 > 4-C =1 (V a .- 0 a)=.0 S.- -Q-. . 9- M =0=1- C 0.4- 00W m 44- a) 'a = CL+--0U CL4. I- I-4 .i--'0C 1 0- (-a0. M~.u-
U. GEOSYNTHETICS LABORATORY WsigosDIRECT SHEAR /FRICTION. TEST WSfgO~
c; GOLDER ASSOCIATES
CCY)V WUCh LNJ a~C
- 0 S.
S- )= m
.- C - V)= C) -b V *-O4J - 4-3 (D40-4
V~r 4 .0 *A 0) rC=4)- Oc ) a=4ed Z JM O 390 M4 CD4J44- = & 4.-4a&. V) V) N r_ 0C= 0n IO) U> C
C%1.0 C) L~. ' r U~ O- 3C 0 LIO M) C~-=0 . 00 4) M . 04) *-4a 1-- 4-3W ) .-Nd 5.4J 1- ) E 4J 0 4- -I- CDa L. cc CA
C -~e S-4-Ju V)C 0)c p) U > 4) 40,.- C A -* .-. 0 C 0100 go $S-41 ( ~09U U0 C 0 > a 0 .C*~ 4- w *4J=- .41 a;4) L. U 3r- =CU(ACM -L. Ur4 O0 00
. 4- 4J) ")-0 0O, a) 4- 0 M0 C u. W0 -0 C Idm ) tov> CD4- 0 4 4V) 4) >1.' CA4-1 IJ L.a -1 4-) r-.WM4- C.-- ~ L 0+Au $- 00) C=) WO U - - r-M4-) .00 cn 4-UW 4.) 06.r-- o -r- O. ) edC0: 0 V ui 4J *
CA . - .4- S "a a 0 41 r C. >w~p :O IM.. CL0 :3=4 0 V * 1 1 1)0 0 . -0 .U1A -3 S - Ad 4-0. UOC OU i * 0dW5. 0 4- S- S- 1- 0 uU)o IU= 43 3 o-04- L-4J c *0. -3u (A r- r- r4J U S- OA
0 V S-4- V-A E) uiE W C .. 0.0 (D dV~ ~ ~ ~~~~'a (A0. IM) U4= .1 )0- A--MIM0 rLu
%V IV-- - .0CD4J .) 0 - r 4 > 3C4) 0)>000-M-4 0 C_ 'aS-0 ic. S- >* V toC4-) U i " d ( 0 %> - r-lm 0 u C.0D W) L c 00 j 4.9 4-L4&- .- CD aI 41 r.4-- = IA 0 rO.1C_
(A - ) "00 *.- .- >,."C -O U 0 0 W) 04- IA 30 edC +.14- a .,- 4-.r 4 W C W (AC *9 l0O C .
0 C '.C . 4)- 0 (A) 04) 0) C.5S-V) 9-91- 0 a -- C:4I) M-CU 0 0 U M- 0 r-4J -U- 0 c O 0 4.. -0 0
Id =C . cO.0 0O WUd 4 L- Ia.- - L0 4J.-l AV)0 4- 0 f- O*,-WI).4) (A 'f~- M A J .0 M 1A CU) fS- +U -00. vi0= c 0V Fn. +ac L c cl-J n .0 4) L-r- 0 -00 -. -4- M tA 4 - r-- 04) 4(A .4 =0 "a - 0.-S. C.L S-
o n . U )0b - 0 4 = (D4 - I ?a CA) - - V 4) M V-4 ) 0) 4E1= W-2 to. 0 0 - - - 0 V) C 0 MC ) .M .a A cd = 4 C 3 rcc 0 - D5 0 0 0 -3 =U 0rE0 -0 r-0U.0 = 4) C 0 4-ac 3
0 0 (A C 4-* -) cva zd -) G)-0 QZ 4J ZOZ.)) .4-3 -0 V-Z 9C>- 0 W 4- -UC -. U A C L p-OS- 5- f- U.P- ) (D 3 S 4 0.-U ( I
ca ~ ~ U "0 4J o 4-00 w4 -P0 M1. (dS. 9- cc fl Z ) V ( ) c - -"_j ~ ~ ~ 0 EW W. tdCu 10L.. v . * CL U.J 4)%- a q0c1 -Uj P" a) =4) *.W-4) mCIA0 4aiLL u0. 41 0 Ch 0 0 6.-> .---. 0 4-La 0j 161-> -W- 4 0. 0 ai ' 0*u-U U = -0- .-. m U -r- u-a41- 0
_j 3.a 4): ima).0)% 1 r 0).-.-0 uuu- (AU)*00 *0'4-1 F 39=)*u-3..CC04.)0 .0 & -4) r=a) 0 c 4- 0~) U4-) 00)=0 4 : M cn r_ - 2 0) 3 o.. =0- I#Z~- d
V) CA0 M - 2.C r=~~ = S.. cmavv .I - 4)0CS01VI ) S"Or- =.C%- )0 4) C 4i Q= 4 cc 0 M ( 9 >IC 0=10 c 4)
W CP U) W4) L.4J = '0 ccI . -- 3c .M 4-) > 4J 4)UP)W1- fA .u- ) S- C 41 t 0 GU)C 4- =C - C - 00 1M >) 4JC C~-. rd). 0 .L4.( ) = .- toU CD =-.= - I-M. L D00 -4J 0 = cc r-.U (AOCU :1 M f C A (P;1 w4.1U 04- M 4JJ.14- VO U) u 4Ju rC- 41) 3 - I 9 4-"
U) C 0>04- U) W-CUE 0 '4) (AU M U)*-r- S-.C 3c = - 0.LO. o 0im U U 'a0 4) cc U)WM0. I- 4A G) US-1%- ed LLI0 cc =- ) > - *3: .Cee0 4 0 r- 4) - 39 . 4-.u C a)L . M=Q) wC OV D 5- 4S-. -)0 4J4J r- U) 4)> 4- :01v 4005a .C td00.4- 4- 00 00C=0 A tvc (Dn 0ZC r 4J0. 01=C 4)- .0 0 U = D I- L.ed r- 9L- 4- LU dO4.hq.0 r_ 4 4U 0- (A(Aca 4- fV4A.05&. V- -U)O r- V (- 5-0c 4- 0 c > r- L. 04- CA 410v 0V4-a CD .im C-u- MC= %.- U. 0 01CL LL. 4O O 3U)1. 0 -i- 4) 41 0 00CP>. M
4) .0 4J 4-b = 4-01 V *)- 4-)4- 9- 4.-) W CL +AuM - = r.- 4 C )4 U). I+- ".-0 M M > c 0C ed1 4J Ma)O-r- = rC- 0 M "aUI l- z.Q 4-).-(a3 VU;r- D d S S+a4 f-o M OC- 4 0 caI 00 C3: 4-3 =C 0 ee M L S.. . 04- L. 4-- f v 00)U(A0.Cu0 C -3 00( 4j 'a =U +a OU U 0 (D = r a)L.UIC4-u-P 4.)- U)C U). 4-) CDU4. U 1- 0 -r .-.-= a
Qo C4a ( r- 4 >1 p- -r- tC CS COL.O)W4- 41 P- CL -0.4- 0-.14-0Cb M.'u4 =-)~ 0 g-0 U)AU _jr0 4j Lw fA S e-V aC 4-1 -)~O >000100u 4J -a0- a) 04 0OC
(1) *4J .0 L. 0-.- - M = .C00w0 > 041 0 CC -4- UCOrd-n1 u9 J0 0 ) .3 . ~4 3C - 4- C U) -j( 3...J(A I-Z M)O
4- a0S-al0 0-=
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4) -r V- - 4- > (A 4.3 c 43.L 0)4 C L. M0n c W( 0 U) :0>0o0 4-0 0.44 a -.- -a ..- 1 X Vr--v---uig .0 00 -umU CA : 00co- C- W r--) m0 4c >W# - >s4u CO >,4 )c
(A 4 *= C L.%. V 04-3 "0 Ch=0 C 4- ma) 4 -0 ( o 1a d00 -r- 4- >s4 - 4 - *- 4 MMci . V- C cn tn0 '- 43 L 5C C U) w- MC)'5-'4>4-3 0 M cd % L.
-C 0 CA. M to $3. 3-- m =0 W 0 M oo-. 00 -
. - C-A U)0 o-%4-- =s .0 --- -- 1 --r- - '4-4-0 0o C00D 1- O50x O CA')r- I- (AU ) S.53 VU)r0 1 4)0 0ci U -4 CL .Eu -- 4-43 CLIMC0 f- 0 - '04-4.)4J C 0(. I4)0 a) W.- Q 4u - sV W) 0 ahdu CA 00-V430>4('1" 043) Au 4 -
--- :3 4>% 4- c r -. oU 0 7 - 4- c 4-k (n39W -v- ap 0>, 4-1430- 0- 0 4J VOv# ) W *s-0 - MM043W) 0 4J 4J- 43 A. U ).- =C-s- -C= L) W *CC s )--dCAVU) g.-0CA L J O Cjut v =4-0 os4 - cc t 0> 0) Cbj %- =). -1- = 0~ 00I,-tv'-A )- C (DC - 4C * ).-4 0 S.- 2 td S.. =400--4 4-00 to CD to.Zoo .0. CL4Ur ) 4-'-Cv 0 L- 4- rs- -3 = = ) hd4J 41 NI.U L. 0U)cCL *4O4 4) V) 4C-) =4JCLZ 0..s- E - 4 0 = c cc 0.N Vt 9 4J5- , 0 -= OU (A43. MUEu L.C :OLU ) c wU)--c-
4- = > 4- 4) =. 0 0 u c - CL= M I- (D4- 0 2r- 0 .. to 3c U(A s-0- 'a V .0 A 4- 1- u C C03 r.0 0C 4A r_ C4- > 432 rEto=0 -000 C 0-=W C ? - CU r-0. f-)- C to 5 00 4) 4 1 ( cu 41t 0 70L. 5- (.0S- -.i (A 4)-0u 0 -s-4 4J.C ) = z t .uz V) = ,- "rs-~Lu o L0.U. L) 4 i OE = ,-s-0-4- V) *UW)4-a04- -- r--: MC 0)4-1 V ylCA4- 0.0 41 t 3 3 F =u 4 ? Ws- = 00 cc - .. 00
goC 4Dc00r U, a- "aC4 00 43- -C C0 44U M 0OU)=CLcc=r- 4 gaLU CA 0 . .- edM aE' - CL = 4 r.S u 5- 41 s- .-.- 0-4-
oa. 4-in 0M 43 5. o Y 43- (D t 0)u00 L. 4JU (A w-V 4- r- s-0 > 4- 0) 3 L ._ ,0i .CC )0 NO *sE-~ a--3 0LL.C>
U)0 - =-
s.r.- 0.- 0 0.04 LLA M. (d 0J-4L)S D4 0 04 0 0. 0 0+.4) C.Lu M 39 m cO UUW)(A.- o rOC-.- da 004.0 0 s- -*C. ='a U 0) 04 4-rvCo- 4)=4)( -) 0 toCo.0wo,0 --. 4J W
IV S- r03 0 - 4-)1-- > U V) -u C mr.40Cq CDr01N. 0) 0 41 ev(A 4) 5-00's CAU) 0 ) 0-- -- 43) 4) r4 4- 4J (P C 4-'s-LL u 4- m U6- -s->%= 0>.0 4 )4 s--I4 4-E cW 4M_j% =~ = 5-U L. u C C M =4J CM -; 0u4- E 0 0 0 L.-1 0 43 %- C.- 0m 01~0 )> 0 4)0 *00001a 4-) a CoL.a
Q W (A M 4J r- 4** 4 -0"0 >-4 r_ (A. -- 0. .- 1- 4-U)M-I 4- 4)r 4 -0 C( r ) JL CA.C . 0O 4l-> 4lf CCC 3C C 0 U .0n s- OU) =3M4 0.0 U)O 4-4 a +) -r- . 4-* (A-4 -00 ccU')'aC -0~ U) U) 4-_- =- to-.-O m .n > - L) C 0 -0 (A*4-A"a4 oc'. L.s- d * - 0)s4r 4-) - ALI 0 41 4-.44. - 0 -4J- L6a4.) c 0PC U) to0 4-.0 (A0 (a0 *U C - U V)- 10-r 42c ~ 0U1 Ca 04 (AU U)O V0_;% C ) 4 4)0C0)*9s-> UO = - CDi 5=r- CD~0 5-=-r 0 e 0 4- .sI-e-% 4 5e- >C -
0 U)0 C .4 40. C(-A. U 4 30M - r 0). C a-- 0 4.- 4As.4 04L. 4- I . - C0)3 '.4 0 0C 41- 00 &A 4 05 s-0 u ) I 3C4 J0 .-z9- 4V) Z Nt ) 3C . C - (AU' CA 4L -005--- Zo)0 4 - ~-- -ao%4 :34 C 5-0 0i O IM .== r- 0 * -0-r -rUC - M4 D4 U 0
0 "-- "0 U)r - .-U) - = 5--V) e -r>-0 0)# U)0 4-r4 0 0) ) A - 00)0 4-*M c00. )4J( 00 L. -r- -1 M 94- m 0) S. -4 s0 4-CO > 43
4- -S -- - t- : .Cum "- 45- 0 :%'C 4-b 0 ChSo CL04 L -4-s -00 0 W4.s- 4to!% - 'C0 0u)Cx 4-~ 0- s - s CA 0 . . C0 - U _g ) 5-S (t) .,- Es- -4- COC > .s- 4)-' 0 . a 4)O- -->, 0 (D*s- .4)0 lamlu0u4J *0 C U)0- .-. ' m *.Cu r~ -
s- (A- S- s- y- .M- S*')U-a t ai .0 - 4.3 U) C - W. 43 CU U4- 0 u' 0 4A 0 -4W..J-C w o.-o 1 G) 4 ed-0a = 4.3 *s- C 0 Ccd4-%- 0Va4A .- ucaas U (A -. C'atv aL.t0( 05043a>. u. goa 00-0- W0 cO - 4 00-s-- d)414J U 4) r C-e- IM43.). '-" w WC im V 4C-a >%,aS4- L 0 CC 4a 0(A W UL. . O4- U 0 r- )-r 3> .4 N 5-0)S-W m 5L
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mm a)
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41 lar- C c w %u 0L & - 9= f . m =C%j = CM43 U43~~~e C6 L. W1 .- X 0 0-U -U C.S
3 4 V4)000 #A 40 0 3.- E )U )-cc-CL 0- CA. +1.0n J +- r - E- - 41 C..-m
I--S= - 04-) 43 C X 0%* S-41 :0>~ u4 I-1 .0 I .. w v.0u 0.n ~ 16 (D4 M 0 I 0
Eu 4-- E4-r- En = I (PwUUrUC44= - UC. fi-00- - )9- CO - -O I M C--nO-r 0 - Eu S-.wOS-4-(Dg E nW.0-- U0 4-3 W Ag u0 0. CA %cm -
10 "0rb4-- CA164.3-U (A1 .C 04.-- 0r_ r 00.- ~4) A M c CA u- o43 r.b0 u
CA cc M = UO-.U .CL 4) z :0 &- or (AU w -CIM3 9)e~ -- - A o5- )0 3c 4- .16b CU)CACU
LIW ~ U W V~4- ,-~b 33 t'E*-- 4 toU 0
0N CM) Eu- 09 - VU Eu C 0 0 un *-.4-301 0 4 - 1C r- >0 CLC 4- - to-4- =. 6
QW( En .o M3 4-4-- 90 0)X 1 0Eu 43En Vu W)=IIUCU -.3 4) L -CA M - ) 0uwu ca C.C04 L& Eu Ed r-- .J3:
WL ( . 4 4- O4-3 J1 0 r- a Mx I ) )t 4 -) (A cc~n cc a- ) L. (0- - 4-3 0 V 0r =c .W .0 b .4(A 41C CD
Z. -0 4) 1-im4a .0 0 *4J .N '4- CC 016cc0) *L EC)004-) --4-3 43C1CC- U) I-S- 5-..-..- -04)0mI - 1 4CU)E c3 vI L. 0 4- 0 0 X -= U 0. M 5 - 4.3 U(A- . 0) .0 d) 10 M (A- -0 C. 041 0) C En .-- = cc2c =- Eu D 4.3%.. E. = 4.3 =.. i. V) -C oCL. m wa -. - 4
CDCL :le U M -JCD E3c Q4-~ 4= +j tn -S- OO ..-- E(AC6d)a)0 = 4) 4J 0 U (A V)C u cc~E L. (0ef ) =C.0 *. S-CC %---- 00 U1)V) Eucc Eu.- 0j 00 4) (V W4- 0 -LA ) 4.3 0 = 4 =3n 0 ) 0 . -0.m 0) m 0 4)4 =-
Ce )r_ N cUM ) 4- U 0 u C--41 a CL I.-W) >1')04-)o ~4-Eu m o _ D"o JC 0.E0. 4- 4-)~ Eu.4.C 4-024- 0 4) (AE 4J DM r "0 = 4) U4-1 CL 14-C
0Eu0 0 U (A ) 04J - >u4.0 c).- I0.uU C c4 4-z D 4 dMe S-*- 0O En 4O.-) KO 0.0) 4A4a '0UgoCL c Cw rLLJS- C U 4 CA Eu r- 10 Eio a0 0 C = 4-) 4-) 0) (U I4JC 90
u 1 ' " -1 0 =- r_ -U ) c 4 (V F - Q)D _ C US- . 4 S - r- 0 0 c a)-Aw 4) -1 4) -En r O C"= 0 4- 4 0) W )G 0a 4-- - = 4 4 >
Lai-a " rE 010CA C00j S--=0 -4- L. (A > oo I d)4 u5.*L. o) M - ) - a -- a) 43C A 0- a) * .- u 1=u~4
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OS-aS-I. 41 > 4- U .. I c iu ".~- to0 IA0) , *-) -Cr- X M1S-0 *- M 5- Eu - r-Ea m U. +1.L. 4- 4-.- 4J 39 4-1(D4J = W 4- 010 e Eu . r'- U)) 0EZ 414-- "aC c(A 4J r- > ( " W O~0% 0 C m Ut L wX 0 =C- = 4E16u ZIA4) L. C 4Jr- C044-~ CD. -r-- 4-J 4) 4JEu t - 41 ) t0 e4- 4- 1 r. = I) 3 C 4-M -r- f-4 r- C0)A0 0 41 .s ai Eu 4-)3 E0 W4-A ) >
L. U -) >0 43) = IC $- =U u-a 2 E 4-0.IV 4J = Cr-C.--
a u Ng. 164.1 Eu Eu . C) m n J 0 U4J6 0.(A 1L1 . CL 4au )4 .0.- C U) 0 4- 4.2v cEgo 0EU).4- I I.-a 0 IV r-03. O O 0J u-I- >LCLu W= 4O
4-A CO- 00 M)> 404 0 0. 0C. w 0..C 0.< r-- L3uuu- D .. 4 E U C = N.'u C0 4)4 WO A:%
4304 4-) =. -. 00 44E CU CT 4J C443uc
