foi_2009_0054_response_9/2/2009_sec 4 - Hanford Site

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Section 4] 

Document Inf ormation 

Document # FOIA-2009-0054 Revision 

Title 

FREEDOM OF INFORMATION ACT REQUEST (FOI 

2009-0054) 

Date 09/02/2009 

Originator RIEHLE bC Originator Co. bOE-RL 

Recipient JAR VI5 R Recipient Co. HEART OF 

References 

Keywords 

Projects 

__________AMERICA 

OCE, FOTA, SENSITIVE, PRIVATE CITIZEN 

NW 

Other 

Information___________________________

WHC-SD-W025-RPT-001, Rev. 0 

W-025-017 

ECN TDescription o. 

of Change 

If the installer elects to weld geomembrane seams in ambient temperatures 

below 400 F or above 1040 F, the installer must certify that such seams will be 

comparable to seams welded in ambient temperatures between 400 F and 104' 

F, and additional coupons (from the ends of such seamns) shall be tested to 

verify the quality of the welds. 

SDR 13.5 HDPE pipe or SDR 15.5 HDPE pipe may be used for the Collector 

Well. 

End caps shall be provided for the cleaout access pipes. 

"Valve" section of specifications shall be replaced with new section which 

includes specifications for a hose bib, and ball valves. Adds six valves to the 

valve schedule. 

Supply additional butterfly valves to allow recirculation of leachate. 

Supply two turbine metersto 'allow determination of the quantity of discharge 

from each the primfary and' secondary surmps. 

__________Mount a high level limit switch on the liquid level gauge. 

W-025-01 8 

W-025-019 

W-025-020 

W-025-021 

W-025-022 

Changed Design D~rawings to incorporate valves, meters, piping, and switch 

indicated by ECN #17 (W-025-017). 

Modified Acceptance Test Procedure. Major changes included testing spare 

pumps at the ground surface, testing flowmeters, and testing control panel 

heaters. 

Heat trace cable can be either 120 volt or 240 volt. A 30-Amp, two pole circuit 

breaker shall be used for 240 volt heat trace cable. 

Provide control panel heaters to maintain temperature within operating range of' 

components during cold weather. 

Lower subgrade elevations of truck staging area and site entrance road to allow 

installation of eight inches of top course and four inches of asphalt. 

Provide electric pump, accessories, and connections to allow removal of liquid 

from containment basin under leachate tankc. 

Provide stairway and railing to enable access to containment basin. 

933-1354 6


ECN No. 

W-0,25-007 

JDescription of Change 

Change Instrumentation/Electrical Acceptance Test Procedure: 

Circuit breaker for pump WSP I to be located on Panel A. 

Edit WP51 to W5P1. 

W-025-008 

W-025-009 

W-025-010 

Measure phase currents for pumps prior to testing. Verify that overload 

devices are sized correctly. 

Editorial changes to Design Drawings and title blocks of Drawings. 

Editorial changes to CQA Plan tables. 

Only two friction angle tests are required for each of the following interfaces: 

Textured geomeinbrane/soil liner 

Textured geomembrane/geocomposite 

__________ 

W-025-01 1 

W-025-012 

Geocomposite/operations layer 

Clarified CQA Plan such that only two friction angle tests are required for the 

interfaces indicated in ECN #10 (W-025-010). 

Move site access road northward approximately 10 ft to avoid an existing 

power pole. 

W-025-013 Nominal Transmissivity of geonet shall be a minimum of 0.001 ma/sec (4.8 

gallrnfr) at 10,000 psf normal load, and the Mass/Unit Area shall be a 

minimum of 22 ozlyd'. 

___________discharge 

W-025-014 

_________Trap 

W-025-015 

W-025-016 

Type A geotextile shall have Mass/Unit Area of 7.0 oz/yd' or greater, and 

Permittivity shall be 1.2 sec' or greater. 

1.5-in. diameter, SDR 11, HDPE pipe is acceptable for submersible pump 

piping. 

Type B geotextile shall have a minimum thickness of 170 mils, a minimum 

Tear Strength of 135 Ibs, and a minimum permittivity of 0.40 sec'. 

The first lift of admix material may be placed in a 12-inch thick loose lift. 

The minimum density of the resin used to manufacture the geotnembrane 

material shall be 0.930. 

933-1354 5

WHC-SD-W025-R'r-001, Rev. 0 

* Construction Quality Assurance Plan for Project W-025, Radioactive Mixed Waste 

(M) Land Disposal Facility-- Non-Drag-Off, Revision_3, prepared for the U.S. 

Department of Energy - Richland Operations Office, Contract No. DE-ACO6- 

89R.LI1615, by Golder Associates Inc., dated May 21, 1993. 

* Qualit-y.Assurance Prozm Plan for Project W-025. Radioactive Mixed Waste (RMVT) 

Land Disposal Facility - Non-Drag-Off. Revision 3 prepared for the U.S. Department 

of Energy - Richland Operations Office, Contract No. DE-AC06-89RL1 1615, by 

Golder Associates Inc., dated April, 1991. 

Construction issues were discussed and clarified in a preconstruction meeting which was held at 

the offices of Kaiser Engineers Hanford on August 25, 1993. Minutes of the meeting, recorded by 

Kaiser Engineers Hanford, are included in Appendix C-1. 

A second preconstruction meeting, with GCS and GeoPacific personnel in attendance, was held 

onsite on November 17, 1993, to discuss and clarify geosynthetics installation issues. Minutes of the 

meeting, recorded by GCS, are included in Appendix C-2. 

During construction of the landfill, seveial Issues regarding design and construction were 

encountered. These issues were discussed with the Design Engineer of record, Golder Associates Inc. 

(GAI), and resolutions to the issues were determined. An -Engineering Change Notice (ECN) was 

prepared by the Design Engineer for each construction issue which warranted a design or specification 

change. These documents ame included in Appendix C-3. 

Engineering Change Notices (ECN) W-025-006 through W-025-026, W-025-028, W-025-029, 

W-025-031, and W-025-032 arm summnarized in Table 2. ECNs W-025-001 through W-025-005 were 

completed prior to the bidding date for this project, were incorporated to the specification package and 

Design Drawings prior to the bid date and are not included in Table 2. ECNs W-025-027 and W-025- 

030 involved the second landfill, Project W-02SA, and are not included in Table 2. 

Table 2. Engineering Change Notice Summary. 

ECN NO. IDescription of Change 

W-025-006 

Submit qualifications of organization and personnel who will serve as 

geosynthetics installer. 

Add section to specifications for Dry Type Transformers. 

Pole mounted transformers - change from 75 KV BEL to 95 KV BEL. 

Open fuse cutouts shall be extra heavy duty, 100 Amp continuous, 5600 Amp 

interrupting duty or better. Cutouts shall be fused with ir fuses. 

__________Grounding shall be performed in accordance with NE6SC rules 96 & 97. 

933-1354 4

WHC-SD-W025-RPT-00l. Rev. 0 

Table 1. Lining and Leachate Collection Systems. 

LAYER FLOOR OF FACILITY SLOPES OF FACILITY 

Secondary Liner 3.1-ft thick soil liner 3.1-ft thick soil liner 

______________60-mil, smooth IWPE liner 60-miu, textured HDPE liner 

Secondary Leachate Geonet Geonet-Geotextile 

Collection System 16-oz.Iyd 2 geotextile Goopst 

1.0-ft thick layer of drainage 

gravel 

1 6-ozlyd 2 geotextile _____________ 

Primary Liner 1.5-ft thick soil liner 60-mil, textured HDPE liner 

_____________60-mil, 

smooth HDPE liner 

Primary Leachate Geonet Geonet-Geotextile 

Collection System 16otd etxieGeocomposite 

1.0-ft thick layer of drainage 

gravel 

7-oz/yd 2 geotextile 

____________ 

rOperations Layer 3.0-ft thick gravel/eolazi sand 3.0-ft thick Eolian sand 

The leachate removal systems included pumps, HDPE piping, stainless steel piping, and a 

leach ate temporary storage tank. 