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S U4s- 3L ) C "a L- '11 o lj 3 0 (A a) I-r-C0. ~ U =0 -r LEUwOdo cc CL4I
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4J f - M = -) M -) D 4 4 U - C 4 ) a L. 40U-w-w- U)4 -- 04 (A4k41s id)1. V-u +j4 cm)4 f-~ 4-U)9- WUU 4) o 3 t w = mU1rCOE U4 UVU 044U) 4- 3-U (A 0) r- u2 -u a co0 LUJ410 U M1 (AZ - %
4- r- ME-41 QrWEU45-4) A( . 41U40W)- U )041 0 U) W .um -4 0U0.CU4J W G) 4 ) 00 414-(A)U. r- 4) M= )0 Pa *w % 041 0- U.4E 4-34J CO D .') f0u)LC1041 (AMMU 10V r (Ato r- ( 2-M +bc 00 - -r-uI CLu-1. 050 - 1 u 41Uu(A-$-uCL -J0 ) a Ucn4
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CORRESPONDENCE DISTRIBUTION COVERSHEET
Author Addressee Correspondence No.
J. 0. Bauer, RL P. T. Day, EPA Incoming 9303066R. E. Lerch, WHC 0. B. Jansen, Ecology Xref 9352552D g~(G. C. Evans, WHC)
subject- RESPONSE TO THE LOW-LEVEL BURIAL GROUNDS DANGEROUS WASTE PERMITAPPLICATION, REVISION 0, NOTICE OF DEFICIENCY (TSD: D-2-9)
* Legal boundaries expanded to include toe of RCRAcompliant cover and maintenance roads
5. GENERAL TOPICS
* Discussion of transuranic waste retrievaldemonstration activities
0 Act ion Items- Past Action Items- New Action Items
0 Schedule Next Meeting Date- Tentative Dates- Proposed Topics
Page 4 of 24 of D194030821
PF
Attachment 2
LOW LEVEL BURIAL GROUNDSUnit Managers Meeting
Federal Building, Room 784BRichland, Washington
May 12, 19931:00 p.m. - 2:00 p.m.
Summnary of Discussion and Commitments/Agreements
1. PREVIOUS MEETING MINUTES
Mr. R. Cordts (Ecology) brought the RL and WHC approved meetingminutes for the October 26, 1992 and March 2, 1993 unit managersmeeting to this meeting. Mr. Cordts approved and signed theseminutes for Ecology. Mr. 0. Duncan (EPA), Ms. B. Broomfield(WHC), and Ms. S. Price (WHC) indicated the meeting minutes forthe April 14, 1993 meeting were satisfactory. Representatives ofRL, WHC, and Ecology signed the April 14, 1993 minutes with theagreement that these minutes would be sent to EPA for signature.
2. PROGRAM STATUS
Mr. Cordts said that he was not yet ready to send a letter toapprove the design of the Project W-025 lined ench becauseEcology was still reviewing the April 9 , 19&fit ice of Deficiency(NOD) Response Table. Mr. G. Evans (WHC) said that WHC isrevising some of the design documents based on the April 9, 1993NOD Table. The Definitive Design Drawings, ConstructionSpecifications, Acceptance Test Procedure, and ConstructionQuality Assurance Plan will be revised by June 1, 1993. Mr. Evanssaid that WHC is planning to begin construction of W-025 based onthe schedule that had been discussed in previous meetings.Ms. Price asked Mr. Cordts if he would need any more documentationbefore approval could be given. Ms. Price expressed concernregarding the schedule. Mr. Cordts acknowledged WHC's concern,and indicated that completing this review was a top priorityunless he received additional assignments. Mr. Duncan asked ifMr. Cordts had reviewed the list of design documents that wereattached to the April 14, 1993 unit managers meeting minutes.Mr. Cordts said that he had not finished his review.
3. PERMIT APPLICATION STATUS
Mr. Evans stated that he did not think the permit applicationstatus had changed. The permit application is waiting onresolution of NOD comments and issuing the Hanford Facility Permitso the Low Level Burial Grounds (LLBG) permit application could berevised and later attached to the Hanford Facility Permit.
Page 5 of 24 of D194030821
4. RCRA TOPICS
Mr. Cordts said that he had almost completed reviewing theNOD Response Table and that he had not found any majorproblems.
* Mr. Evans introduced a new topic, the potential expansion ofLLBG to accept remediation wastes. Mr. Evans explained thatWHC was considering putting remediation waste in the W-025lined trench. The quantity of waste scheduled for disposalis such that, if the new Corrective Action Management Unit(CAMU) area is not approved, there might be an advantage toexpanding the LLBG rather than providing a new set ofdocumentation for the CAMU area. Mr. Evans inquired if thisalternative was being discussed within Ecology or EPA.Mr. Cordts stated that Ecology was discussing expanding theLLBG. Mr. Duncan said that this was the first that he hadheard of this approach. Mr. Duncan also stated he knew thatCANU was being discussed for disposal of remediation waste,but that he was not aware of discussions to expand the LLBG.
Mr. Evans went on to explain that the LLBG could be expanded toinclude an additional four square mile area as a new wastemanagement area. This approach would automatically extend theprocedures and other parts of the LLBG permit application to thenew area. However, at the present time WHC is proceeding with thecreation of independent documentation to establish a completelyunique area.
* Mr. Evans introduced a new topic for the agenda, which wasto discuss the impact of defining the legal boundaries ofthe LLBG such that they would include the area necessary forthe toe of the RCRA compliant cover, the drainage system,and the maintenance roads. (A list of the impacted unitswas projected on the TV screen and included with the meetingminutes as Attachment 5.) The proposed boundaries are shownin the LLBG permit application, but they are plotted on ascaled (1:2000) topographic map, which was to be shown toMr. Cordts following this meeting. The list of impactedareas is based on the new topographic maps.
Mr. Evans brought this topic up for discussion because of anaction item to revise the closure schedule for the LLBG.Mr. Evans stated that closing streets and railroads will impactthe operation of the 200 East Area and the 200 West Area;therefore those impacts should be considered in WHC's closureschedule to acconmmodate the CERCLA cleanup activities, coalsupplies to the power plants, operation of HWVP, etc.
For example, the cover for the 218-W-4B burial ground would coverpart of 218-W-2 burial ground, which is a CERCLA site. Mr. Evansstated that in looking at the maps that the obvious solution wouldbe to extend the cover of 218-W-4C north to cover 218-W-3A. Thiswould be a continuous cover with drainage to the sides and not on
Page 6 of 24 of D194030821
to adjacent burial grounds. Mr. Evans stated that he believedwork should start on these interfaces now as part of revising theLLBG closure plan.
Mr. Duncan asked if this interface had been discussed with thepeople managing CERCLA. Mr. Evans said that he had met with theCERCLA people yesterday. The CERCLA people are reviewing theirRI/FS reports where this interface is mentioned as something whichneeds to be resolved. Mr. Evans stated that the CERCLA people hadpromised to provide him with a paragraph to include in the LLBGpermit application which will reference the appropriate RI/FS.
Mr. Evans stated that he wants to mark the boundaries of the LLBGon the ground because the adjoining unit managers need to know thelocation of the boundaries. The LLBG forms the northern boundaryof HWVP and WRAP. The unit managers for HWVP and WRAP are lookingat the adjoining land as usable space.
5. GENERAL TOPICS
Ms. Broomfield introduced Mr. J. Demiter (WHC), who gave apresentation on the Demonstration Activities for Transuranic (TRU)Waste Retrieval. The view graphs (Attachment 6) were shown on theTV screen. This demonstration is the first Pilot Program toretrieve a sample of TRU waste. This will be the first look atthe waste at five sites. WHC will be examining containerdeterioration and confirming the accuracy of the recorded wastedescription. A training video recording was shown, which was alsoviewed by Mr. Duncan. The video showed the drum retrievalprocess. There were no comments or concerns expressed by eitherEPA or Ecology.
The past action items were reviewed as follows:
10-26-92:1 OPEN. Ecology is reviewing NOD response table.
03-02-93:1 CLOSED. All approval signatures are obtained.
03-02-93:2 OPEN. WHC is gathering information on which to basea revised schedule.
03-02-93:3 OPEN. Ecology is concerned about the NEPA process.A public notification may be necessary beforethe letter is sent.
03-02-93:4 CLOSED. Ecology sent the letter to Ms. C. Massimino(EPA) on April 28, 1993. Mr. Duncanrequested that a fax copy be sent to him.
03-02-93:5 OPEN. Ecology is waiting on more design informationfrom WHC.
There were no new action items.
Page 7 of 24 of D194030821
The tentative date for the next meeting was set for 10 a.m.on June 17, 1993. Later this date was changed to 10 a.m. onJune 9, 1993. The meeting will be held in Richland and inSeattle by videoconference.
Ms. Price suggested the topic of CAMU implementation be discussedat the next unit managers meeting.
Page 8 of 24 of D194030821
Attachment 3
LOW LEVEL BURIAL GROUNDUnit Managers Meeting
Federal Building, Room 784B (Videoconference)Richl and, Washington
10-26-92:1 Provide letter indicating that Ecology agrees that thedefinitive design package for the mixed waste trench to bebuilt in Burial Ground 218-W-5 (Project W-025) is completeand acceptable for construction. Action by Ecology isneeded by September 1993 to have time to prepare bid packagefor scheduled construction in Spring of 1994.
OPEN
03-02-93:1 Prepare UMM minutes for 10-26-92 by 4-7-93.ACTION: S. Lijek (MACTEC) and G. Evans (WHC)
CLOSED (4-14-93).
03-02-93:2 Prepare letter to Ecology by 4-23-93 that describesrevisions to Figure 11-8 "Schedule for Closure of LLBG" thatis in the permit application.ACTION: B. Broomfield/G. Evans (WHC)
OPEN
03-02-93:3 Send letter to RL indicating that the "Request for Exemptionfrom Lined Trench Requirements and from Land DisposalRestrictions for Residual Liquid at 218-E-12B Burial GroundTrench 94" is approved. Action by Ecology as soon aspossible so proposed demonstration project can begin.
OPEN
03-02-93:4 Send letter to EPA, Region 10, stating that the groundwatermonitoring program for Burial Ground 218-E-12B meets RCRArequirements. Action by Ecology as soon as possible soproposed demonstration project can begin.
218-W-5 Dayton Avenue218-W-3A 27th Street218-W-3AE Railroad to T-Plant, Steam Plant, Z-Plant,218-W-6 218-W-4C, Redox, etc.
Electric power lineWaste Receiving and Processing facility218-W-3 Burial Ground218-W-2A Burial Ground218-W-1A Burial Ground216-T-4-2 Ditch
The legal boundaries of the LLBG are defined as 25 meters outside the concreteposts that identify the ends of burial trenches to include the 4:1 slope ofthe RCRA compliant covers, drainage ditches and maintenance roads.
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Page I. of 24 of D194030821
Distribution:
B. A. Austin WHC B2-35J. 0. Bauer RI A5-15R. C. Bowman WHC H6-24B. J. Broomifield WHC N3-13R. C. Brunke WHC H6-23R. M. Carosino RI A4-52C. E. Clark RI A5-15R. E. Cordts EcologyA. K. Crowell RI R3-81D. L. Duncan EPA HW-106E. G. Erpenbeck WHC G6-47G. C. Evans WHC H6-23R. M. Gordon RL A6-55R. F. Guercia RL A5-21M. ~Jaraysi EcologyG. H. Landeen WHC H6-23S. J. Lijek MACTEC A4-35P. J. Mackey WHC B3-15M. M. McCarthy WHC N3-13R. D. Pierce WHC N3-13B. E. Poremba WHC T4-03B. B. Powell WHC T4-03S. M. Price WHC H6-23H. T. Tilden 11 PNL P7-68
The undersigned indicate by their signatures that these meetingminutes reflect the actual occurrences of the above dated UnitManagers Meeting.
____(- _ _______ _______ Date:- 3Clifford E. Cla'rk, Unit Manager, RL(Represented by R. C. Bowman, WHC)
______R___________itV Date: -7/..Daniel L. Duncatti\'RCRA Program Manager, EPA Region 10
4RZiA %r Date: 7 c)Robert E. Cordts,\-Unit Manager, Washington State Department of Ecology
Low Level Burial Grounds, WHC Concurrence
Date: -F,7iha D., Perce,',, ntrac o Represnaie WH
Purpose: Discuss Permitting Process
Meeting Minutes are attached. The minutes are comprised of the following:Attachment I - AgendaAttachment 2 - Summary of Discussion and Comm itment s/Ag reement sAttachment 3 - Attendance ListAttachment 4 - Action Items
Mr. D. Duncan (EPA) and Mr. B. Cordts (Ecology) agreed that themeeting minutes for the 5-12-93 meeting were satisfactory.Mr. Cordts and Ms. B. Broomfield (WHC) signed the meeting minutestoday (6-14-93). Mr. Duncan authorized Mr. Evans (WHC) to signfor him via the videoconference. After this meeting, the 5-12-93meeting minutes will delivered to Ms. S. Price (WHC) forsignature.
2. PROGRAM STATUS
Status of Design and Construction Schedule
Mr. Evans reported that WHC was ready to start construction onProject W-025 and is waiting for a letter from Ecology (actionitem 10-26-92:1). Mr. Evans then inquired about the status of theletter from Ecology. Mr. Cordts replied that he had one documentremaining for review and he needed to complete a final evaluationof the Notice of Deficiency (NOD) responses related to theconstruction documents. Mr. Cordts stated that he hoped to havethese reviews completed by the end of June 1993.
Mr. E. Erpenbeck (WHC) stated that WHC was going out for bid onProject W-025 on June 22, 1993. Mr. Evans requested that Ecologycontact Mr. Erpenbeck if there were any problems impacting thebid. Mr. Duncan inquired about how long the bidding process took,and Mr. Erpenbeck replied that WHC did not expect to award thecontract before the end of August 1993. Mr. Duncan asked forclarification regarding the start of construction, andMr. Erpenbeck responded that digging would not begin before theend of August 1993. Mr. Duncan then inquired if WHC needed theletter from Ecology before WHC could go out for bid, andMr. Erpenbeck replied they did not, but would like to haveEcology's concurrence. Mr. Erpenbeck explained that theLow-Level Burial Grounds (LLBG) is under interim status and couldstart construction without concurrence. Mr. Evans stated hethought it was RL policy not to start construction withoutEcology's concurrence; however, he could verify that withMr. C. Clark (RL).
Page 5 of 9 of D194030417
3. PERMIT APPLICATION STATUS
Mr. Evans stated he did not think the status of the permitapplication had changed. The permit application is waiting onresolution of NOD comments and issuance of the Hanford FacilityPermit. At that time the LLBG permit application can be revisedand later incorporated as a modification to the Hanford FacilityPermit.
4. RCRA TOPICS
Discussion of 4-9-93 NOD Response Table
Mr. Evans asked Mr. Cordts if he was about to send a completeresponse to the NOD Response Table. Mr. Cordts replied that hewas only prepared to respond to the construction-related NODs.Mr. Cordts stated that the other NOD responses would accompanysome of the NODs that Ecology deferred to the next cycle.Mr. Cordts did not think the response would have to wait forissuance of the Hanford Facility Permit, which is not expecteduntil the end of 1993. Mr. Duncan added that the remaining issuesregarding the waste analysis plan in the Hanford Facility Permitshould be resolved by the end of August 1993, and that the permitmight go out for public comment by the late fall 1993 time frame.
5. GENERAL TOPICS
Action Items
The past action items were reviewed as follows (see Attachment 4for description):
10-26-92:1 OPEN. Ecology is reviewing the NOD response table.Mr. Cordts said that he would like to send the letterregarding the Project W-025 design by the end of June1993.
03-02-93:2 OPEN. WHC is still gathering infornation on which tobase a revised schedule.
03-02-93:3 OPEN. Mr. Cordts said that he was not sure of thestatus of this letter, but he thought thatMr. J. Witczak (Ecology) was planning to notify thepublic prior to issuing the letter. Mr. Duncan askedif Mr. Cordts knew the schedule for notifying thepublic. Mr. Cordts replied that the final decisionhad not been made, but that public notice could bedone "pretty promptly" with a 15-day comment period.At present, there is no schedule for issuing thepublic notice. Mr. Cordts said that Ecology was notexpecting a public meeting to be requested.Mr. Duncan asked if EPA had any further actionregarding the exemption request. Mr. Evans repliedthat EPA had no action at present, but that after the
Page 6of 9 of D194030417
request is granted RI would need a letter or someother record which states that the requirements of theToxic Substances Control Act (TSCA) complianceagreement (see action item 06-14-93:1) have been metand that the submarine reactor compartments (SRC) canbe backfilled. The requirements of the complianceagreement were met via a letter from Ecology to EPAstating that RCRA groundwater requirements have beensatisfied as required by the compliance agreement.Therefore EPA is in position to notify RI that theTSCA requirements are satisfied and the SRC can bebackfilled.
Mr. Duncan suggested that Mr. Evans contactMs. C. Massimino (EPA) to determine the status of thenotification. Mr. Evans said he was not sure whatform the notification should be, and that he will needlegal advice because of the compliance agreement.Mr. Duncan asked how specific the compliance agreementwas, and Mr. Evans replied that it was very specificregarding the groundwater monitoring program beingsatisfied by RCRA requirements, and that the SRC couldbe backfilled after the permit was issued for theLLBG. Mr. Duncan asked if RL was going to send EPA aletter, and Mr. Evans replied that the letter fromEcology to EPA saying that the groundwater monitoringprogram satisfies the RCRA requirements had alreadybeen sent and that now the action was EPA's. EPAneeds to notify RL that the intent of the complianceagreement has been satisfied before the permit isissued, based on the Ecology statement that the RCRArequirements have been satisfied, and therefore theSRC can be backfilled before the LLBG permit isissued. Mr. Duncan suggested that an action item betaken to discuss how to modify the TSCA complianceagreement at the next unit managers meeting, and thatMr. Evans ask WHC general counsel to discuss this withEPA general counsel (Dean Ingmansen (206) 553-1744).
03-02-93:5 OPEN. Mr. Evans asked if Ecology had received anymore information regarding the K-3 filters, andMr. Cordts said he had not. Mr. Duncan askedMr. Cordts to inquire if Mr. Witczak had receivedEPA's comments on the K-3 filter letter, and Mr.Cordts indicated that he would.
New Action Items
06-14-93:1 Determine the appropriate method to modify the"Compliance Agreement Between United States Departmentof Energy Richland Operations Office Richland,Washington and the Environmental Protection AgencyRegion 10, Seattle, Washington" regarding ToxicSubstance Control Act regulation of polychlorinated
Page 7 of 9 of D194030417
biphenyl disposal in trench 94 of burial ground218-E-12B to approve the backfilling of the submarinereactor compartments prior to issuing the permit forthe LLBG.
Schedule Next Meeting Date
The tentative date for the next meeting was set for 2:30 p.m. to3:00 p.m .on July 22, 1993. The meeting will be held in Richlandand in Seattle by videoconference.
10-26-92:1 Provide letter indicating that Ecology agrees that thedefinitive design package for the mixed waste trench to bebuilt in Burial Ground 218-W-5 (Project W-025) is completeand acceptable for construction. Action by Ecology isneeded by September 1993 to have time to prepare bid packagefor scheduled construction in Spring of 1994.
OPEN
03-02-93:2 Prepare letter to Ecology by 4-23-93 that describesrevisions to Figure 11-8 "Schedule for Closure of LLBG" thatis in the permit application.ACTION: B. Broomfield/G. Evans (WHC)
OPEN
03-02-93:3 Send letter to RL indicating that the "Request for Exemptionfrom Lined Trench Requirements and from Land DisposalRestrictions for Residual Liquid at 218-E-12B Burial GroundTrench 94w' is approved. Action by Ecology as soon aspossible so proposed demonstration project can begin.
OPEN
03-02-93:5 Send letter responding to RL's notification of intent todispose of K-3 Filters in the LLBG. Action by Ecology.
OPEN
06-14-93:1 Determine the appropriate method to modify the "ComplianceAgreement Between United States Department of EnergyRichland Operations Office Richland, Washington and theEnvironmental Protection Agency Region 10, Seattle,Washington" regarding Toxic Substance Control Act regulationof polychlorinated biphenyl disposal in trench 94 of burialground 218-E-12B to approve the backfilling of the submarinereactor compartments prior to issuing the permit for theLLBG.
Page of 9 of D194030417
Distribution:
B. A. Austin WHC B2-35R. C. Bowman WHC H6-24B. J. Broomfield WHC N3-13R. C. Brunke WHC H6-23R. M. Carosino RL A4-52C. E. Clark RI A5-15R. E. Cordts EcologyA. K. Crowell RI R3-81D. L. Duncan EPA HW-1060. Dunning ODOFE. G. Erpenbeck WHC G6-47G. C. Evans WHC H16-23R. M. Gordon RI A6-55R. F. Guercia RI A5-21M. Jaraysi EcologyG. H. Landeen WHC H6-23P. J. Mackey WHC 83-15M. M. McCarthy WHC N3-13R. D. Pierce WHC N3-13B. E. Poremba WHC T4-030. B. Powell WHC T4-03D. A. Pratt WHC T4-03S. M. Price WHC H6-23H. T. Tilden 11 PNL P7-68
Meeting Minutes are attached. The minutes are comprised of the following:Attachment 1 -AgendaAttachment 2 -Summary of Discussion and Commitments/AgreementsAttachment 3 -Attendance ListAttachment 4 -Action Items
Summary of Discussion and Conmmitments/Agreemnents
1. PREVIOUS MEETING MINUTES
Mr. 0. Duncan (EPA) and Mr. B. Cordts (Ecology) agreed that themeeting minutes for the June 14, 1993 meeting were satisfactory.Mr. R. Bowman (WHC) signed the meeting minutes (7-22-93).Mr. Duncan and Mr. Cordts authorized Mr. Bowman to sign for themvia the videoconference. After this meeting, the June 14, 1993meeting minutes will be delivered to Ms. S. Price (WHC) forsignature.
2. PROGRAM STATUS
Status of Design and Construction Schedule
Mr. Bowman reported that he understood the design package was tobe sent out for the construction bid on June 22, 1993. Inaddition, Mr. Bowman stated that Mr. E. Erpenbeck (WHC) andMr. G. Evans (WHC) were in Los Alamos for a technical exchangeregarding the burial grounds design, and therefore currentinformation was limited.
3. PERMIT APPLICATION STATUS
Mr. Bowman stated his group was in the process of revising theburial grounds permit application, but wanted to be sure that theNODs submitted in April 1993 were acceptable to both Ecology andEPA. Mr. Bowman also indicated revisions were being made with theknowledge that there could be changes due to input from EPA andEcology.
Mr. Cordts did not have an update regarding Ecology's response tothe NODs, but stated that some of the burial grounds items aretied into the Hanford Facility permit. In response, Mr. Duncanasked Mr. Bowman if Ms. Price had spoken to him about the HanfordFacility Permit. Mr. Bowman acknowledged a brief discussionconcerning the schedule of September 15, 1993. Mr. Duncanresponded that the EPA would be setting up a meeting in earlyAugust 1993 to discuss facility-wide issues and that some of theburial grounds issues could be addressed at that time.
Page 5 of 8 of D194030822
4. RCRA TOPICS
Discussion of 4-9-93 NOD Response Table
Ms. B. Broomfield (WHC) asked if EPA would respond to the latestNODs sometime after the August 1993 meeting. fMr. Duncan repliedthat the August 1993 meeting would impact and possibly resolvesome of the issues raised in the NODs for the LLBG.
5. GENERAL TOPICS
* Action Items
The past action items (Attachment 4) were reviewed as follows:
10-26-92:1 OPEN. Ecology intends to send a letter early nextweek stating its agreement with the design.Mr. Cordts has one point of concern to discuss withMr. M. Jaraysi (Ecology), but it should be resolved intime to send the letter out.
03-02-93:2 OPEN. WHC has suggested a letter for RI to submit toEcology regarding revisions to Figure 11-8 "Schedulefor Closure of LLBG" of the Low-Level Burial GroundsDangerous Waste Permit Application. Ms. Broonmfieldindicated a discussion with an RI representativeregarding the letter was to be held during thismeeting; however, the RI representative was notpresent, and Mr. Bowman deferred further discussionuntil the next meeting.
03-02-93:3 OPEN. Mr. Bowman indicated there was no one from RIor Westinghouse prepared to discuss this item anddeferred it to the next meeting.