1.3 PROJECT SPECIFICATIONS 

The work performed for the Project W-025 construction project was completed according to the 

following documents, plans, and specifications: 

" Material Spoecifications and Construction Requirements for the Radioactive Mixed 

Waste Land Disposal facility. Non-Drae-Off. Project W025, Revision 2 prepared for 

the U.S. Department of Energy-Richland Operations Office, Contract No. DE-AC06- 

89RL 1615, by Golder Associates Inc., dated May 26, 1993. 

* Construction Plans for Radioactive Mixed Waste (RMW) Land Disposal Facility, Non- 

Drag-Off. Project W-025. prepared by Golder Associates Inc., dated May 21, 1993. 

93341354 3

'6 i 

WHC-SD-W025-RPT-0I, Rev. 0 

" SW - Well graded sand 

" SP' - Poorly graded sand 

" SM - Silty sand 

* SC - Clayey sand 

The results of the preconstruction materials evaluations indicated that the tested samples met the 

requirements of the specifications for both backffll materials and operations layer materials. Ile 

results of these tests are presented in Appendix D- 1. 

2.2 SOIL LRNER 

Approximately 20,000 cubic yards of soil liner material were prepared between October 4, 1993 

and November 15, 1993 for use in the Project W-025 test tills, secondary soil liner, and primary soil 

liner. The soil liner material consisted of an admixture (admix) of eolian sand stockpiled during 

landfill excavation and imported bentonite. A nominal bentonite content of 12 percent with an 

allowable range of I I percent to 14 percent (by weight) was required by the project specifications. 

American Colloid Company of Upton, Wyoming, supplied the bentonite used in the admix. Prior to 

mixing, prcconstrtion testing of the admix components was required. 

2-2-1 Bolimu Sand 

Two sets of grain-size determinations were performed on samples of eclian sand before the sand 

was mixed with bentonite. During the excavation of Project W-025, the eolian sand was sampled and 

tested as the material was stockpiled. This first set of grain-size determinations was performed to 

verify that the stockpiled ealian sand was suitable for use as soil liner material, backfill material, or 

operations layer material. Just prior to mixing the stockpiled eolian sand with bentonite, a second set 

of grain-size determinations was performned. The second set of tests was performed to determine the 

percentage of fines (minus #200-sieve particles) in each sample. This percentage of fines in the sand 

was used, along with the percentage of fines in the sand-bentonite admix, to determine the bentonite 

content of the admix. Less than 20,000 cubic yards of eolian sand were admixed with bentonite, and 

the tests performed on the eolian sand resulted in an approximate frequency of one test for every 500 

cubic yards of eolian sand used in the admix, exceeding the specified requirement of one test for every 

1,000 cubic yards of eolian sand used. The frequency of the preconstruction tests performed on the 

eolian sand is summarized in Table 4. 

Table 4. Eolian Sand Preconstruction Test Sumrnry. 

NM1UM 

1ET TESTS 

TESTS 

FREQUENCY ______ ____ REQUMEEDJ PER~FORMED 

One Test IParticle Size (ASTM D)422) 20 140 

The tests on the eolian sand were performed by GCS personnel in the onsite soils laboratory. 

The results of these tests are presented in Appendix D-2 and show that the tested samples met the 

project specifications. 

933-1354 9

WHC-SD-.W025-RPT-001, Rev. 0 

2.2.2 Bentonite 

As bentonite was delivered to the site, samples of the bentonite were periodically tested to 

verify that the bentonite's properties were consistent with the specified properties for 91-barrel yield 

bentonite. A total of 3,743.3 tons of bentonite were delivered to the jobsite, and nine samples were 

tested, resulting in an approximate frequency of one preconstruction test for every 416 tons of 

bentonite delivered to the site. This testing frequency exceeded the required frequency of one test for 

every 500 tons of bentonite delivered. A summary of tests performed on the bentonite is presented in 

Table 5. 

Table 5. Bentonite Preconstruction Test Summary. 

MINTUM TESTS 3 TEST'S J TESTS 

FREQUENCY REQUIRED PERFORMED 

One Test Fines Content (API 13A, Sec 4) 

Per Filtration (API 13A, Sec 4) 8 9 

500 Tons Viscosity (API RP 13B, Sec; 2.3)* 

Free Swell (USP-NF-XVII 

____________ 

* Specifications indicated API B3A, Sec 4 (Direct indicating viscometer). American 

Colloid established a correlation between the direct indicating viscometer and the Marsh 

funnel viscosity. Therefore, API RI' 1313, See 2.3 (Marsh funnel) was used to determine 

the viscosity. A copy of the correlation between the two methods of viscosity 

meaurement is included in Appendix D-3.2. 

The bentonite preconstruction tests were performed by GCS personnel in the onsite soils 

laboratory. The results of the tests indicated that the tested bentonite, samples met the requirements of 

the specifications. A summnary of the bentonite test results is presented in Appendix D-3.1. 

Thie specifications required the manufacturer to submit a bentonite yield certificate for every 500 

tons of bentonite delivered to the site. Thirty-nine rail cars delivered a total of approximately 3,743 

tons of bentonite, and the supplier submitted 31 certificates of analysis, resulting in an approximate 

frequency of one certificate of analysis for every 121 tons of bentonite delivered. OCS reviewed the 

certificates and verified that the bentonite conformed to the specifications. Copies of the certificates of 

analysis are included in Appendix D-3.3. 

2.2.3 Admix 

After the completion of the mixing of bentonite, eolian sand, and water, but prior to the 

placement of the material, preconstruction tests were performed on the admix. The specifications 

required an admix moisture content of I percent to 5 percent above the optimum moisture content, a 

bentonite content o~ ;I1 percent to 14 percent, and a hydraulic conductivity (permeability) of less than 

or equal to I x 10- cm/s. 

Preonstruction moisture content tests were performed at an approximate frequency of one test 

for every 513 cubic yards of admix produced, exceeding the specification's requirement of one 

moisture test for every 1,000 cubic yards of admix produced. The admix was tested for bentonite 

933-1354 10

- L.I)~L/lj U 


content at an approximate frequency of one test for every 833 cubic yards of admix produced, 

exceeding the specification's requirement of one bentonite content test for every 1,000 cubic yards of 

admix produced. 

A suite of three tests, including a laboratory recompacted hydraulic conductivity test, a 

Standard Proctor moisture-density test, and an Atterberg Limits test was performed on each of six 

samples of the admixture, resulting in an approximate testing frequency of one suite of tests for every 

3,333 cubic yards of admix produced, and exceeding the specification's requirement of one suite of 

these tests for every 5,000 cubic yards of admix produced. The reconipacted hydraulic conductivity 

tests were performed by GAI's soils laboratory, located in Redmond, Washington. Standard Proctor 

and Atterberg Limits preconstruction tests were performed in GCS's onsite soils laboratory. The 

preconstruction testing frequency for the admix is summarized in Table 6.. 

Table 6. Admix Preconstruction Test Summary. 

MINIMUM TESTS I TESTS TESTS 

FREQUENCY IREQUIRED PERFORMED 

One Test Moisture Content (ASTM D22 16) 20 39 

Per 

1,000 yd 3 Bentonite Content (ASTM D422) 20 24 

One Test Standard Proctor (ASTM D698) 

Per Atterberg Limits (ASTM D43 18) 4 6 

5,000 yd' Permeability (ASTM D5084) _______ _______ 

-* The preconstruction test results indicated that the tested samples met the requirements of the 

project specifications. The results of these conformance tests are presented in Appendix D-4. 

Preconstruction laboratory testing indicated that the designed admixture; when properly mixed, 

moisture conditioned, placed, and compacted; would meet the project permeability requirement of less 

than or equal to I x 10"' crn./s. CQA tests on test fills and a Sealed Double-Ring Infiltrometer (SDRI) 

test demonstrated that the contractor's equipment and methods were capable of preparing, placing, 

and compacting the admix such that the specified permeability could be achieved. The results of tests 

performed on the test fills, and the results of the SDRI test are presented in GCS's report Oualitv 

Assurance, Observation and Testing. Soil Liner Tost Fill and SDRI Test. Radioactive Mixed Waste 

Land Disposai Facility. Noi-Drag-Off. Proiect W-025, dated May, 1994, and presented in 

Appendix U. 