03-02-93:5 OPEN. Ecology had the action to respond to the letterWHC sent requesting concurrence with putting K-3filters in the ground. Mr. Cordts stated he neededassistance with this action. Mr. Duncan statedMr. J. Witczak (Ecology) was following the item andwould have the information on it.
06-14-93:1 OPEN. TSCA item to determine the appropriate methodsto modify the compliance agreement on trench 94.Mr. Duncan stated that Mr. Evans was going to lookinto it, and Mr. Bowman deferred discussion on thisitem until the next meeting when Mr. Evans would bepresent.
New Action Items
No new action items were discussed.
Page'8 of 8 of D194030822
Schedule Next Meeting Date
The date for the next meeting was set for 2:00 pm to 2:30 pm onAugust 24, 1993. The meeting will be held in Richland and inSeattle by videoconference.
10-26-92:1 Provide letter indicating that Ecology agrees that thedefinitive design package for the mixed waste trench to bebuilt in Burial Ground 218-W-5 (Project W-025) is completeand acceptable for construction. Action by Ecology isneeded by September 1993 to have time to prepare bid packagefor scheduled construction in Spring of 1994.
OPEN
03-02-93:2 Prepare letter to Ecology by 4-23-93 that describesrevisions to Figure 11-8 "Schedule for Closure of LLBG" thatis in the permit application.ACTION: B. Broomfield/G. Evans (WHC)
OPEN
03-02-93:3 Send letter to RI indicating that the "Request for Exemptionfrom Lined Trench Requirements and from Land DisposalRestrictions for Residual Liquid at 218-E-12B Burial GroundTrench 94" is approved. Action by Ecology as soon aspossible so proposed demonstration project can begin.
OPEN
03-02-93:5 Send letter responding to RI's notification of intent todispose of K-3 Filters in the LLBG. Action by Ecology.
OPEN
06-14-93:1 Determine the appropriate method to modify the "ComplianceAgreement Between United States Department of EnergyRichland Operations Office Richland Washington and theEnvironmental Protection Agency Region 10, Seattle,Washington" regarding Toxic Substance Control Act regulationof polychlorinated biphenyl disposal in trench 94 of burialground 218-E-12B to approve the backfilling of the submarinereactor compartments prior to issuing the permit for theLLBG.
Page 1 of 8 of D194030822
Distri bution:
B. A. Austin WHC B2-35R. C. Bowman WHC H6-24B. J. Broomfield WHC N3-13R. C. Brunke WHC H6-23R. M. Carosino RL A4-52C. E. Clark RL A5-15R. E. Cordts EcologyA. K. Crowell RI R3-81D. L. Duncan EPA HW-1060. Dunning ODOEE. G. Erpenbeck WHC G6-47G. C. Evans WHC H6-23R. M. Gordon RL A6-55R. F. Guercia RI A5-21M. Jaraysi EcologyG. H. Landeen WHC H6-23P. J. Mackey WHC B3-15M. M. McCarthy WHC N3-13R. 0. Pierce WHC N3-13B. E. Poremba WHC T4-03D. B. Powell WHC T4-03D. A. Pratt WHC T4-03S. M. Price WHC H6-23H. T. Tilden 11 PNL P7-68
Washington State Department of Ecology Nuclear and Mixed Waste Library,P.O. Box 47600, Olympia, Washington 98504-7600
Environmental Protection Agency Region 10, Seattle, Washington 98101, MailStop HW-106
Please send comments on distribution list to Kathy Knox, WHC (H6-24),(509) 372-3596.
~* rA ~KIncoming 9306307
STATE ()r WASHINGTON
DEPARTMENT OF ECOLOGYM~ul Slop PV- I I * C )vrpid. WMishingron W515044C7II ((X) 4i)()-6(XX)i
July 28, 1993
Mr. Cliff ClarkLow-Level Burial Grounids Unit managerDepartment of EnergyPO [Box 550
-J Richland, WA 99352
Dear Mr. Clark:
7.Re: Project W-025. Radioactive Mixed Waste Land Disposal Facility, Non-Drag-- Off", Low-Level lBUrial G rounds Dangerous Waste Permit Application--Intent.
to Construct.
The Notice of Deficiencies (NOD) response table for the Low-Level Burial GroundsDangerous Waste Permit Application is Currently under review by Ecology. There are a fewunresolved NOD's from within SUpplement 2 (the Design Documents) however, there appearto be no technical design inadequacies in the current documents. Therefore, as amendedthese will be included in the documents which will be carried forward for final administrativeprocessing, including public scrutiny, for the Part B Permit for the Low-Level BurialGrounds.
As you know, under interim status, you have the capability to proceed with this construction.Should the public hearing process for the Part B Permit bring to light necessary changes inthe disposal unit, you will be re'sponsible for those changes. You are requested to keep theEcology field office (Moses Jaraysi) and myself informed on a weekly basis of' yourconstruction schedules and progre~ss. Should you have any questions, please contact me at(206) 459-6863.
Sincerely,
RL~E. Cordts 229Low-Level Burial Grounds Unit Nlanatier iNuclear and Mixed Waste Mana-enient Z
REC:jr(
cc: D an D u n ca n , E P A V I tL~Sue Price, WI-C
1
CORRESPONDENCE DISTRIBUTION COVERSHEET
Author Addressee Correspondence No.
R. E. Cordts, Ecology C. E. Clark, RI Incoming 9306307
subject: PROJECT W-025, RADIOACTIVE MIXED WASTE LAND DISPOSAL FACILITY,NON-DRAG-OFF, LOW-LEVEL BURIAL GROUNDS DANGEROUS WASTE PERM~ITAPPLICATION--INTENT TO CONSTRUCT
The undersigned indicate by their signatures that these meetingminutes reflect the actual occurrences of the above dated UnitManagers' Meeting.
~C ~4jY~ ~()w-Date:-G10T9Clifford E. C1 k, Unit Manager, RL(Represented by~R C. Bowman, WHC)
f~&AJ.~N. jro T 4tt-c v- Date: It)/?~Daniel L. Duncan\ RCRA Pogram Manager, EPA-Region 10
r - \Q C D Date: [,I JIRobert E.CrtUitMngr ahington State Department of Ecol1ogy
Low Level Burial Grounds, WHC Concurrence
Date: /C"/Z- -Ri 0ard D.ierc Con ractor Representative, WHC(Re resente by rbara Broomfield, WHC)
Purpose: Discuss Permitting Process
Meeting Minutes are attached. The minutes are comprised of the following:Attachment 1 - AgendaAttachment 2 - Summary of Discussion and Comitments/AgreementsAttachment 3 - Attendance ListAttachment 4 - Action Items
Page 2 of 9 of D194031090
Distribution:
B. A. Austin WHC B2-35J. K. Bartz MACTC A4-35R. C. Bowman WHC H6-24B. J. Broomfield WHC N3-13R. C. Brunke WHC H6-23R. M. CaroSirio RL A4-52C. E. Clark RL A5-15R. E. Cordts EcologyA. K. Crowell RL R3-81D. L. Duncan EPA HW-106D. Dunning ODOEE. G. Erpenbeck WHC G6-47G. C. Evans WHC H6-23R. N. Gordon RI A6-55R. F. Guercia RL A5-21M. Jaraysi EcologyG. H. Landeen WHC H6-23P. J. Mackey WHC B3-15M. M. McCarthy WHC N3-13R. D. Pierce WHC N3-13B. E. Poremba WHC T4-03D. B. Powell WHC 174-03D. A. Pratt WHC T4-03S. M. Price WHC H6-23H. T. Tilden II PNL P7-68
Mr. D. Duncan (EPA) and Mr. B. Cordts (Ecology) agreed that themeeting minutes for the July 22, 1993 meeting were satisfactory.Mr. R. Bowman (WIIC signed the meeting minutes (8-24-93).Mr. Duncan and Mr. Cordts authorized Mr. Bowman to sign for themvia the videoconference. After this meeting, the July 22, 1993meeting minutes will be delivered to Ms. S. Price (WHC) forsignature.
2. PROGRAM STATUS
Status of Design and Construction Schedule
Mr. Bowman reported that he understood the contractor forconstruction of W-025 was let to Delhur Industries on August 18,1993. Mr. Cordts inquired about a preconstruction meeting plannedfor August 25, 1993, and Mr. J. Hensley (Ecology) informedMr. Cordts the meeting would be taking place.
3. PERMIT APPLICATION STATUS
Mr. Bowman stated that to his knowledge the status of the permitapplication had not changed and it was still in the fourth NODcycle.
4. RCRA TOPICS
* Discussion of 4-9-93 NOD Response Table
Mr. Evans stated he had received a letter from Mr. Cordtsindicating the technical aspects of the design were adequate.Mr. Evans therefore assumed some of the NOD response tableresponses could be approved in the next round. Mr. Evans alsostated there were 47 outstanding NODs, most of which were relatedto design.
Mr. Cordts replied that he did not think there would be much of aproblem with approval and that he was waiting to see how thesitewide permit was going to read. Mr. Cordts indicated that moreresponses could be approved based on the sitewide permit.
Page 5 of 9 of D194031090
Mr. Duncan suggested that Mr. Cordts check with Mr. J. Wltczak(Ecology) on the sitewide issues. Mr. Duncan Indicated many ofthe issues had been clarified. Mr. Duncan also stated he did notthink there would be much change in the current revised draft, andthat Mr. Witczak could assist in closing out several of the NODcomments.
Mr. Cordts agreed. However, he stated he would rather wait toclose out the remaining NOD conmments on the LLBG permitapplication until the public comment period for the HanfordFacility permit application ended and it was closer to the timethe permit is issued. Mr. Duncan indicated that would probably bein January or February of 1994. Mr. Cordts concurred.
Mr. Evans observed in his review of the Hanford Facility permitthat the primary issues that remained open in the LLBG permitapplication are not addressed in the Hanford Facility permit, suchas the existing portion of the burial ground. Mr. Evans alsothought that the issue on the engineering change notices (ECN) wasprobably closed. Mr. Duncan indicated that EPA was very close toagreement on the ECH issue. Mr. Evans speculated that a schedulefor another round of NODs to get closed out would be sometime inOctober 1993. Mr. Cordts concurred.
5. GENERAL TOPICS
Action Items
The past action items (Attachment 4) were reviewed as follows:
10-26-92:1 CLOSED. Provide a letter indicating the designpackage is adequate (Attachment 5).
03-02-93:2 OPEN. WHC generated a letter for RL to submit toEcology regarding revisions to Figure 11-8 "Schedulefor Closure of LLBG" of the Low-Level Burial GroundsDangerous Waste Permit Application and RI had it inreview.
03-02-93:3 OPEN. Ecology had the action to send a letter to RIindicating that the *Request for Exemption from LinedTrench Requirements and from Land DisposalRestrictions for Residual Liquid at 218-E-12 BurialGround Trench 94" was approved. Mr. Duncan understoodthat a draft letter was given to Mr. Witczak atEcology last week. Neither Mr. Evans nor Mr. Cordtshad seen it to date.
03-02-93:5 OPEN. Ecology had the action to respond to the letterWHC sent requesting concurrence with putting K-3filters in the ground. Mr. Cordts indicated thatthere were others taking action on the response. Mr.Cordts wanted to know if the switch out had been made.Mr. Evans stated it had not been put in the ground yet
Page 6 of 9 of D194031090
but the plan was to proceed with operations next week.Therefore, he believed the plan was to continueactivities without the letter.
06-14-93:1 OPEN. TSCA item to determine the appropriate methodsto modify the compliance agreement on trench 94 forPCBs. Mr. Evans stated he did not think that it wasgoing to be a necessary item but would not know untilthe letter to the navy is sent to Ecology and iscleared.
* New Action Item
No new action items were discussed.
0 Schedule Next Meeting Date
The date for the next meeting was set for 1:00 pm to 1:30 pm onOctober 13, 1993. The meeting will be held in Richland and inSeattle by videoconference.
0 Proposed Topics
Mr. Duncan reconmmended discussion on action items that have beencarried for awhile in an attempt to close the action items out,particulary item 06-14-93:1 regarding polychlorinated biphenyl(PCBs) and item 03-02-93:5 on the status of the K-3 filters.Mr. Duncan also suggested that Mr. Cordts discuss with Mr. Witczakthe specific items that the Navy is involved in. Mr. Cordtsindicated that Mr. Witczak was working with the Navy on theirmixed waste fee aspects, and that Mr. Witczak was in contact withthe Navy on a regular basis. Mr. Cordts also stated he wouldconfer with Mr. Wltczak regarding the exemption status in aneffort to move actions forward.
10-26-92:1 Provide letter indicating that Ecology agrees that thedefinitive design package for the mixed waste trench to bebuilt in Burial Ground 218-W-5 (Project W-025) is completeand acceptable for construction. Action by Ecology isneeded by September 1993 to have time to prepare bid packagefor scheduled construction in Spring of 1994.
CLOSED
03-02-93:2 Prepare letter to Ecology by 4-23-93 that describesrevisions to Figure 11-8 "Schedule for Closure of LLBG' thatis in the permit application.ACTION: B. Broomfield/G. Evans (WHC)
OPEN
03-02-93:3 Send letter to RI indicating that the "Request for Exemptionfrom Lined Trench Requirements and from Land DisposalRestrictions for Residual Liquid at 218-E-12B Burial GroundTrench 94' is approved. Action by Ecology as soon aspossible so proposed demonstration project can begin.
OPEN
03-02-93:5 Send letter responding to RI's notification of intent todispose of K-3 Filters in the LLBG. Action by Ecology.
OPEN
06-14-93:1 Determine the appropriate method to modify the "ComplianceAgreement Between United States Department of EnergyRichland Operations Office Richland Washington and theEnvironmental Protection Agency Region 10, Seattle,Washington' regarding Toxic Substance Control Act regulationof polychlorinated biphenyl disposal in trench 94 of burialground 218-E-12B to approve the backfilling of the submarinereactor compartments prior to issuing the permit for theLLBG.
OPEN
Page 9 of 9 of D194031090
ATTACHMENT 5
9305707STATE OF WASHINGTON
DEPARTMENT OF ECOLOGYMad StOP PV-l I * Ol'ympia, WashigMo 96504-8711 e (2%) 459-6"3
July 28, 1993
Mr. Cliff ClarkLow-Level Burial Grounds Unit ManagerDepartment of EnergyPO Box 550Richland, WA. 99352
The Notice of Deficiencies (NOD) response table for the Low-Level Burial GroundsDangerous Waste Permit Application is currently under review by Ecology. There are a fewunresolved NOD's from within Supplement 2 (the Design Documents) however, there appearto be no technical design inadequacies in the current documents. Therefore, as amendedthese will be included in the documents which will be carried forward for final administrativeprocessing, including, public scrutiny, for the Part B Permit for the Low-Level BurialGrounds.
As you know, under interim status, you have the capability to proceed with this construction.Should the public hearing process for the Part B Permit bring to light necessary changes inthe disposal unit, you will be responsible for those changes. You are requested to keep theEcology field office (Moses Jaraysi) and myself informed on a weekly basis of yourconstruction schedules and progress. Should you have any questions, please contact me at(206) 459-6863.
Sincerely,
Rert E. CordtsLw-Level. Burial Grounds Unit ManagerNuclear and Mixed Waste Management
REC:jr
cc: Dan Duncan, EPA EElVDSue Price, WI-C
AUG 0 2 1993DGE1 L/CCC
Dc 0uc
Distribution:
L. D. Arnol d WHC B3-35B. M. Barnes WHC T3-04R. C. Bowman WHC H6-24B. 3. Broomfield WHC 173-04S. E. Campbell WHC T4-05R. M. Carosino RL A4-52C. E. Clark RL A5-15R. E. Cordts Ecology LaceyA. K. Crowell RL S7-55G. D. Cummins WHC H6-24D. L. Duncan EPA HW-106D. Dunning ODOFR. M. Gordon RL S7-55R. J. Giroir WHC T4-05R. F. Guercia RL S7-55P. L. Hapke WHC T4-05G. D. Hendricks GSSC Bl-42J. L. Hensley Ecology B5-18M. N. Jaraysi Ecology B5-18G. H. Landeen WHC H6-23D. R. Lucas WHC G3-15P. 3. Mackey WHC B3-15M. M. McCarthy WHC N3-13R. D. Pierce WHC T3-04D. B. Powell WHC 1-4-03D. A. Pratt WHC T4-03S. M. Price WHC H6-233. G. Riddelle WHC T3-28V. Roscha WHC G3-15
The undersigned indicate by their signatures that these meetingminutes reflect the actual occurrences of the above dated UnitManagers' Meeting.
Date:-
_________________Da JPt c\ te:Daniel L. Dunca. RA Prog rm Manager, EPA Region 10
__ _ _ _ __L_ _ _ _ _ _ Date: 'Rober E odts, Unit Manager, Washington State Departmint of Eco o-gy
Low Level Burial Grounds, WHC Concurrence
lo k & ,, -- a /,- -Date:.-ichad .ierce, Conty-ctor Representative, WHCV
(Represented by Brett 4V Barnes, WHC)
Purpose: Discuss Permitting Process
Meeting Minutes are attached. The minutes are comprised of the following:Attachment 1 - AgendaAttachment 2 - Summary of Discussion and Commitments/AgreementsAttachment 3 - Attendance ListAttachment 4 - Action ItemsAttachment 5 - Project W-025Attachment 6 - Status of Pump and TreatAttachment 7 - Liner Compatibility Testing
Mr. R. Cordts (Ecology) announced that Mr. J. Hensley (Ecology) will betaking over responsibility as the unit manager for the Low Level BurialGrounds. Mr. Cordts added that he would continue to work withMr. Hensley.
1. PREVIOUS MEETING MINUTES
The October 18, 1994 meeting minutes are being reviewed byEcology.
2. PROGRAM STATUS
Status of Design and Construction Schedule
218-W-5 Burial Ground Mixed Waste Trenches Construction Status
Mr. V. Roscha (WHC) distributed a handout and provided a briefpresentation on Project W-025 (Attachment 5).
3. PERMIT APPLICATION STATUS
Ms. G. Cummins (WHC) stated that RL/WHC are revising the permit(Revision 1), and are waiting for the notice of deficiency (NOD)response table concurrence from Ecology.
4. RCRA TOPICS
* Discussion of 4-9-93 NOD Response Table
Mr. Cordts reported that he-had completed his comments regardingthe NOD response table, and he provided a copy of his comments toMr. D. Duncan (EPA). Mr. Cordts stated that he was in the processof drafting a letter to transmit his comments to RL/WHC, whichshould be sent in approximately a week.
5. GENERAL TOPICS
* Status of Pump and Treat
Mr. R. Mercer (WHC) distributed a handout (Attachment 6) andprovided a status of the pump and treat operation. The pump andtreat pilot project, located near waste management area 4, is
ongoing. Pumping is taking place during the day shift, with amaximum of approximately 30 gallons a minute being pumped. Noeffect has been observed in the burial grounds. Mr. Mercerpointed out the plot of barometric pressure and water levels(indicated on the graph in Attachment 6) taken from a well locatedin the burial ground. Mr. Mercer stated that the well was sampledin November 1994 for the RCRA program, and that WHO should receivethe data sometime in January 1995.
* 9090 Testing
Mr. B. Ba rnes (WHC) distributed a handout regarding 9090 testing(Attachment 7).
* Past Action Items
Action item 10-27-93:1, schedule a technical issues meeting forRCRA/CERCLA integration and discussion of pump and treatevaluations.
WHC is continuing to provide pump and treat information toEcology. This action item was left open.
* New Action Items
There were no new action items generated during the meeting.
6. SCHEDULE NEXT MEETING
* Tentative Date
* The next Unit Managers Meeting was tentatively scheduled forvideoconference on January 19, 1995, from 10 a.m. to 12 p.m.
* Proposed Topics
A status of the outstanding notice of deficiency (NOD) issues wasa proposed topic for the next Unit Managers Meeting.
Brett M. Barnes WHC (509) 376-3640Dennis W. Carlyle WHC (509) 373-4222Cifford E. Clark DOE-RL (509) 376-9333Robert E. Cordts Ecology (206) 407-7142Gloria 0. Cummins WHC (509) 372-2484Daniel L. Duncan EPA (206) 553-6693Roger M. Gordon DOE-RL (509) 372-2139Jerry Hensley Ecology (509) 736-3017Kathy E. Knox WHC (509) 372-3596Daniel R. Lucas WHC (509) 376-0060Rich B. Mercer WHC (509) 376-8945Victor Roscha WHC (509) 373-0317Melonie B. Walsh WHC (509) 373-6624
06-14-93:1 Determine the appropriate method to modify the "ComplianceAgreement Between United States Department of EnergyRichland Operations Office Richland Washington and theEnvironmental Protection Agency Region 10, Seattle,Washington" regarding Toxic Substance Control Act regulationof polychlorinated biphenyl disposal in trench 94 of burialground 218-E-12B to approve the backfilling of the submarinereactor compartments prior to issuing the permit for theLLBG.
CLOSED
10-27-93:1 Schedule a technical issues meeting for RCRA ' CERCLAintegration and discussion of pump and treat evaluations.
OPEN
09-01-94:1 RL/WHC will provide the Yakama Indian Nation a copy of allthe notice of deficiencies (NODs), including a descriptionof the NODs that have been resolved and the NODs that remainopen.ACTION: A. Crowell (RL)
OPEN
10-18-94:1 RL will provide Ecology (Mr. R. Cordts) a preview of theengineering change notices (ECNs) on Trench 31 and 34.ACTION: A. Crowell (RL)
* Low-Level Burial Grounds (LLBG) Mixed Waste Disposal Trench 31 (Trench31) will commence startup of operations in January 1995.
* Trench 31 is a Resource Conservation and Recovery Act (RCRA)/WashingtonAdministrative Code 173-303 Dangerous Waste Reguflations (WAC 173-303)compliant landfill.
0 Trench 31 is located in the northwestern portion of the 200 West Area inBurial Ground 218-W-5 of the Hanford Site.
* Trench 31 is a rectangular landfill with approximate base dimensions of250 feet (76.2 meters) by 100 feet (30.5 meters) and a surface gradefootprint of 3.2 acres (1.3 hectares).
* Trench 31 was constructed with a double liner and leachate collectionand removal system.
* Pumps are provided in both the primary and secondary sump areas.
a Collected leachate will be pumped to a RCRA/WAC 173-303 compliant10,000 gallon (37,854 liters) storage tanks. Trench 31 was designedwith consideration for the 24 hour peak precipitation event (1.56 inches(3.96 centimeters) in a 25 year period.
HIGH DENSITY POLYETHYLENE (HOPE) LINER
* Chemical compatibility of a HDPE is conducted using an EPA method 9090test. In a 9090 test, liner materials are exposed to landfill leachateor an extract of the waste, then the physical properties of the materialare tested, data correlated and evaluated for changes indicating atrend.
* The original 9090 test for Trench 31, was performed in late 1990, andlimited the variety of chemicals (inorganic and radiation interaction)that could be disposed in Trench 31. This resulted in a limited rangeof chemical documentation per 9090 test protocol.
* In the original 9090 test, organic chemicals as a class were notevaluated for inclusion in the potential disposal constituents, becauseit was determined that the waste acceptance criteria for a RCRA landfillwould preclude organic materials from being present in the wastefollowing treatment. Today, RCRA does not specify that all organicchemicals be treated before land disposal. WAC 173-303 allows up to 10percent organic/carbonaceous constituent waste disposal subject tofederal limitations. The liner is not inert to certain organiccompounds. Therefore a broader test is required.
* A more comprehensive 9090 A test currently is being conducted on theliner for constituent compounds that were not considered for disposal inthe original 9090 test. The new 9390 A test w-111 evcluate or-ganic andinorganic constituents to a greater degree and concentration.
* By building upon the previous 9090 test, a synthetic leachate solutionwas produced containing as many chemical types that can be reasonably beachieved in solution. These chemicals were identified based uponchemical families, regulatory concerns, liner aggressiveness, and soiltransport mechanisms. A compound representative of that chemical familywas used in the new 9090 A test. If the liner proved inert to therepresentative chemical at a given concentration, then the liner isresistant to that chemical family at that particular concentration.
* HOPE liners are inert to most chemicals, but some chemicals generallyconsidered harmful to the liner are organic chemicals and the bromineclass. Chemical types and concentrations allowed fcor disposal arespecified by regulatory land disposal restrictions (10 percent totalorganics), and until proven inert on the liner, as indicated by themanufacturers maximum chemical concentration listings.
* To establish a conservative approach for the 9090 A test, WHC hasprepared a synthesized leachate in stronger concentrations than EPAguidance suggests. To immerse liner material in leachate per SW 846Method 9090 A, Step 7.1 directs, "Obtain a representative sample of thewaste fluid." At this time, no waste fluid (leachate) exists;therefore, a synthesis using representative chemicals from the differentchemical families is used. Step 7.1 continues, "If the waste to becontained in the land disposal unit is in solid form, generate asynthetic leachate (Step 7.9.1)." In Step 7.9.1, the Agency suggeststhe use of the Toxicity Characteristic Leaching Procedure (TCLP) thatwas finalized in the Federal Register on June 29, 1990, Vol 55, No. 126,page 26986.
* The following sources were used to identify the specific or therepresentative chemical within families of chemicals that have potentialimpact on the HOPE liner materials. From the Encyclopedia of PolymerScience and Engineering, the types of chemical families that couldattack polyethylene include oxidizing agents, certain organics includingthe aliphatics, aromatics, and chlorinated solvents. In preparation ofthe solutions for the 9090 A test, the chemical resistance tables fromCole Parmer Instrument Company and Phillips Petroleum Company were used.
* Radionuclide waste disposal generates penetrating gamma dose. Radiationdeposition and subsequent impact on liner materials was evaluated to50,000 Rad in the previous 9090 test. The conclusions of this testindicated that the levels of radiation expected in Trench 31 will havelittle effect on liner performance. Based on these findings, furtherradiation testing of the liner is not warranted.
* The chemicals selected either represent diverse families of organicchemicals or are specific contaminants know:n to be present in Hanfordwaste. They include metal extractants, aliphatics, ketones, aromatics,esters, alcohols, phenols, halogenated solvents, glycols, nitriles,chelating agents, and amines. Also, some were chosen to representgroups of chemicals from the EPA priority pollutants list, if the groupwas likely to be present in Hanford waste.
~Aliquat 336 is methyltrioctyl ammonium chloride*2-butanol added as matrix
Organic Solution in Water
EDTA, Disodium Salt 50.0 g/l Chelating AgentPhenol 50.0 g/l Phenol
* The inorganic chemicals selected for the 9090 A test were water soluble,and were chosen in general as representative of a class of elements, orto include a specific ion expected. As with organic chemicals, theinorganic chemicals in the waste stream are also limited by the soil asa physical barrier and will have to pass through the soil layer beforecoming in contact with the liner.
* In line with the conservative approach, WHC will test linercompatibility for inorganics at a pH of 2 for the acidic solutions and12.5 for the alkaline solutions.
Metals in Nitric Acid Solution
Aluminum Nitrate-9-Water '375.0 g/1 G;'oup IlaCadmium Nitrate-4-Water 0.031 g/i Second Transition seriesCalcium Nitrate-4-Water 236.0 g/l Group IhaCupric Nitrate-3-Water 2.4 g/l Group lbFerric Nitrate-9-Water 80.0 g/l First Transition SeriesLanthanum Nitrate-6-Water 4.3 g /I Lanthanide SeriesMercuric Nitrate-i-Water 0.034 g/l Third Transition SeriesNitric Acid pH AdjustmentPotassium Permanganate 4.0 g/l O.-idizerSodium Molybdate-2-Water 2.4 g/l Second Transition SeriesZince Nitrate-6-Water 29.7 9/1 Group IIb* Add 1.0 N Nitric Acid to Adjust the pH to 2.0
Alkaline Solution for Liner Testing
Sodium Arsenate 0.02 g/l Group VbSodium Chloride 2.0 g/l Group VIIbSodium Diyhdrogen Phosphate-i-Water 2.0 g/l Group VbPotassium Ferrocyanide 0;02 g/l Group IVbSodium Hydroxide pH AdjustmentSodium Nitrite 10.0 g/l Group VbSodium Silicate 1.0 g/l Group IVbSodium Sulfide 0.05 g/l Group VIbSodium Tetraborate 5.0 g/i Group IIIb
Add 1.0 N Sodium Hydroxide Until the pH is 12.5
Should you have additional questions regarding the 9090 A test, pleasecontact Mr. Dennis W. Carlyle of the Westinghouse Hanford Company on(509) 373-4222.
The undersigned indicate by their signatures that these meetingminutes reflect the actual occurrences of the above dated UnitMana ers' Meeting.