2-3 GRAN4ULAR DRAINAGE MATERIAL 

Two types of granular drainage media were used in the drainage layers for both the secondary 

and primary leachate collection systems. Drainage gravel, generally a sandy pea-gravel, was used on 

the floor of each of the systems; and sump gravel, generally a clean, medium-sized gravel, was used 

in the sump of each system. Prior to the use of these materials, samples were obtained from the 

supplier, ACME Materials and Construction Co., of Richland, Washington, and preconstruction tests 

were performed. Preconstruction testing of the drainage gravel and sump gravel included a suite of 

933-1354 11


three tests: Sieve analysis; permneability; and slake durability. The suite of preconstruction tests was 

performed on four samples of the drainage gravel and one sample of the sumup gravel, resulting in 

preconstruction testing frequencies of one suite of tests for every 450 cubic yards of drainage gravel, 

and one suite of tests for every 250 cubic yards of sump gravel. These preconstruction testing 

frequencies exceeded the specification's required testing frequency of one suite of tests for every 500 

cubic yards of gravel. The sieve analyses 'were performed in GCS's onsite soils laboratory. 

'Permetability tests were performed by GAI's soils laboratories located in Redmond, Washington, and 

Mt. Laurel, New Jersey. A simulated leachate was used during the slake durability tests, which were 

performed by GAI's soils laboratory located in Redmond, Washington. The preconstruction testing 

frequencies for the granular drainage materials are summarized in Table 7. 

Table 7. Granular Drainage Material Preconstruction Test Summary. 

MINIMUM TESTS TESTS I TESTS 

FREQUENCY j _REQUIR.EDj PERFORMED 

Drainage Gravel 

Particle Size (ASTM C136) 

One Test Permeability (ASTM D2434) 4 4 

Per Slake Durability (ASTM D4644) 

500 yd' _______ 

Sun Gravel 

Particle Size (ASTM C 136) 


Per Slake Durability (ASTM D4644) 

500 yd' I _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ __ _ _ I__ 

The preconstruction test results indicated that the sampled granular drainage materials met the 

requirements of the specifications. The results of these preconstruction tests are presented in 

Appendix D-5. 

2.4 HDPE GEONEMEBRANE 

The geomembrane liner delivered to the site was high density polyethylene (HDPE), 

manufactured by SLT North America, Inc. (SLT), of Conroe, Texas. Three types of this material 

were delivered between October 29, 1993, and January 12, 1994, and included the following: 

" Textured, 60-mil thick, HDPE geomembrane liner (for use on the slopes and in the 

sump of the landfill) 

* Smooth, 60-mul thick, HDPE geomemnbrane liner (for use on the floor of the landfill1) 

* Smooth, 8O-mil thick, HDPE geomembrane liner (for lining beneath the truck 

unloading area and lining the concrete containment areas around the leachate tank) 

During the manufacture of the above HDPE liner materials for Project W-025, a GCS 

representative visited SLT's manufacturing plant on four occasions to review the manufacturing 

933-1354 12

WHC-SD-W025-RPT-01, Rev. 0. 

process, quality control, laboratory facilities, and testing procedures. During one visit, GCS's 

representative observed an excessive amount of recycled regrind being added to the resin, and brought 

this to the attention of the manuifacturer. The manufacturer opted to prepare a new batch of resin for 

material production for Project W-025. The manufacturer certified that no more than two percent 

recycled regrind had been added to the resin for any of the HDPE liner material produced for this 

project. A Surveillance Inspection Report was written by the GCS representative for each of the four 

manufacturing plant visits. Copies of these reports are included in Appendix E-1. 

Approximately 362,000 square feet of textured, 60-mil thick, HDPE geomembrane liner; 

33,500 square feet of smooth, 60-mil thick HDPE liner; and 25,200 square feet of smooth, 80-mul 

thick HDPE liner were delivered to the site. These materials were sampled and tested by GCS for 

conformance with the project specifications. Ten rolls of the textured material were sampled and 

tesed, resulting in an approximate frequency of one conformance test for every 36,200 square feet of 

textured HDPE geomernbrane liner delivered to the site. One 60-mul thick roll of the smooth, HDPE 

liner material was sampled and tested, resulting in an approximate frequency of one conformance test 

for every 33,500 square feet of material delivered. Three samples, one from each resin lot delivered 

to the site, of the 80-mil thick, smooth, HDPE liner material were sampled and tested, resulting in an 

approximate frequency of one conformance test for every 8,400 square feet of material delivered. 

The conformance testing frequencies met or exceeded the specifications' requirement of a minimum of 

one conformance test for every 50,000 square feet of material delivered to the site, or a minimum of 

one conformance sample for each lot of material delivered. 

Additional conformance testing of the material properties of the geomembrane included 

fingerprinting analyses and direct shear testing. Fingerprinting analyses, including tests of the 

material's specific gravity, melt index, and crystallinity were performed on two samples of the 

geomembrane. Two direct shea tests were performed on samples of the textured HDPE liner and the 

soil liner material as required by the specifications. A summary of the HDPE liner conformance 

testing frequency is presented in Table 8. 

Table 8. HDPE (Jemembrane Conformance Test Summary. 

MINIMUM TESTS j TESTS TESTS 

FREQUENCY I______________ REQUIRED PERFORMED 

TexureQ60mil Sp. Gravity (ASTM D792 or D1505) 

Carbon Black Content (ASTM D1603) 

One Test per Carbon Black Dispersion (ASTM 10 10 

.50,ODO fr2or D 1603) 

One test/Lot Thickness (ASTM D1593) 

Tensile Properties (ASTM D638) 

Two Tests Total Friction Angle of Interface with Admix 2 2 

(Direct Shear Method) 

_____________ 

933-1354 13


MINIMUM TESTS TESTS! TESTS 

FREQUENCY 1REQUIRED PERFORMED 

Smooth 60rmiI Sp. Gravity (ASTM D792 or D1505) 

Carbon Black Content (ASTM D 1603) 

One Test per Carbon Black Dispersion (ASTM11 

50,000 ft 2 or D 1603) 


Tensile Properties (ASTM D)638) 

Smooth 80-mul Sp. Gravity (ASTM 1D792 or D)1505) 

Carbon Black Content (ASTM D1603) 

One Test per Carbon Black Dispersion (ASTM 3 3 

50,000 ft' or D1603) 


Tensile Properties (ASTM D)638) 

The conformance samples were tested by GCS's geosynthetics laboratory located in Duluth, 

Georgia and the direct shear tests were performed at Golder Associates Ltd. soils laboratory 'located 

in Calgary, Alberta. The results of the direct shear tests were reviewed by GCS CQA personnel and 

the GAI Design Engineer. The direct shear test results met the requirements of the specifications. 

The remainder of the conformance test results were reviewed by GCS for compliance with the project 

specifications. With only one exception, the tested material met the requirements of the 

specifications. One roll of smooth, 8O-mul thick, HDPE geotnembrane liner from a different lot than 

those used was rejected because the conformance test results indicated that the density and carbon 

black content were lower than specified. This roll was rejected for use in Project W-025. The 

results of the conformance tests are presented in Appendix E-2. An inventory of the rolls of IIDPE 

geomnembrane liner delivered to the site is also included in Appendix E-2. 

The manufacturer of the geomembrane (SLT North America) provided the following 

documentation for the HDPE liner materials delivered to the site: 

0 Fingerprinting analytical data 

* A report, issued by Geosyntec Consultants, of Atlanta, Georgia, which presents the 

results of friction angle tests 

* Certification that HDPE liner materials meet the requirements of the specifications 

0 Quality Control (QC) Roll Test Data Report for each roll of HDPE geomnembrane 

liner 

* Certificate of Analysis for each resin lot used to produce the delivered rolls 

a 

Certification that the resin contains no reclaimed polymer and ]ess than two percent of 

recycled trim 

933-1354 14

WHC-SD-W025-RPT-00l, Rev. 0 

*Certification that the materials passed the 2000-hour Environmental Stre'ss Crack 

Resistance test 

" Certification that the materials meet the specification's requirements for Resistance to 

Soil Buria 

" Certification that the welding extrudate (rod and resin) is manufactured from the same 

base resin type and will exhibit similar physical characteristics as the geomembrane 

* Certification that the material contains only virgin polyethylene resin and carbon black 

" Certification of the consistency of the material 

GCS personnel and/or GAl Design Engineers reviewed the above documents for conformance 

to the project specifications. Copies of these certificates are included in Appendix E-3. 

2.5 GEONET 

The HDPE geonet delivered to the site was TENAX CE-2, manufactured by TENAX 

Corporation, of Jessup, Maryland. Approximately 50,700 square feet of geonet were delivered to the 

site on October 13, 1993. A total of two rolls were sampled and tested for conformance with the 

project specifications, resulting in an approximate testing frequency of one conformance test for every 

25,350 square feet of material delivered to the site, exceeding the specification's requirement of one 

conformance test for every 50,000 square feet of geonet delivered to the site. The geonet 

conformance testing frequency is summarizeid in Table 9. 

Table 9. Geonet Conformance Test Summary. 

MINIMUM 1TESTS TESTS I TESTS 

FREQUENCY IREQUIRED PERFORMED 

ISpecific Gravity (ASTM D792 or 

One Test per DI1505) 2 2 

50,000 ft 2 Thickness (ASTM D1777) 

Transmissivity (ASTM D4716) 

Mass per Unit Area (ASTM D3776) _______ _______ 

The conformance samples were tested by GCS's geosynthetics laboratory in Duluth, Georgia. 

GCS reviewed the conformance test results for compliance with the project specifications. The 

conformance tests indicated that the tested samples met the requirements of the project specifications. 

The conformance test results are given in Appendix F-1. An inventory of the rolls of geonet 

delivered to the site is also included in Appendix F-i. 

The manufacturer of the geonet (TENAX Corporation) provided certification and quality 

control (QC) data for the material delivered to the site. GCS reviewed these documents for 

compliance with the specifications. With one exception, the documents indicated compliance with the 

specifications. The manufacturer's QC tests indicated that the specific gravity of the geonet was 

933-1354 15

W14C-SD-W025-RPT-O01, Rev. 0 

0.946, whereas G3CS's conformance tests indicated a geonet specific gravity of 0.940 to 0.94 1. The 

specifications require a geonet specific gravity less than that of the 60-mil thick HDPE geomembrane 

upon which the geonet was to be installed. GCS's conformance tests on the 60-mil geomembrane 

indicated specific gravities ranging from 0.942 to 0.945, and the geomembrane manufacturer's 

(SLT's) QC tests on the 60-mul geornernbraxie indicated specific gravities ranging from 0.942 to 

0.947. GCS's conformance tests on the geonet indicated that the specific gravity of the geonet met 

the requirements of the specifications, whereas TENAX'es QC tests indicated specific gravity of the 

geonet was greater than the specific gravity of the geornembrane. TENAX wrote a letter which 

clarified their position that interlaboratory precision and the accuracy of the standard test method were 

the most probable causes for the discrepancies. TENAX also indicated that valid comparisons of the 

specific gravities of the geonet and geomrnbrane can only be made if both materials are tested by the 

same testing laboratory. GCS personnel and GAI design personnel reviewed thc data and the letter 

from TENAX, and determined that, based on the data from a common laboratory, the geonet's 

specific gravity met the requirements of the specifications. The manufacturer's quality control 

documents and the letter regarding the geonets' specific gravity are included in Appendix F-2. 

2.6 GEOTEXTILE 

The geotextile materials delivered to the site were Nicolon S700 (seven-oz/yd' fabric) and 

Nicolon S 1600 (1 6.ozlyd 2 fabric) manufactured by Nicolon Corporation, of Norcross, Georgia. The 

geotextiles are non-woven, needle-punched, polypropylene. Approximately 72,000 square feet of S700 

geotextile were delivered to the site on October 4, 1993, and on January 12, 1994, and 112,500 

square feet of S 1600 geotextile were delivered to the site on October 4, 1993. Two rolls of S700 

fabric, and three rolls of the S 1600 fabric were sampled and tested for conformance with the project 

specifications, resulting in approximate frequencies of one conformance test for every 36,000 square 

feet of seven-ounce material, and one conformance test for every 37,500 square feet of the 16-ounce 

material. These conformance testing frequencies exceed the specified minimum frequency of one 

conformance test for every 50,000 square feet of material. The geotextile conformance testing 

frequencies are summarized in Table 10. 

Table 10. Geotextile Conformance Test Sumnmary. 

MINIMUM TESTS I TESTS TESTS 

FREQUENCYj _REQUIRED_ PERFORMED 

5even-oz/vd 2 1 Mass per Unit Area (ASTM D3776) 

Fabric Grab Strength (ASTM D4632) 

Tear Strength (ASTM D4533) 

Burst Strength (ASTM D37 86) 

One Test per Puncture Strength (ASTM D4833) 

50,000 ft2 Thickness (ASTM D1777) 

Permnittivity (ASTM D4491) 

2 -2 

____________ACS 

(ASTM D4751)______ 

933-1354 16

WHC-SD-WO2S-RPT-O01, Rev. 0 

MJNIMvWM TESTS TESTS TESTS 

FREQUENCY ___________~ REQUIR.ED jPERFORMED 

16-oztvd 2 Fabric Mass per Unit Area (ASTM D3776) 

Grab Strength (ASTM D)4632) 

Tear Strength (ASTM D)4533) 

One Tever Burst Strength (ASTM D)3786) 3 3 

50,00Puncture Strength (ASTM D)4833) 

Thickness (ASTM D1777) 

Permittivity (ASTM D4491) 

AOS (ASTM D4751) 

__________ 

The conformnance samples were tested by GCS's geosynthetics laboratory in Duluth, Georgia. 

GCS reviewed the conformance test results for compliance with the specifications. The conformance 

test results indicated that the tested samples of the materials delivered to the site on October 4, 1993, 

including 48,000 square feet of S700 fabric and 112,500 square feet of S 1600 fabric, met the 

requirements of the specifications. These materials were designated for use inside the landfill. 

A conformance test result for a sample of the 24,000 square feet of S700 fabric delivered to the 

site on January 12, 1994, indicated that the sample did not meet, the specification's minimum 2 

requirement for thickness. This material was rejected for use in Project W-025 where seven-oz/yd 2 

- gotextile was specife. Due to a shortage of S 1600 fabric, which was specified for use as a cushion 

layer on the geomernbrane liner in the truck unloading area, three layers of the deficient S700 fabric 

were designated for use as replacement material for the S 1600 fabric in the truck unloading area by 

the Design Engineer (Appendix C-3). The use of S700 fabric was allowed in the truck unloading area 

because three layers of the deficient S700 fabric would provide a thicker cushion on the geotnembrane 

than would a single layer of the S1600 fabric. 

The conformance test reslts for the geotextiles are presented in Appendix G3-1. An inventory 

of the rolls of geotextile delivered to the site is also included in Appendix G3-1. In addition to 

reviewing conformance test results, GCS personnel reviewed manufacturer's certifications and QC data 

for compliance with the specifications for the geotextiles. The manufacturer's certification and quality 

control documents for the delivered materials are included in Appendix G-2. Additionally, GCS5 

reviewed the manufacturer's certification of the thread used for sewing the geotextiles. This document 

is also included in Appendix G3-2. 

2.7 GEOCOMIPOSITE 

The geocomposite delivered to the site was SLT's GS-228. The geocomposire consisted of 

Nicolon 5700 geotextile thermally bonded to the top and bottom of TENAX CE-2 geonet 

Approximately 355,700 square feet of GS-228 geocornposite were delivered to the site between 

November 8, 1993 and January 12, 1994. Eight rolls of GS-228 were sampled, and the geotextile 

component was tested for Apparent Opening Size (AOS) to determine conformance with the project 

specifications. The resulting testing frequency was approximately one conformance test for every 

44,500 square feet of geocornposite delivered to the site, exceeding the specification's requirement of 

one conformance test for every 50,000 square feet of geocomposite. 

933-1354 17

WHC-SD-W025-RI'T-00l, Rev. 0 

in addition to the above conformance testing of the geocomzposite, two friction angle tests, 

using the direct shear method, were performed on the interface between the geocomposite material 

and the textured HDPE liner. Two friction angle tests were also performed on the interface between 

the geocomposite and the operations layer soil. The geocomposite conformance testing frequencies 

are summarized in Table 11. 