_____ ____ ____ Date: .5viffo E. Cla-rk, Unit Manager, RL
~ie ~~j4 All~4 Date:, ______
anil E-_Gncan, R5RA Program MRanager, EPA RegionI0
6~V~~&1. ~6t I~$~' Date:5Robert E. Cordts,b5(n-it-Manager, Washington State Department o TE-co o6gy
Low Level Burial Grounds, WHC Concurrence
Richr D. erce-, Contractor Representative, W111 2(Represented by Brett M. Barnes, WHC)
Purpose: Discuss Permitting Process
Meeting Minutes are attached. The minutes are comprised of the following:Attachment 1 - AgendaAttachment 2 - Summary of Discussion and Commitments/AgreementsAttachment 3 - Attendance ListAttachment 4 - Action ItemsAttachment 5 - Long Length Equipment Disposal
Mr. R. Cordts (Ecology) announced that Mr. N. Hepner (Ecology) will betaking over responsibility as the Unit Manager for the Low-Level BurialGrounds instead of Mr. J. Hensley.
1. PREVIOUS MEETING MINUTES
The December 7, 1994 meeting minutes were approved. Mr. D. Duncan(EPA) conferred signature approval to Mr. R. Bowman (WHC).
2. PROGRAM STATUS
Status of Design and Construction Schedule
Mr. B. Barnes (WHC) stated that Trench 31 has been completed.DOE-RL is reviewing the readiness assessment. There are a fewremaining items to be completed on Trench 34, and then WHC willinitiate the readiness assessment for this trench.
3. PERMIT APPLICATION STATUS
Ms. G. Cummins (WHC) stated that RL/WHC are revising the Part Bpermit application (Revision 1). Mr. C. Clark (RL) indicated thatthe Steering Committee tentatively agreed to incorporate the LLBGinto the Hanford Facility Permit in modification C, which is inMarch 1997, and the completed revised Part B permit application(advance copy) will be submitted to Ecology in October 1996.
Mr. Duncan inquired about discussions RL has had with the Navyregarding the Hanford Facility Permit modification schedule.Mr. Clark responded that RL has had discussions with the Navyrecently. Mr. Clark indicated that RL will be formally submittingthe engineer performance plan to Ecology within the next two weeksfor approval. Mr. Clark stated that the main issue RL isdiscussing with Ecology and the Navy is determining which reactorcompartment to select for an integrity inspection.
4. RCRA TOPICS
* Discussion of 4-9-93 NOD Response Table
Ms. A. Crowell (RL) inquired about a time frame for receivingEcology's notice of deficiency (NOD) comments. Mr. Cordts
responded that his NOD comments are in internal review, and thathe transmitted a draft of his NOD comments to Mr. Duncan.Mr. Cordts stated his concerns as follows: the detection ofliquids in containers or packages that will be disposed; thecontinued acceptance of mixed waste based on identification oftrenches; the status of the trenches that the mixed or hazardouswaste will be stored in; questions regarding vadose zonemonitoring; timing of the closure of various units; the design ofthe cover; and integration of the closure problems that have beenidentified. Following a brief discussion, RL and Ecology agreedto set up a meeting to discuss the issues.
5. GENERAL TOPICS
* Status of Pump and Treat
Mr. R. Mercer (WHC) provided a status of the pump and treatoperation. The pump and treat operation was shut down in lateDecember 1994 because of a safety concern. The pump and treatoperation located by the Low-Level Waste Area 4 was started up themiddle of January 1995. Mr. Mercer indicated there were nochanges in the barometric pressure and water levels in the burialground well during pumping and when pumping was shut down.Samples were taken during the end of December 1994, and theupgradient well (18-24) showed an increase in carbontetrachloride. Mr. Mercer indicated the increase is expected asthe plume continues to migrate. The downgradient wells continueto show high amounts of carbon tetrachloride, but due to the pumpand treat there has been no change in the amount in the wells.
Mr. Mercer stated that additional wells are planned for thenortheastern portion of the Low-Level Waste Management Area 4 inan effort to expand the pump and treat program.
* Long Length Equipment Disposal
Mr. W. Josephson (WHC) distributed a handout (Attachment 5) andgave a presentation regarding long lenth equipment disposal. Longlength equipment refers to pumps and instrumentation, etc. takenfrom different tanks, and in general are remote-handled items.Mr. Josephson stated that WHC has been comparing alternatives(extraction vs. encapsulation) for treatment and disposal of thelong length equipment. WHC has determined that the encapsulationtechnique, which involves wrapping the equipment in an imperviouslayer, provides the best combination of low risk and reasonablecost.
Mr. Josephson referred to the regulatory issues summarized on thehandout (Attachment 5), and stated that RL/WHC would like to setup a meeting with Ecology to discuss the regulations.
Past Action Items
Action item 10-27-93:1, schedule a technical issues meeting forRCRA/CERCLA integration and discussion of pump and treateva]luations.
WHC is continuing to provide pump and treat information toEcology. This action item was left open.
* New Action Items
There were no new action items generated during the meeting.
6. SCHEDULE NEXT MEETING
* Tentative Date
The next Unit Managers Meeting was tentatively scheduled forvideoconference on February 28, 1995, from 9 a.m. to 10 a.m.
* Proposed Topics
There were no new proposed topics.
Attachment 3
LOW LEVEL BURIAL GROUNDSUnit Managers Meeting
Federal Building, Room 784BRi chland, Washington
January 26, 199510:30 a.mn. - 11:30 a.m.
Attendance List
A stenographer is present to take detailed notes on the proceedings of thismeeting. These notes will be used for the sole purpose of preparing unitmanager meeting minutes. After these unit manager meeting minutes arefinalized, the detailed notes will be discarded. If any attendee hasobjections with this approach, they should voice these objections at thistime.
10-27-93:1 Schedule a technical issues meeting for RCRA/CERCLAintegration and discussion of pump and treat evaluations.
OPEN
09-01-94:1 RL/WHC will provide the Yakama Indian Nation a copy of allthe notice of deficiencies (NODs), including a descriptionof the NODs that have been resolved and the NODs that remainopen.ACTION: A. Crowell (RL)
OPEN
10-18-94:1 RL will provide Ecology (Mr. R. Cordts) a preview of theengineering change notices (ECNs) on Trench 31 and 34.ACTION: A. Crowell (RL)
Alternative TRU RH or Diameter > 4 in CH and Diameter < 4 in
2B WRAP-2B3 WRAP-2B3 WRAP-2B328/T WRAP-2B 221-T Canyon 221-T Canyon2106 WRAP-2B3 2706-T Annex 2706-T Annex2BIFSE WRAP-2B3 Full Size Encapsulation Full Size Encapsulation2B/FSE/FSR WRAP-2B3 Full Size Encapsulation Field Size Reduction2B/GRV WRAP-2B3 Grout Vaults Grout Vaults
Encapsulation Regulatory Issues
-Residual Liquids
-Free Liquids
-Lubricating Oil/Grease
-Treatment Location
-Void Space Fill
-Trench 31 Safety Basis
-Transportation
953, J L
Distribution:
L. D. Arnold WHC B3-35B. M. Barnes WHC T3-04R. C. Bowman WHC H6-24B. J. Broomfield WHC T3-04S. E. Campbell WHC T4-05R. M. Carosino RL A4-52C. .E . Clark RL A5-15R. E. Cordts Ecology LaceyA. K. Crowell RL S7-55G. D. Cummins WHC H6-240. L. Duncan EPA HW-1060. Dunning ODOEM. S. French RL S7-55R. J. Giroir WHC 14-05R. F. Guercia RL S7-55P. L. Hapke WHC 14-05N. Hepner Ecology B5-18G. D. Hendricks GSSC BI-42M. N. Jaraysi Ecology B5-18G. H. Landeen WHC H6-23S. Leja Ecology B5-18D. R. Lucas WHC G3-15P. J. Mackey WHC B3-15R. D. Pierce WHC T3-040. B. Powell WHC T4-03D. A. Pratt WHC T4-03S. M. Price WHC H6-23J. G. Riddelle WHC T3-28
ADMINISTRATIVE RECORD: Low-Level Burial Grounds, D-2-9[Care of EDMC, WHC (H6-08)]
Washington State Department of Ecology Nuclear and Mixed Waste Library,P.O. Box 47600, Olympia, Washington 98504-7600
Environmental Protection Agency Region 10, Seattle, Washington 98101, MailStop HW-074
Please send comments on distribution list to K. E. Knox, WHC (H6-23),(509) 372-3596
LOW-LEVEL BURIAL GROUNDS
Unit Managers Meeting2440 Stevens Center Place, Room 1600
Richiland, Washington
February 28, 19959:00 a.m. - 10:00 a.m.
The undersigned indicate by their signatures that these meetingminutes reflect the actual occurrences of the above dated UnitManagers' Meeting.
Date: S 2 '
Not Present Date:-__________Daniel L. Duncan, RCRA Program Manager, EPA-Region 10
Date:Robdrt E. Co-rdts, Unt Manag r, Washington State Diepaftment of Ecology
Low-Level Burial Grounds, WHC Concurrence
Date: 3A~qRichard . Pierce, Contractor Representative, WHC(Represented by Brett M. Barnes, WHC)
Purpose: Discuss Permitting Process
Meeting Minutes are attached. The minutes are comprised of the following:Attachment I - AgendaAttachment 2 - Summary of Discussion and Commitments/AgreementsAttachment 3 -Attendance ListAttachment 4 -Action ItemsAttachment 5 -SWM LLBG Mixed Waste Trench 31 Sequence of EventsAttachment 6 -SWM LLBG Mixed Waste Trench 34 Sequence of EventsAttachment 7 -Status of Pump and Treat
?513337.0107
Attachment 1
LOW-LEVEL BURIAL GROUNDSUnit Managers Meeting
2440 Stevens Center Place, Room 1600Ri chland, Washington
February 28, 19959:00 a.m. - 10:00 a.m.
Agenda
1. PREVIOUS MEETING MINUTES
0 January 26, 1995 Meeting Minutes
2. PROGRAM STATUS
4 Status of Mixed Waste Trench Readiness
3. PERMIT APPLICATION STATUS
4. RCRA TOPICS
0 Discussion of 4-9-93 NOD Response Table
5. GENERAL TOPICS
* Status of Pump and Treat (R. Mercer)
* Past Action Items
-10-27-93:1 Pump and Treat Status
* New Action Items
6. SCHEDULE NEXT MEETING
* Tentative Date
* Proposed Topics
Attachment 2
LOW-LEVEL BURIAL GROUNDSUnit Managers Meeting
2440 Stevens Center Place, Room 1600Richl and, Washington
February 28, 19959:00 a.m. - 10:00 a.m.
Sunmmary of Discussion and Commitments/Agreements
Mr. R. Cordts (Ecology) announced that Mr. N. Hepner (Ecology) will notbe taking over responsibility as the Ecology Unit Manager for theLow-Level Burial Grounds. Mr. Cordts stated that he and Mr. J. Witczak(Ecology) will be handling the majority of the work relating to thePart B permit application, but Mr. Hepner should be kept informed.
1. PREVIOUS MEETING MINUTES
The January 26, 1995 Unit Manager Meeting minutes are beingreviewed by Ecology and EPA.
2. PROGRAM STATUS
Status of Mixed Waste Trench Readiness
Mr. R. Mangum (WHC) distributed handouts (Attachments 5 & 6) andprovided an update on the Low-Level Burial Grounds (LLBG)Trench 31 since turnover to Solid Waste Management. The two openitems on the punch list have been closed. They include theprimary and secondary lechate collection system flowmeter accuracyduring the acceptance test procedure, and construction of anaccess stairway and handrails into the secondary tank containmentarea. Mr. Mangum noted that item No. 14 on Attachment 5(operational readiness review) was completed on December 30, 1995,and Trench 31 was declared operational by Solid Waste Management.DOE-RI is in the process of completing line management review toconfirm Trench 31 is ready to receive waste.
Ms. A. Crowell (RI) stated that Trench 31 will not be receivingwaste during this fiscal year, noting that it is morecost-effective to wait until there is a sufficient volume of wasteto dispose. Ms. Crowell added that the majority of the waste willbe generated from environmental restoration.
Mr. Mangum stated that there are a number of activities scheduledfor Trench 34 which will be initiated once RL is satisfied thatTrench 31 is acceptable to receive waste.
3. PERMIT APPLICATION STATUS
Ms. G. Cummins (WHC) stated that RL/WHC are revising the LLBGPart B permit application (Revision 1).
4. RCRA TOPICS
Discussion of 4-9-93 NOD Response Table
Ms. Cummins inquired about the status of the Notice of Deficiency(NOD) response table and the white paper regarding LLBG issuesthat Ecology is preparing. Mr. Cordts responded that Mr. Witczakis preparing a white paper which will include responses to the NODissues. Mr. Cordts indicated that the issue regarding theconstruction inspection plan will not be contended by Ecology andshould be considered resolved. Ms. Cummins inquired about a timeframe for receiving the white paper, and Mr. Cordts responded thatit should be completed in the near future.
Status of Pump and Treat
Mr. R. Mercer (WHC) stated that the pump and treat operation atWaste Management Area 4 is continuing. The withdrawal rates havebeen increased to approximately 60 gallons per minute, which istwo to three times the rate initially planned. The nearby burialground monitoring wells have not revealed any effects.
Mr. Mercer stated that WHC is planning to let a drilling contracton March 10, 1995, for three new pump and treat wells (location ofwells noted on Attachment 7). Mr. Cordts asked if any of the newwells will be used as an injection well. Mr. Mercer respondedthat one of the new wells will be an injection well, or possiblyan existing well may be used as an injection well.
* Past Action Items
Action item 10-27-93:1, schedule a technical issues meeting forRCRA/CERCLA integration and discussion of pump and treatevaluations.
WHC is continuing to provide pump and treat information toEcology. This action item was left open.
* New Action Items
There were no new action items generated during the meeting.
6. SCHEDULE NEXT MEETING
* Tentative Date
The next Unit Managers Meeting was scheduled for videoconferenceon March 22, 1995, from 3 to 4 p.m.
* Proposed Topics
There were no new proposed topics.
7,0 3
Attachment 3
LOW LEVEL BURIAL GROUNDSUnit Managers Meeting
2440 Stevens Center Place, Room 1600Ri chl and, Washington
February 28, 19959:00 a.m. - 10:00 a.m.
Attendance List
A stenographer is present to take detailed notes on the proceedings of thismeeting. These notes will be used for the sole purpose of preparing unitmanager meeting minutes. After these unit manager meeting minutes arefinalized, the detailed notes will be discarded. If any attendee hasobjections with this approach, they should voice these objections at thistime.
Name Organization Phone #
_____ _____ __ LI~1~cf$~'-A-173 -2.I
-A K' C 'tC~~{
bltA 'e( C, (2ti a,-- L R~ - (5-A P 5
V4473 312,ZV-2!
2ZLZI 616
9515557.0131
Attachment 4
LOW-LEVEL BURIAL GROUNDSUnit Managers Meeting
Stevens Center Place, Room 1600Richl and, Washington
February 28, 19959:00 a.m. - 10:00 a.m.