Table i1. Geocomposite Conformance Test Summary. 

NMMUM T TSf TESTS TESTS 

FREQUENCY 11REQUIRED PERFORMED 

One Test per AOS (ASTM D4751) 8 8 

50,000 ft 2 Friction Angle of Interface 

Two Tests Total with Textured HDPE 2 2 

______________ (DiectShearMethod)_______ _______ 

Friction Angle of Interface 

Two Tests Total with Operations Layer 2 2 

______________ (DirectShearMethod)_______ 

The ACS conformance tests were performed by GCS's goosynthetics laboratory, located in 

Duluth, Georgia. The direct shear tests were performed by Golder Associates Ltd. soils laboratory, 

located in Calgary, Albert. The test results were reviewed for conformance to the specifications by 

GCS personnel and the GAI Design Engineer, and are presented in Appendix-H-i. The tested 

samples met the project specifications. An inventory of the rolls of geocomposito delivered to the site 

is included in Appendix H-1. 

In addition to reviewing conformance test results, GCS reviewed manufacturer's certification 

and QC tast results for the geocoinposite. The manufacturer's infommion indicated that the firt 50 

delivered rolls of geocomposite were manufacturered using a geotextile that did not meom the 

requirements of the project specifications. These 50 rolls of geocomposite were rejected. The 

manuftcume then produced geowtmposite composed of the specified materials, and shipped the new 

geocomposite to the jobsite. The manufacturer's QC test data for the new material indicated that 

several rolls failed the manufacturer's QC tests. Assuming that the manufacturer tested samples from 

the trailing edge of each roll of material, and that the traiing edge of one roll is the same as the 

leading edge of the next consecutively produced roll of material, deficient material on the trailing 

edge (outside) of a roll of material would also indicate deficient material on the leading edge (inside) 

of the next consecutively produced roll. Therefore, GCS determined that the failing tests affected a 

total of eight rolls of the new material. All eight of these rolls of geocomposite were also rejected by 

GCS for use in Project W-025, and the contractor removed all of the rejected rolls from the jobsite. 

The manufacturer's QC test data and certification of the geocomposite are included in Appendix H1-2. 

Deihur arranged for the performance of two friction angle tests each for the interface between 

the geocomposite and the textured HDPE liner, and for the interface between the geocomposite and 

the operations layer material. GCS CQA personnel and GAI Design personnel reviewed the 

contractor's test results for conformance to the requirements of the specifications. The results of the 

contractor's friction angle tests for the geocornposite/textured geomembrane and 

933-1354 18

WHC-SD-WO25-RPT-OO1, Rev. 0 

interfaces are included in Appendix E-3 with the friction angle data for the tests performed on the soil 

liner/textured geomembrane interface. 

2.8 HIJPE PEPE AND STAINLESS S7E1M PIP 

The HDPE pipe delivered to the site was produced by Polaris Pipe Co., of Van Nuys, 

California, and was supplied by Industrial Plastics, Inc.. of Washougal, Washington. The 

specifications required no QA conformance tests for these materials. H~owever, the contractor was 

required to submit quality control certificates for the pipe, and qualifications of the pipe joining 

personnel. G3CS reviewed these documents. The documents indicated that the pipe conforms to 

ASTM D1248, Type MI, Class C, Category 5, Grade 34; call classification 345434C per ASTM 

D3350; and that the proposed joining personnels' qualifications met the requirements of the 

specifications. All onsite joining of the 1HDPE pipe was performed by certified personnel. Copies of 

the manufacturer's certificates and the qualifications of the pipe joining personnel are included in 

Appendix I-1. 

The stainless; steel pipe delivered to the site was Schedule 40 Type 316, as required by the 

specifications. No QA conformance -tests were required for the stainless steel pipe. However, 

manufacturers' certifications for the pipe are included in Appendix 1-2. 

2.9 TOP COURSE 

Top course material for Project W-M2 was supplied by ACME Materials and Construction Co., 

of Richland, Washington. 'The top course was used as a road-base material on the access ramp, the 

perimeter road, the truck staging area, the truck unloading area, and the site entrance. Prior to 

construction, GCS personnel obtained samples of the top course material from the supplier, and 

performed the required preconstruction tests. The top course preconstruction tests are summarized in 

Table 12. 

Table 12 Top Course Preconstruction Testing Summary. 

M1NlMJM TESTS TESTS TESTS 

FREQUJENCY ___________[REQUIRED IPERFORMED 

One Test Particle Size (WSDOT 1991 

Prior to Sec. 9-03.9.3)1 

Construtction Mod. Proctor (ASTM D1557) 

The results of the preconstruction tests on the top course material indicated that the tested 

sample met the requirements of the specifications. The test results are presented in Appendix D-6. 

2.10 OPERATIONS LAYER 

The operations layer materials for Project W-025 were segregated and stockpiled as excavation 

of the facility progressed. Eolian sand was stockpiled, and designated for use as operations layer 

material on the slopes of the facility, for use in the admix, and for use as general fill material. Sandy 

gravel to grav'elly sand was stockpiled, and designated for use as operations layer material on the floor 

933-1354 19


of the facility, and for use as general fill material. GCS personnel performed 21 preconstruction sieve 

analyses and hydrometer tests on the eolian sand, and two preconstruction sieve analyses and 

hydrometer tests on the gravelly materials as they were stockpiled. Based on the Design Engineer's 

estimate of 15,690 cubic yards of soil required for use as operations layer material, the 23 

preconstructiori tests resulted in a frequency of one preconstruction .test for every 682 cubic yards of 

operations layer material. This testing frequency exceeded the specification's requirement of one 

preconstruction test for every 2,000 cubic yards of operations layer material. The preconstruction tests 

are summarized Table 13, 

Table 13. Operations Layer Preconstruction Testing Summary. 

IND"U TEST1S TESTS TESTS 

FREQUENCY ____________ REQUIED jPERFORMED 

One Testper Hydrometer and Sieve 8 23 

2,000 yd3 (ASTM D422) I_______ 

The specifications required that the operations layer material meet the specification's 

requirements for backfill material, previously discussed in Section 2.1 of this report. The results of the 

preconstruction tests indicated that the tested samples met these requirements. The preconstruction. test 

results for the operations layer material are presented in Appendix D-7. 

933-1354 20

WHC-SD-W025-RPT-001, Rzv. 0 

3.0 EXCAVATIONISUBGRADE PREPARATION 

Project W-025 was excavated by Deihur Industries, Inc., of Port Angeles, Washington, in 

loose to compact eolian sand, and dense to very dense sand and gravel deposits. Deihur began the 

excavation on September 13, 1993, and completed the excavation on September 25, 1993. The 

following equipment was used during the excavation and subgrade preparation phases of construction: 

* Hitachi EX 1000 Excavator 

* 3 International, 50-ton, Payhiauler, End-Dump Trucks 

* Caterpillar D-9 Bulldozer 

* Caterpillar D-5 Bulldozer 

* John Deere (JD) 772A Grader 

* 3500-Gallon Water Truck 

" Ray Go Rascal 410A, Smooth-Drum, Vibratory Compactor 

* Caterpillar 988B Loader 

3.1 GEOLOGIC SIT CONDITIONS 

The excavation of the Project W-025 Landfill was monitored to confirm the 

geological/geotechnical conditions described in the design report and to confirm that the excavated 

materials were placed in the proper stockpiles. Upon completion of the excavation, the landfill 

subgrade was geologically mapped. 'The results of the geological mapping are described below. 

3.1.1 General 

The Project W-025 Landfill is located within the 200 West area of the Hanford Nuclear 

Reservation. The Hanford Nuclear Reservation lies within the Columbia Plateau geological province. 

The Columbia Plateau province is defined by the lateral extent of the Columbia River Basalt Group, a 

sequence of Miocene basaltic lava flows that cover an estimated 63,000 square miles of the states of 

Washington, Oregon, and Idaho. Large-scale tectonic deformation in the plateau has resulted in the 

formation of several broad structural and topographic basins. The Hanford Reservation lies within 

the Pasco Basin. 