Action Items
Action Item Description
10-27-93:1 Schedule a technical issues meeting for RCRA/CERCLAintegration and discussion of pump and treat evaluations.
OPEN
09-01-94:1 RL/WHC will provide the Yakama Indian Nation a copy of allthe notice of deficiencies (NODs), including a descriptionof the NODs that have been resolved and the NODs that remainopen.ACTION: A. Crowell (RL)
OPEN
10-18-94:1 RL will provide Ecology (Mr. R. Cordts) a preview of theengineering change notices (ECNs) on Trench 31 and 34.ACTION: A. Crowell (RL)
OPEN
19 -5is 73J- 113
Attachment 5
LOW-LEVEL BURIAL GROUNDSUnit Managers Meeting
2440 Stevens Center Place, Room 1600Richl and, Washington
February 28, 19959:00 a.m. - 10:00 a.m.
51*1 LLBG MIXED WASTE TRENCH 31 SEQUENCE OF EVENTS
9.1-13337.0I3
SWM LLBG MIXED WASTE
TRENCH 31 SEQUENCE OF EVENTS
1. CONSTRUCTION COMPLETE AND ACCEPTANCE TEST PROCEDURE (ATP) PERFORMED FORTRENCH SYSTEMS (LEACHATE COLLECTION, DETECTION, TRANSFER, LEACHATESTORAGE TANK RECIRCULATION, PUMP CONTROLS AND ALARMS) BY WHC PROJECTSAND GOLDER ASSOCIATES, WHC PROJECTS DEVELOPED CONSTRUCTION COMPLETIONOPEN ITEMS PUNCH LIST. (4-18-94)
2. SOLID WASTE MANAGEMENT (SWM) ACCEPTANCE OF TRENCH 31 WITH PROJECTS OPENITEMS PUNCH LIST. (4-22-94)
A. PRIMARY AND SECONDARY LEACHATE COLLECTION SYSTEM FLOWMETERACCURACY DURING ATP NOT ACCEPTABLE
B. CONSTRUCT ACCESS STAIRWAY AND HANDRAILS INTO SECONDARY TANKCONTAINMENT AREA
3. SWM OPERATIONS DETERMINES NEED FOR A TRANSPORT TANKER LOADOUT FACILITY,REVISED DESIGN FOR NEW LOADOUT PIPING, REVISED VALVE CONFIGURATION,REVISED DESIGN FOR PIPE SUPPORT AND REVISED DESIGN FOR TRANSPORT TANKERMODIFICATIONS. (9-15-94)
4. PLANT OPERATING PROCEDURES (POP-S) FOR TRENCH SURVEILLANCES, OPERATIONS,SAMPLING, WASTE RECEIPT, PLACEMENT AND BACKFILL WRITTEN. (9-30-94)
5. ATP FOR VERIFICATION OF ECN TO CORRECT PUNCH LIST ITEM A, FLOWINACCURACY WAS PERFORMED BY WHC PROJECTS, GOLDER ASSOCIATES ANDWITNESSED BY SWM OPERATIONS, RESULTS WERE ACCEPTABLE. (10-7-94)
6. FIELD WALKOOWN VERIFICATIONS COMPLETED BY SWM OPERATIONS FOR ALL TRENCHPOP'S. (10-12-94)
7. LETTER OF INSTRUCTION (LOI) ISSUED TO lCF KAISER FOR INSTALLATION OFTRANSPORT TANKER LOADOUT FACILITY, REVISED LOADOUT PIPING, REVISED VALVECONFIGURATION, REVISED PIPE SUPPORT AND FOR REVISED TRANSPORT TANKERMODIFICATIONS.(10-14-94)
8. TRENCH OPERATIONAL TEST PROCEDURE (OTP) PERFORMED BY SWM OPERATIONS ANDWAS FOUND TO BE ACCEPTABLE. (10-17 THROUGH 10-22-94)
9. TRENCH 31 OPERATOR CERTIFICATION MANUAL, CLASSROOM LECTURES, STUDY GUIDEAND EXAM BANK DEVELOPED. (11-14-94)
10. SWM OPERATIONS COMPLETES DESIGN FOR TRANSPORT TANKER WEIGHT BALANCEEQUIPMENT. .(11-3-94)
11. TRENCH 31 INITIAL OPERATOR'S CERTIFICATION TRAINING CLASS COMPLETED FOR4 NPO'S, 1 SWO MANAGER, ALL PARTICIPANTS SUCCESSFULLY CERTIFIED.(11-18-94)
12. ICF KAISER COMPLETES INSTALLATION OF TRANSPORT TANKER LOADOUT FACILITY,NEW LOADOUT PIPING, VALVE CONFIGURATION, PIPE SUPPORT AND TRANSPORTTANKER MODIFICATIONS. (12-7-94)
13. SWM OPERATIONS PERFORMED OTP FOR NEW LOADOUT PIPING, VALVECONFIGURATION, PIPE SUPPORT, TRANSPORT TANKER MODIFICATIONS AND WEIGHTBALANCE EQUIPMENT, RESULTS WERE ACCEPTABLE. (12-14 THROUGH 12-17-94)
14. WHC OPERATIONAL READINESS REVIEW (ORR) PROCESS STARTED. (12-07-94)
15. PROJECTS PUNCH LIST OPEN ITEM B COMPLETED. (12-27-94)
16. WHC ORR PROCESS COMPLETED. (12-30-94)
17. SWM DECLARES TRENCH READINESS. (12-30-94)
18. DOE READINESS ASSESSMENT, LINE MANAGEMENT REVIEW (LMR) PROCESS STARTED.(1-95)
19. DOE LMR IS IN FINAL STAGES
Attachment 6
LOW-LEVEL BURIAL GROUNDSUnit Managers Meeting
2440 Stevens Center Place, Room 1600Ri chl and, Washington
February 28, 19959:00 a.m. - 10:00 a.m.
SWM LLBG MIXED WASTE TRENCH 34 SEQUENCE OF EVENTS
SWM LLBG MIXED WASTE
TRENCH 34 SEQUENCE OF EVENTS
1. CONSTRUCTION COMPLETE AND ACCEPTANCE TEST PROCEDURE (ATP) PERFORMED FORTRENCH SYSTEMS (LEACHATE COLLECTION, DETECTION, TRANSFER, LEACHATESTORAGE TANK RECIRCULATION, PUMPS CONTROLS AND ALARM)S BY WHC PROJECTSAND GOLDER ASSOCIATES, WHC PROJECTS DEVELOPED CONSTRUCTION COMPLETIONOPEN ITEMS PUNCH LIST. (11-02-94)
2. SOLID WASTE MANAGEMENT (SWM) ACCEPTANCE OF TRENCH 31 WITH PROJECTS OPENITEMS PUNCH LIST. (11-10-94)
A. ACCESS STAIRWAY AND HANDRAILS INTO SECONDARY TANKCONTAINMENT AREA AND SAFETY RAILING AROUND SECONDARY TANKCONTA INMENT
3. PROJECTS PUNCH LIST OPEN ITEM B COMPLETED. (12-29-94)
4. SWM OPERATIONS IDENTIFIES MAJOR DRAINAGE PROBLEM ASSOCIATED WITH THETRENCH RUN-ON AND RUN-OFF SYSTEM. (1-12-95)
5. WHC PROJECTS ISSUES ECN TO CORRECT DRAINAGE PROBLEM WITH RUN-ON ANDRUN-OFF SYSTEMS. (1-25-95)
6. ICF KAISER COMPLETES ECN CORRECT DRAINAGE PROBLEM WITH RUN-ON ANDRUN-OFF SYSTEMS. (2-22-95)
7. SWM OPERATIONS AND SWM FACILITY ENGINEERING TO COMPLETE DESIGN CHANGESREQUIRED TO IMPLEMENT THE TRANSPORT TANKER LOADOUT FACILITY, REVISEDLOADOUT PIPING, REVISED VALVE CONFIGURATION, REVISED PIPE SUPPORT ATTRENCH 34. (TO BE DETERMINED, TRO)
8. LETTER OF INSTRUCTION TO BE ISSUED TO ICF KAISER FOR INSTALLATION OFTRANSPORT TANKER LOADOUT FACILITY, REVISED LOADOUT PIPING, REVISED VALVECONFIGURATION, REVISED PIPE SUPPORT AND FOR REVISED TRANSPORT TANKERMODIFICATIONS. (TBD)
9. REVISE PLANT OPERATING PROCEDURES (POP'S) FOR TRENCH SURVEILLANCES,OPERATIONS, SAMPLING, WASTE RECEIPT, PLACEMENT AND BACKFILL TO BECOMPLETED. (TBD)
10. FIELD WALKOOWN VERIFICATIONS TO BE COMPLETED BY SWM OPERATIONS FOR ALLTRENCH POP'S. (TBD)
11. ICF KAISER COMPLETES INSTALLATION OF TRANSPORT TANKER LOADOUT FACILITY,NEW LOADOUT PIPING, VALVE CONFIGURATION, PIPE SUPPORT AND TRANSPORTTANKER MODIFICATIONS. (TBD)
12. TRENCH OPERATIONAL TEST PROCEDURE (OTP) TO BE PERFORMED BY SWM
OPERATIONS. (TBD)
13. OPERATIONAL READINESS REVIEW (ORR) PROCESS TO START. (TBD)
14. ORR PROCESS COMPLETED. (TBD)
15. SWM DECLARES TRENCH READINESS. (TRO)
16. DOE READINESS ASSESSMENT (RA), LINE MANAGEMENT REVIEW (LMR) PROCESSSTARTS. (TOD)
17. DOE RA-LMR IS COMPLETED
Attachment 7
LOW-LEVEL BURIAL GROUNDSUnit Managers Meeting
2440 Stevens Center Place, Room 1600Richland, Washington
February 28, 19959:00 a.m. - 10:00 a.m.
STATUS OF PUMP AND TREAT
WIS- 11Burial Ground
W15-16
W 1 5 -1 5 W 1 -1
+ I W15-242-SZ
0 W118-2
W1826 18- .4
C[ 0W18-29
21Wi 8-32
%W18-21
E ]Waste Management Area 4 Boundary
intactive Facilities P,, 47 -r.t4r LQCLL$
o Pre -1987 Well )0Rr~ 300 Motors* RCRA WellIV Deep RCRA WellIA Perched RCRA Well I
L. D. Arnold WHC B3-35B. M. Barnes WHC T3-04R. C. Bowman WHC H6-24B. J. Broomfield WHC T3-04S. E. Campbell WHC T4-05R. M. Carosino RL A4-52C. E. Clark RL A5-15R. E. Cordts Ecology LaceyA. K. Crowell RL S7-55G. D. Cummins WHC H6-24D. L. Duncan EPA HW-106D. Dunning OOEM. S. French RL S7-55R. J. Giroir WHC 14-05R. F. Guercia RL S7-55P. L. Hapke WHC T4-05N. Hepner Ecology B5-18G. D. Hendricks GSSC BI-42M. N. Jaraysi Ecology B5-18G. H. Landeen WHC H6-23S. Leja Ecology B5-18D. R. Lucas WHC G3-15P. J. Mackey WHC B3-15R. 0. Pierce WHC T3-04D. B. Powell WHC T4-03D. A. Pratt WHC T4-03S. M. Price WHC H6-23J. G. Riddelle WHC 13-28
ADMINISTRATIVE RECORD: Low-Level Burial Grounds, D-2-9[Care of EDMC, WHC (H6-08)]
Washington State Department of Ecology Nuclear and Mixed Waste Library,P.O. Box 47600, Olympia, Washington 98504-7600
Environmental Protection Agency Region 10, Seattle, Washington 98101, MailStop HW-074
Please send comments on distribution list to K. E. Knox, WHC (H16-23),(509) 372-3596
A D TDepartment of Energy~ 1% jRichland Operations Office
W -~ P.O. Box 550W Richlandi, Washington 99352
MAR 2 3 IS5
95-PCA- 238
Mr. Douglas R. SherwoodHanford Project ManagerU.S. Environmental Protection AgencyRegion 10712 Swift Boulevard, Suite 5Richland, Washington 99352
Mr. Michael Wilson, ManagerNuclear Waste ProgramState of WashingtonDepartment of EcologyP.O. Box 47600Olympia, Washington 98504-7600
Dear Messrs. Sherwood and Wilson:
TRANSMITTAL OF THE HANFORD FACILITY LOW-LEVEL BURIAL GROUNDS CONSTRUCTIONQUALITY ASSURANCE REPORT AND W-025 AS-BUILT DRAWINGS
This letter formally documents the delivery of a copy of the Hanford FacilityLow-Level Burial Grounds Construction Quality Assurance Report and the W-025as-built drawings to the State of Washington Department of Ecology (Ecology)and the U.S. Environmental Protection Agency (EPA). This document wasdelivered to Mr. M. N. Jaraysi, Ecology, on January 5, 1995.
Should you have any questions regarding this transmittal, please contactMr. C. E. Clark of my staff on 376-9333.
Sincerely,
James E. Rasmussen, Acting DirectorEnvironmental Assurance, Permits,
Sec. 12.7) 3. Information 6. Dist. (Receipt Ackflow. Requiredl 3. Disapproved w/comment 6. Receipt acknowledged
1.SIGNATURE/DISTRIBUT1ON toI 'H)IGI HI :(Soo Approval Designator fat required signature*)
Res- Disp. 1.11 Name IK) Sionatue IL) Date IM) MSIN (J) Name (K) Signature (l.) Oats (IM) MSIN Ra.ss- p
son /son
1 Cog.Eng. V. Rosh! G ~** 3-15
1 / cog._14r. OR Lucas I G~.I~~ 3-15
QA JR Mc5__ _ __ _ __ee__ _ _
safety I _ __ _ _ _ __ _ _ _
~~ Env. DJ Carrelt -t.-Z
3 WRAP I DMC G, 3-15
18. 19. 20. 121. DOE APPROVAL (if required)
V toach.e , DR Luca DR Lucas j AppCrovedo______________ (1[3 Approved I/Comn
Signature &f MDT Data Authorized Represenltative Date Cognizant Manager Date U2 Disapproved w/307
Originator for Receiving Organization
-740-1722 (0/94)GEF07 tNAROD
10
INSTRUCTIONS FOR COMPLETION OF THE ENGINEERING DATA TRANSMITTAL(USE BLACK INK OR TYPE)
BLOCK TITLE
(1) EDT 0 Pro-assigned EDT number.
(2) To: (Receiving Organization) a Enter the individual's niame, title of the organization, or entity le.g., Distribution) that the EDT isbeing transmitted to.