The Pasco Basin represents a topographic low within the Columbia Plateau. The confluence of 

the Columbia, Snake, Yakcima, and Walla Walla Rivers occurs in the Pasco Basin. Late Pleistocene 

catastrophic flooding and Holocene eolian processes have created an extensive system of channel bar 

deposits, flood plains, sand dunes, and loess deposits within the central portion of the basin. 

Significant geomorphic features within the central part of the basin include the Cold Creek Bar on 

which the 200 West area is located, the Central Hanford Sand Plain, and the Cold Creek-Dry Creek 

Alluvial Plain. 

The geology of the Pasco Basin is dominated by a thick sequence of tholeiitic basalt flows 

collectively known as the Columbia River Basalt Group. These flows erupted during the Miocene 

Epoch, between 6 to 17 million years before the present. Interbedded with the basalt flows are a 

series of epiclastic and volcaniclastic sediments generally referred to as the Ellensburg Formation. 

Overlying the Columbia River Basalt Group within the Pasco Basin are Miocene to Holocene fluvial, 

glaciofluvial, and eolian sediments. These sediments make up the Miocene-Pliocene Ringold 

933-1354 21


Formation and the informally named Pleistocene Hanford formation. Unconsolidated, H~olocene 

fluvial sediments, sand dune, and loess are the predominant surficial deposits. 

3.1.2 Geologic Mapping 

The geologic mapping of the Project W-025 excavation was performed by an engineering 

geologist with GCS who was familiar with the geology of the Hanford region. The field geologic 

mapping was performed between October 15 and October 28, 1993. The base map for the geologic 

mapping was Drawing No. H-2-131589, revision 2, "Subgrade Grid Points, RMW Land Disposal 

Facility, Non-Drag-Off", prepared by Golder Associates Inc., dated May 21, 1993. Stratigraphic 

contacts were located in the field by measuring directly from marked survey grid points in the 

Project W-025 excavation. The survey grid points were spaced every 25 feet and allowed for 

relatively accurate location of stratigraphic contacts in the excavation. 

In general, the geologic units were well exposed in the excavation side walls and floor. Minor 

cleaning of the exposure using a shovel was required in several instances to accurately locate the 

stratigraphic contacts or to collect representative samples of the geologic units for description. 

The geologic map for the Project W.-025' excavation is shown in Figure 3 and the cross-sections 

for the cell are shown on Figure 4. 

3.1.3 Geologic Units Encountered 

The geologic units exposed in the Project W-025 excavation, from youngest to oldest, are as 

follows: 

* Recent Eolian Sand: Quaternar-y, wind deposited, loose to compact, olive gray, silty, 

fine sand was encountered in the upper portion of the excavation. The unit had a 

basal elevation ranging from approximately 691 on the west end to 683 on the east 

end. A six-inch thick volcanic ash layer was observed interbedded with the eolian 

sand in the northeast corner of the excavation. The volcanic ash layer ranged in 

elevation from approximately 691 to 693. 

* Glaciofluvial Flood Denosit: Underlying the Recent Eolian Sand was dense to very 

dense, olive black, gravelly, fine to coarse sand. This, in turn was underlain by 

dense, moderate olive brown, fine sandy silt, which was underlain by dense to very 

dense, fine to coarse sand in which the Project W-025 excavation was terminated. 

The base of the gravelly sand unit ranged from approximately 677 on the west to 672 

on the eat. The base of the sandy silt unit ranged from approximately 675 on the 

west to 670 on the east. 

3.2 SUBGRADE PREAPATION AND 1BACKFILL PL4CEMENT 

T7he subgrade of the Project W-025 excavation was prepared for installing the secondary lining 

system by grading and recoinpacting the excavation surfaces. Deihur used Caterpillar D-9 and D-5 

bulldozers, and a 3D 272A grader to scarify the subgrade to a depth of approximately eight inches. A 

water truck was used to moisture condition the scarified soils. The subgrade. soils were then 

933-1354 22

WHC-SD-W025-RP T-01, Rev. 0 

compacted to at least 90 percent of their Modified Proctor maximum dry density (ASTM D 1557) 

using a Ray Go Rascal 410A, smooth-drum, vibratory roller. In a few areas on the lower sideslopes 

of the excavation, the contractor experienced difficulty .achieving the required compaction of clean, 

sandy gravels. In these areas, Delhur used relatively fine-grained soils as fill material to provide a 

firm surface upon which the secondary lining system could be installed. The fill materials were 

moisture conditioned and compacted in the same manner as the subgrade soils. 

Field moisture-ensity tests were performed by GCS personnel on the compacted subgrade 

using a Troxier Model 3440 Nuclear moisture-density gauge (ASTM D2922 and ASTM D3017). At 

least one side-by-side rubber-balloon test (ASTM D2167) was performed each day, or once for every 

20 Troxlex tests per day, to verify the accuracy of the nuclear densometer tests. At the completion of 

each nuclear moisture-density test, a sample of the soil at the test location was obtained and sealed in 

a plastic bag for laboratory water content determination using the oven-dried method (ASM D2216). 

In areas where the test results indicated that the compaction did not meet the requirements of the 

specifications, the contractor was required to rework and recornpact the soil until passing test results 

were achieved. The specifications required moisture-density tests on the subgrade at a minimum 

frequency of one test per 10,000 square feet of surface area. The surface area of the excavation was 

approximately 160,000 square feet, and 32 moisture-density tests (excluding retests) were performed 

on the subgrade, soils, resulting in an approximate frequency of one moisture-density test for every i 

5,000 square feet of subgrade surface area. A summary of the test results is included in Appendix 1. 

An as-built survey of the excavation was performed by Permit Surveying, Inc. A CQA survey 

was performed by Rogers Surveying, Inc. to verify Permit's survey. GCS reviewed data from both 

surveys, and concluded that the CQA survey data reasonably verified Permit's data. Permit's survey 

indicated that all surveyed grid points were within the tolerances required by the project plans and 

specifications. Rogers' CQA survey data are included in Appendix T-1. Permit's Record Drawing, 

Subgrade As-Built, Sheet 1 of 6, is included in Volume 2 of this report. 

On the periphery of the excavation, subgrade preparation was required in the footprint of the 

perimeter road, the truck unloading area, the truck staging area, and the site entrance road. Delhur 

used similar equipment and methods to compact these subgrade areas to at least 90 percent of the 

soil's Modified Proctor maximum dry density (ASTM D1557). The peripheral area of the excavation 

was approximately 80,000 square feet in size, and GCS personnel performed 14 moisture-density 

tests. The resulting approximate frequency of one moisture-density test for every 5,714 square feet of 

peripheral subgrade area exceeded the specification's requirement of one test for every 10,000 square 

feet of subgrade area. A summary of these test results is included in Appendix J. 

The placement and compaction~ of approximately 4,500 cubic yards of backfill were required to 

establish the design grade of the site entrance, the truck staging and unloading areas, and segments of 

the perimeter road. Backfill material was hauled by an International, 50-ton, Payhauler, end-dump 

truck, or by a Caterpillar 988B front-end loader. The material was spread in maximum loose-lift 

thicknesses of eight inches by a JD 272A grader. The backfill was moisture conditioned using a 

3,500-gallon water truck, and then compacted to 90 percent of the material's Modified Proctor 

maximum dry density (ASTM D1557) by a Ray Go Rascal 410A smooth-drum, vibratory roller. 

Field moisture-density tests were performed on each lift of backfill material. A total of 58 

moisture-density tests were performed, resulting in a frequency of one test for every 78 yards of 

backfill, exceeding the specifications' requirement of one moisture-density test for every 500 cubic 

yards of backfill placed. A summary of the backfill moisture-density test results is included in 

933-1354 23

WHC-SD-W025-RPT-O01, Rev. 0 

Appendix J. The locations of the field moisture-density tests for the subgrade, general fill, and top 

course materials are shown on Figure 5. 

933-1354 24


4.0 SECONDARY LINER SYSTEM 

The secondary liner system for the Project W-05 landfill consisted of a soil liner, 

geomembrane liner, and leachate collection and removal system (LCRS). 

4.1 SOIL LINER 

4.1.1 Construction 

The soil liner admix was prepared using onsite eclian sand and imported bentonite. The sand 

for the soil liner was obtained from the eolian sand stockpile located on the west side of the site. The 

eolian sand had been stockpiled during the excavation of the landfill. Preconstruction testing 

indicated that the eclian sand and the bentonite met the requirements of the specifications for use as 

soil l iner constituents (See Sec. 2. 1). The eolian sand, bentonite, and water were mixed in a pug mill 

to produce an admixture which contained approximately I11 percent to 14 percent by dry-weight 

bentonite, and a moisture content of 1 percent to 5 percent above the admixture's optimum moisture 

content, as determined by ASTM D698. After the soil liner was mixed in the pug mill, the placement 

of the soil liner was generally completed in the following stages: 

* Te soil liner was stockpiled around the edge of the excavation and allowed to 

moisture cure for approximately 24 hours. 

0 Water was applied to the subgrade just prior to the placement of the soil liner. 

0 The first lift of soil liner was spread in a loose-lift thickness of approximately a 12 

inches, using a Caterpillar D-6 dozer and a ID 450 dozer. 

* The soil liner was compacted to at least 90 percent of the materia's Standard Proctor 

maximum dry density (ASTM D698), using four, one-way passes of a Caterpillar 

825C self-propelled wedgefoot compactor, 

* Five additional lifts of soil liner were placed and spread in maximum loose-lift 

thicknesses of approximately 10 inches. Compaction of each lift was achieved using 

four passes of the Cat 825C compactor. 

" The top lift of the soil l iner was trimmed using a D-6 dozer equipped with low ground 

pressure (LGP) tracks. 

" The surface of the soil liner was prepared for geomembrane deployment by rolling 

with a Ray Go Rascal smooth-drurn vibratory roller. 

" The soil liner was watered as necessary during dry weather to prevent excessive 

drying. 

The placement and compaction of the first lift of soil liner commenced in the northwest corner 

of the landfill, and generally proceeded in a clockwise direction. Delhur completed this circular cycle 

six times during the placement and compaction of the six lifts of soil liner. To enable large trucks to 

933-1354 25


haul admix to the floor of the facility, the access ramp was not covered with soil liner material until 

just prior to the completion of the soil liner in the rest of the landfill. 

A total of approximately 20,000 cubic yards of admix material was produced by the pug mill. 

Approximately 15,150 cubic yards of this material were placed and compacted on the floor and slopes 

of the Project W-025 Landfill during the construction of the secondary soil liner. 

Following the completion of the placement, compaction, and trimming of the secondary soil 

liner, an as-built survey of the soil liner surface was performed by Permit Surveying, Inc., and a 

OQA survey was performed by Rogers Surveying, Inc. GCS reviewed the data from both surveys, 

and determined that Rogers' survey data reasonably verified Permit's survey data. The specifications 

required a minimum secondary soil liner thickness of 3.1 feet, measured perpendicular to the 

subgrade surface. Permit's survey data indicated that three of the surveyed grid points did not meet 

the tolerance requirements of the specifications, and that four grid points had not been surveyed. 

Delhur was required to rework the three areas which were initially out of tolerance. Permit then 

surveyed the four grid points which were missed during the first survey, and resurveyed the three 

areas which had been reworked. A review of the new survey data indicated that a minimum of 3.1 

feet of soil liner had been installed at each of the surveyed grid points. Permit's Record Drawing, 

Top of Secondary Admix As-Built, Sheet 2 of 6, is included in Volume 2 of this report. Roger's 

CQA survey data for the secondary soil liner are included in Appendix T-2. 

The trench for the secondary slope riser pipe was excavated using a Case 580 backhoe. The 

trench was trimmed using hand tools. The anchor trench in the access ramp and the anchor trench 

around the perimeter of the landfill were excavated using the Hitachi EX1000 excavator. The anchor 

trench in the access ramp was prepared for geornembrane deployment by rolling with a Ray Go 

Rascal 410A smooth-drum vibratory roller and a Bornag band operated smooth-drum vibratory roller. 

GCS observed the excavation of the anchor trenches, and confirmed that the trenches had been 

conistructed per the project plans. 

After the surface of the secondary soil liner had been prepared for geomembrane deployment 

by rolling with a smooth-drum vibratory roller, cold weather caused the top lift of soil liner to freeze. 

When the soil liner thawed, a sheen of mud remained on the surface. Due to concern regarding the 

friction angle of the interface between the geornerbrane and the muddy surface of the soil liner, the 

contractor was required to dry the muddy surface before deployment of the geomembrane liner was 

allowed to begin. Delhur used propane fueled weed-burners, mounted on a D-6 dozer, to dry the 

surface of the soil liner. 

4.1.2 Testing 

A total of 162 field moisture-density tests were performed at a frequency of at least one test per 

250 cubic yards of soil liner placed. All field moisture-density tests were conducted using a Troxlr 

Model 3440 Nuclear density gauge (ASTM D2922 and D3017). At least one side-by-side rubber 

balloon test (ASTM D2167) was conducted each day, or once for every 20 nuclear density tests per 

day, to verify the accuracy of the nuclear densometer tests. 

After completion of the nuclear moisture-density test, a sample of the soil from the density test 

location was obtained and sealed in a plastic bag for laboratory water content determination using the 

oven-dried Method (ASTM D2216) or the microwave oven method (ASTM D4643). Upon 

completion of the test, the hole was backfilled with soil liner material and compacted by hand. Using 

933-1354 26

WHC-SD-W025-RPT-0Ol, Rev. 0 

moisture content data obtained during construction of the test fill and during the admix preparation, a 

statistical analysis (regression method) was performed to determine the correction factor for correcting 

the microwave oven moisture content to the equivalent of the conventional oven moisture content. 

The microwave oven moisture method was used to allow quick determinations as to whether 

compaction tests were passing or failing. Conventional oven moisture determinations require 

approximately 24 hours for a result. Microwave oven moisture determinations require only 

approximately five minutes for a result. For this reason, the correlation was established. At least 

one side-by-side microwave moisture and conventional oven moisture test were performed each day to 

continually update the regression analysis. 

Four of the 162 moisture-density tests indicated that the moisture content of the soil liner was 

too dry. Deihur reworked the affected areas of the soil liner, and retests indicated acceptable 

moisture-density test results. The results of field moisture-density tests are summarized in 

Appendix K-i. Test locations are shown in Figure 6. 

In addition to the field tests, Shelby tubes were used -to obtain relatively undisturbed samples of 

the compacted soil liner. Laboratory tests were performed on the Shelby tube samples. The ends of 

the Shelby tubes were sealed in the field with plastic caps and were later sealed in the on-site 

laboratory with wax. The samples were shipped to the GA! soils laboratory located in Redmond, 

Washington, for permeability testing. Hydraulic conductivity tests (ASTM D5084) were performed at 

a frequency of at least one test for every 5,000 cubic yards of soil liner placed. Hydrometer and 

sieve tests (ASTM D422) and Atterberg Limits tests (ASTM D43 18), were performed on samples of 

the soil taken immediately adjacent to the location of the Shelby tube samples. These index tests were 

per-formed at GCS's onsite soils laboratory. 

The specifications required a hydraulic conductivity less than or equal to I x 10w' cm/s. The 

hydraulic conductivity test results indicated that the permeabiliries of the Shelby tube samples ranged 

5 x 10' cm/s to 5 x 101 cm/s, with the exception of one Shelby tube sample taken in the southwest 

corner of the landfill that had a hydraulic conductivity of 1 x 101 cm/s. To determine the reason for 

the higher permeability of this sample, a test pit was excavated at the location at which the sample 

was obtained. The admix in the test pit contained lenses of sandy soil which likely caused the poor 

permeability test result. To determine the extent of the contaminated admix, four additional rest pits 

were excavated in the soil liner approximately 15 ft to the north, south, east, and west of the original 

test pit. No sandy lenses were observed in the additional test pits. Having bracketed the extent of the 

contaminated soil liner, all of the soil liner between the four additional test pits was reznoved and 

replaced with new admix material. Shelby tube samples were then taken in the replacement soil liner 

area, adjacent to the replacement area, and in the northwest corner of the landfill. The results of 

hydraulic conductivity tests on the three new Shelby tube samples indicated permeabilities that met the 

requirements of the specifications. 