(3) From: (Originating Organization) 0 Enter the title of the organization originating and transmitting the EDT.
14) Related EDT No. 0 Enter EDT numbers which relate to the data being transmitted-
(5) Proj ./Prou.IDept.IDiv. a Enter the Prosect/ProgremiDepantment/Diviion title or Project/Program acronym or ProjectNumber. Work Order Number or Organization Code.
(6), Cognizant Engineer 0 Enter the name of the individual identified as being responsible for coordinating disposition ofthe EDT.
(7) Purchase Order No. & Enter related Purchase Order (P.O.) Number, if available.
(a), Originator Remarks 0 Enter special or additional comments concerning transmittal, or "Key" retrieval words may beentered.
(9) Equipment/Component No. & Enter equipment/cornponent number of &acted item, if appropriate.
(10) Systern/Bldg./Facifity 0 Enter appropriate system, building or facility number, if appropriate.
(11) Receiver Remarks C Enter special or additional corrirnento concerning transmnital.
(12) Major Again. Dwg. No. 0 Enter applicable drawing number of major assembly, if appropriate.
(13) PerrrwtlPermit Application No. 0 Enter applicable permit or- permit application number, if appropriate.
(14) Required Response Date * Enter the date a response in required from individuals identified in Block 17(Signature/Distribution).
(151' Data Transmnitted
(A) I Item Number G Enter sequential number, beginning with 1, of the information listed on EDT.
00) Document/Drawing No. a Enter the unique identification number assigned to ithe document or drawing being transmitted.
IC) * Sheet No. 0 Enter the sheet number of the information being transmitted. If no sheet number, leave blank.
0') Rev. No. 0 Enter the revision number of the information being transmitted, If no revision number, leaveblank.
(E) Title or Description of di Enter the title of the document or drawing or a brief description of the subject if no title isDate Transmnitted identified.
11)711 Impact Level e Enter the appropriate Imnpact Level (Block IS5). Also, indicate the appropriate approvals for eachitem havted, i.e., SQ. ESO, etc. Use NA for none-ngmnearnng documents.
(G) Reason for Transmnittal 0 Enter the appropriate code to identify the purpose of the data transrittal ioee Block 18).
(H) Originator Disposition 0 Enter the appropriate disposition code (see Block 16).
(1) Receiver Disposition 0 Enter the appropriate disposition code lis Block I8).
(16) Key 0 Number codes used in completion of Blocks IS (G), 1)4), and (1), and 17 (G), (H)1(Signature/Distribution).
(17) Signature/Distribution
IG) Reason 0 Enter the code of the reason for tranarnittal (Slock 1S).
(H) Disposition * Enter the code for the disposition (Mock 16a).
WJ Name * Enter the signature of the individual oompleting the Disposition 17 (H) end the Transmrittal.
(M) 0 MSIN 0 Enter MSIN. Note: If Distribution Sheet is used, show entire distribution (including thatindicated on Page 1 of thu" on the Distribution Sheet. _____
(18) Signature of EDT Originator 0 Enter the signature and date of the individual originating the EDT (entered prior to transmittalto Receiving Organization). If the EDT originator is the cognizant engineer, sign bothSlocks 17 and 18.
(19 ,.-*th.Zed1 Representative 0 Enter the signature and date of the individual identified by the Receiving Organization as-,,. :for Ro"Whvm Organization authorized to approve disposition of the EDT and acceptance of the data transmnitted, as
A applicable.120) * gnizant Maniager 0 Enter the signature and date of the cognizant manager. (This signature is authorization for
/' , release.)
(21) ampIproval 0 Enter DOE approvel lif required) by letter number and indicate DOE action.
*Astesli~e the required minimnum items check by Configuration Doctimentation prior to release; these are the rninimum release requirements.
BD-7400-172-IR (07191)
RELEASE AUTHORIZATION
Document Number: WHC-SD-W025-RPT-001, Rev. 0
Document Title: Construction Quality Assurance Report
Release Date: 11/17/94
This document was reviewed following theprocedures described in WHC-CM-3-4 and is:
APPROVED FOR PUBLIC RELEASE.
WHC Information Release Administration Specialist:
C. Willingham 11/17/94
TRADEMARK DISCLAIMER. Reference herein to any specific coimmercial product, process, or service by tradename , trademark, manufacturer, or otherwise, does not necessariL~y constitute or impty its endorsement,recowMandai, or fvring by the United States Governmient or any agency thereof or its contractors orsubcontractors.
This report has been reproduced from the best available copy. Availtable in paper copy and microfiche.Printed in the United States of America. Available to the U.S. Department of Energy and its contractorsf roma:
U.S. Department of EnergyOffice of Scientific and Technical Information (OSTI)P.O. Box 62Oak Ridge, TN 37831Telephone: (615) 576-84.01
Available to the public from: U.S. Department of CommierceNational Technical information Service (NTIS)5285 Port Royal RoadSpringfield, VA 22161Telephone: (703) 487-4650
A-6001-400.2 (09/94) WEF256
THIS PAGE INTENTIONALLYLEFT BLANK
SUPPORTING DOCUMENT 1. Totat Pages 0
2. Titte 3 ubr4 e o
Construction Quality Assurance Report WHC-SD-W025-RPT-001 05. Key Words 6. Author
W-025 "Mo: V. RoschaRadioactive Mixed Waste Land Disposal Facility/Non-Drag-Off
7.0 OPERATIONAL FEATURES........................................ 487.1 LEACHATE TEMPORARY STORAGE TANK, PIPING, AND TRANSFER
PUMP..................................................... 487.2 CONTAINMENT BASIN AND CREST PAD.......................... 497.3 CONTROL BUILDING AND ELECTRICAL SYSTEM.................... 497.4 LIGHTING................................................. 507.5 DRAINAGE FEATURES........................................ 50
8.0 ACCEPTANCE TEST PROCEDURES..................................S51
1. Lining and Leachate Collection Systems 32. Engineering Change Notice Summary 53. Excavation & Backfill Materials Evaluation - Preconstruction Test Summary 84. Eolian Sand Preconstruction Test Summary 105. Bentonite Preconstruction Test Summary 106. Admix Preconstruction Test Summary 127. Granular Drainage Material Preconstruction Test Summary 138. HDPE Geomembrane Conformance Test Summary 159. Geonet Conformance Test Summary 1710. Geotextile Conformance Test Summary 181i. Geocomposite Conformance Test Summxary 2012. Top Course Preconsuruction Testing Summary 2113. Operations Layer Preconstruction Testing Summary 2214. Secondary Soil Liner Field and Laboratory Testing Summary 3115. Destructive Test Criteria 3316. Secondary Granular Drainage Material Construction Testing Summary 3817. Primary Soil Liner Field and Laboratory Testing Summary 40is. Primary Granular Drainage Material Construction Testing Summary 451 9. Top Course Laboratory Testing Summary 5020. Summary of Concrete Pours 51
FIGURES.
I1. Hanford 200 West Area Location2. Project W-025 Location in 200 West Area3. Geologic Map of Project W-0254. Geologic Cross Sections5. Subgrade, General Fill, and Top Course Moisture-Density Test Locations6. Secondary Soil Liner Moisture-Density Test Locations7. Shelby Tube Sample Locations8. Extrusion Weld Destructive Test Codes9. Fusion Weld Destructive Test Codes10. Toe of Access Ramp Tie-in Detail11. Primary Soil Liner Moisture-Density Test Locations
933-1354 i
WHC-SD-W025-RPT-001, Rev. 0
CONTENTS (Cont.)
AIPPENDICES:
Appendix A Construction Schedule and GCS Onsite CQA StaffAppendix B Summary of Submittal Reviews by GCS and GAIAppendix C Specification Clarifications and Engineering Change Notices
Appendix S '-_ectrica-D-esigr Engineers-Ob5rvauonts'D'uring ATP%'~Appendix T CQA Verification Surveys
Appendix T-lI SubgradeAppendix T-2 Top of Secondary Soil LinerAppendix T-3 Top of Secondary GravelAppendix T-4 Top of Primary Soil LinerAppendix T-5 Top of Primary GravelAppendix T-6 Top of Operations Layer
Appendix U Report: Soil Liner Test Fill and SDRI Test
Drawines
Sheet S-1 Secondary HDPE CGeomembrane Liner As-Built DrawingSheet P- I Primary HDPE Geomembrane Liner As-Built DrawingSheet I of 6 Subgrade As-BuiltSheet 2 of 6 Top of Secondary Admix As-BuiltSheet 3 of 6 Top of Secondary Gravel As-BuiltSheet 4 of 6 Top of Primary Admix As-BuiltSheet 5 of 6 Top of Primary Gravel As-BuiltSheet 6 of 6 Top of Operations Layer As-BuiltSheet ElI Pump Control Panel Layout and ScheduleSheet E2 Pump Control Wiring DiagramSheet E3 Pump Control Wiring DiagramSheet P01 Schedule of Control Panel EquipmentSheet PG2 Schedule of Control Panel Equipment
933-1354 v
THIS PAGE INTE NTION ALLYLEFT BLANK
WIIC-SD-WO2S-RPT-001, Rev. 0
1.0 INTRODUCTION
G~older Construction Services, Inc. (GCS) has performed quality assurance observation andtesting for the construction of the Radioactive Mixed Waste Land Disposal Facility, Project W-025,located in the 200 West Property Protected Area of the Hanford Nuclear Reservation, approximately30 miles north of Richland, Washington (Figures 1 and 2). This work was performed under ContractNo. DE-ACOG-85RLI 1615 between the United States Department of Energy and Golder AssociatesInc. (GM).
This report provides a sumnmary of the construction quality assurance (CQA) observation andtest results, including:
* The results of the geosynthetic and soil materials conformance testing;
" T7he observation and testing results associated with the installation of the soil liners-,
* The observation and testing results associated with the installation of the HDPEgeomembrane liner systems;,
" The observation and testing results associated with the installation of the leachatecollection and removal systems;
" The observation and testing results associated with the installation of the workingsurfaces.
The engineering design basis for the Non-Drag-Off Landfill. Project W-025, are not included inthis report, but are given in the following reports by Golder Associates Inc.:
0 Site Investization-Revort. Non-Drag-Off L.andfill Site, Low Level Burial Area No. 5.200 West Area, dated December 4, 1989.
0 Soil Liner/Leachate Compatibility Testing in Support of Proiect W-025. RadioactiveMixdWaste DisposlFaility not dated.
0 Design Report, Project W-025. Radioactive ixed Waste (RMW) Land DisposalFacility. Non-Drag-Off. Revision-I. dated November 12, 1992.
1. 1 SCOPE OF SERVICES
The scope of GCS' services included CQA observation and testing of Project W-025 inaccordance with the project Construction Quality Assurance Plan (CQAP). The CQA observation andtesting services included in this report took place between September 7, 1993 and October 7, 1994. Aschedule of CQA onsite personnel and specific construction activities is shown in Appendix A.
Construction documentation included daily ield reports which were submitted by all fieldpersonnel. The CQA Engineer prepared and submitted summary weekly field reports to the DOEContract Officer's Technical Representative (COTR), Westinghouse Hanford Company (WHC).
933-13541
WHC-SD-W025-RPT-01, Rev. 0
These reports are not included in th is document, but are available for review at the COTR and atGCS's Redmond, Washington, office. In addition, photographs were taken on a regular basis duringthe construction. Copies of these photographs have been turned over to WI-IC.
Delhur Industries, Inc. (Deihur) of Port Angeles, Washington, was the prime contractor for theproject. Deihur completed the Project W-025 excavation, subgrade preparation, general fill, soil liners,earthwork for the leachate collection and removal systems, and the protective layer for the Project W-025 constrction project. Installation of the secondary and primary geosynthetic liner systems, and thegeosynthetic materials for the secondary and primary leachate collection systems was pcerformed byGeoPacific Lining Inc. (GeoPacific) of Seattle, Washington, The leachate temporary storage tank wasfabricated by Quality Tank & Construction of Sandy, Oregon. Pumps and piping systems wereinstalled by Pilchuck Mechanical, Inc. of Renton, Washington. Electrical systems were installed by1R1' Electric, Inc. of Richland, Washington. Paving was installed by ACME, Materials & ConstructionCo. of Richland, Washington. Surveying services were provided by Permit Surveying, Inc. ofKennewick, Washington. Permit Surveying, Inc. (Permit) was also the Surveyor of Record for thisproject.
GOS CQA personnel or GMI Design representatives reviewed contractors' submnittals whichproposed methods and materials to be used during -construction of the Non-Drag-Off facility forcompliance with the. project specifications. A summary of the submittals reviewed by GCS and GAlis presented in Appendix B.
GCS also reviewed CQA verification surveys performed on GCS's behalf by Rogers SurveyingInc. of Richland, Washington, and record surveys performed by Permit, for the following:
Record drawings, prepared by Permit, as well as the geomembrane liner as-built pane! layoutdrawings, prepared by GCS, are included in Volume 2 of this report.
1.2 PROJECT DESCRIPTION
The Projec W-025 Radioactive Mixed Waste Land Disposal Facility, Non-Drag-Off, is alandfill which was designed to accept Low Level Radioactive Mixed Waste (LL-RMW). LL-R.MW% isthe combination of hazardous constituent and low level radioactive material. The landfill consists of adouble-lined, composite, soil liner/geosynthetic liner system and a leachate collection and removalsystemn. The layers of the lining system and the leachate collection system, from bottom to top, are asshown in, Table 1.
933.1354 2
WHC-SD-W025-R.PT-001, Rev. 0
2.0 PRECONSTRUCTION TESTING AND CONFORMANCE TESTING
The Quality Assurance Program Plan and the CQA Plan required precoristruction testing of thesoil materials and conformance testing of the geosynthetic materials proposed for use on this project.Testing of the proposed materials was performed to verify compliance with the project specifications.The frequencies and results of the preconstruction and conformance tests are presented below.
2.1 EXCAVATION AND BACKFIL
During the excavation of Project W-025, OCS personnel visualy classified the excavated soilsat least once per shift, as specified. Two general soil groups: silty fine sand (eolian sand); andgravelly sand to sandy gravel, were segregated and stockpiled as the excavation progressed. Theeolian sand was eventually used as a component in the admixture for the soil liner, as a general fillmaterial, and as an operations layer material. The gravelly soil was eventually used as a general fillmaterial and as an operations layer material.
Approximately 4,500 cubic yards of the ealian sand and gravelly sand materials were used forbackfilling in and around the landfill excavation. Thnree samples of these soils were tested by GCSpersonnel in the onsite soils laboratory to evaluate the materials. The material evaluation testingfrequency is summarized in Table 3.