The most likely reason for the contamination of the admix in the southwest corner of the 

landfill involved trucks hauling soil liner material to the floor of the landfill. At the time of the 

contamination, approximately three lifts of soil liner had been installed on the slopes and floor of the 

facility, but the access ramp had not been covered with soil liner. The ramp was left bare to enable 

easy access to the floor of the facility. Trucks hauling admix to the floor would travel down the bare 

access ramp and turn sharply into the southwest corner of the landfill. The trucks turned into the 

corner to enable them to back onto the floor of the facility to dump their loads of admix. The trucks 

likely tracked sand from the bare acces ramp onto the admix in the southwest corner of the landfill. 

933-1354 27

WHC-SD-W025-RPT-0O1, Rev. 0 

Following the completion of thie installation of the secondary soil liner, cold weather caused the 

top lift of the soil liner to freeze. Due to concerns that freezing and thawing could adversely affect 

the permeability of the soil liner, three Shelby tube samples were taken while the soil was frozen. 

Hydraulic conductivity tests were performed on the Shelby tube samples. The results of the tests 

indicated that the permeability of each sample met the requirements of the specifications. The 

locations of all Shelby tube samples taken in the secondary and primary soil liners are shown on 

Figure 7. After the soil liner thawed, and the muddy sheen on the surface of the soil liner was 

mechanically dried by the contractor, the installation of the secondary geomembrane liner was allowed 

to begin. 

With the exceptions noted above, all field and laboratory tests met the requirements of the 

specifications. Corrective measures were taken to rectify the noncompliances indicated by the failing 

tests. A summary of the field tests and laboratory tests performed on the secondary soil liner is 

presented in Table 14. The results of the laboratory tests are presented in Appendix D-4, and the 

results of the field moisture-density tests are presented in Appendix K-1. 

Table 14. Secondary Soil Liner Field and Laboratory Testing Summary. 

MINIUM TESTS I TESTS TESTS: 

FREQUENCY REQUIRED PERFORMED 

One Test Per Moisture-Density (ASTM D2922, 61 162 

250 yd' D30 17, D22 16, & D4643)_______ 

One Test Per Hydraulic Conductivity 4 11 

5,000 yd' (ASTM D5084) 

None required 

Sieve and Hydrometer (ASTM D422) 0 12 

____________Atterberg Limits (ASTM D43 18) 0 11 

4.2 HDPE GEOM:EM[BRANE LINER INSTALLATION 

Material used in the construction of the Project W-025 Landfill secondary geomembrane liner 

consisted of 60-mil thick, smooth, HDPE geomembrane, and 60-mi! thick, textured, HDPE 

geornembrane. The smooth geornembrane was used on the floor of the facility, and the textured 

geomernbrane was used on the sideslopes and in the sump area of the facility. The HDPE liner 

material was manufactured by SLT North America, of Conroe, Texas. 

The geomemnbrane liner installer for this project was GeoPacific Lining Co. (GeoPacific) of 

Seattle, Washington. Installation of the secondary geosynthetic liner commenced on November 19, 

1993, and was completed on January 20, 1994. The installation of the geomernbrane started in the 

northeast corner of the landfill, and generally proceeded around the landfill in a counterclockwise 

direction. 

933-1354 28


4.2.1 KDPE Geornernbrane Liner Deployment 

Prior to deployment of the geoiernbrane liner, a panel layout drawing was submitted by 

GeoPacific showing the number and orientation of the various panels comprising the Project W-025 

Landfill geosynthetic liner. The HDPE liner was generally installed per the panel layout drawing 

with slight deviations to allow for correct joining of panels in the field. During deployment, GCS 

documented the as-built locations of the actual panels deployed. 'The approximate as-built 

geomembrane liner panel layouts are shown on Sheet S-1. 

Prior to deployment of the geomembrane liner, GCS and the installer observed the subgrade for 

conformance with the project specifications. A subgrade acceptance cerificate was issued and signed 

by the installer for each area where geornembrane was to be deployed. Copies of these subgrade 

acceptance certificates are presented in Appendix L. 

The rolls of geomeznbrane material were mounted on a spreader bar and deployed from the 

crests of the landfill's sideslopes. The geomembrane liner panels were deployed using either hand 

labor or a 4-wheel, all terrain vehicle (ATV). Both deployment methods minimized subgrade 

disturbance. During deployment of the geomembrane liner panels, the following services were 

provided by MC personnel: 

* Measurement of the panel thickness; 

* Confirmation of panel overlap; 

* Visual observation of overall sheet quality; and 

* Assignment of an unique identification number to each panel deployed. 

A nominal overlap of five inches was maintained between adjoining panels . The average 

thickness was determined by averaging ive measurements made along each of the leading edge, 

trailing edge, and one side of the panel. Approximately 187,700 square feet of secondary 

geornembrane liner were deployed. A summary of GCS' deployment observations is presented in 

Appendix M-1. 

-panel 

4.2.2 HDPE Geomembrane Liner Seaming 

Trial seams were made by each welding apparatus to be used and by each welding technician 

w ho was going to operate a welding apparatus (welder), at the start of each seaming period and at 

least once every four hours while seaming was being performed. Sample coupons were cut from each 

end of each trial seam and tested in the peel and shear test modes using a calibrated tensiometer 

supplied by CeoPacific. If a trial seam failed the field testing, the welder and welding apparatus 

associated with the failing trial seam were not allowed to weld on the geomembrane liner until a 

passing trial seam had been made in accordance with the specifications. A summary of the trial seam 

results is presented in Appendix M-2. 

The gornembrane liner panel seaming process Proceeded concurrently with the panel 

deployment. The majority of the seams were made using a double hot-wedge fusion welding 

apparatus. Repairs, corner seams, and some of the butt-seams between panels were made using an 

extrusion welding apparatus. The seaming operations were observed and documented by GCS 

personnel. The entire length of all seams, patches, or other repairs were observed and documented 

by GCS. A portion of the seaming was completed when the ambient temperature was less than 400 

Fahrenheit. The specifications required the installer to certify the quality of seams welded in ambient 

933-1354 29


temperatures less than 4Q0' Fahrenheit. GeoP acific certified that such seams were equivalent to seamns 

welded in temperatures ranging from 40r Fahrenheit to 1040 Fahrenheit. A copy of this certification 

is included in Appendix E-3. GCS also increased the frequency of destructive testing of seams 

welded at temperatures below 4Q0' Fahrenheit. 

Approximately 10, 103 feet of seams were welded on the secondary geomembrane l iner, 

including 9,366 feet of fusion welded seams and 737 feet of extrusion 'Welded seams. A summary of 

seaming operations is presented in Appendix M-3. The locations of the secondary geomernbrane liner 

seams are shown on Sheet S-1. 

4.2-3 Destructive Testing 

A total of 35 destructive test samples, excluding retests, were obtained from seams on the 

secondary HDPE liner, resulting in an average frequency of one destructive test sample for each 289 

feet of welded seam. This frequency exceeded the project specification's requirement of at least one 

sample per every 500 feet of seam welded. Of the 35 destructive test samples, 31 were obtained from 

fusion welded seams, and 4 were obtained from. extrusion welded seams and caps. The test locations 

were selected by GCS personnel based on the completion of approximately 500 feet of welding, on 

observations. of the welded seams, or on the general performance of the seaming crew. Destructive 

samples were tested onsite by GCS personnel using GCS's, calibrated tensiometer. 

The destructive testing consisted of cutting ten test coupons from each destructive test sample. 

Five coupons were tested for adhesion (peel test mode) and five coupons were tested for bonded seam 

strength (shear test mode). The specified acceptance criteria for destructive tests are summarized in 

Table 15. Destructive test codes are shown in Figures 8 and 9. 

Table 15. Destructive Test Criteria. 

Seam Type Peel Test Mode Shear Test Mode 

Fusion Weld 1. Each of the five test coupons must 11. Each of the five test coupons per 

not fail in the weld on either the track have a minimum yield 

inside or outside track of the weld, strength of 135 pounds per inch 

(FTB)* 

width. 

2. Each of the five test coupons per 

track must not fail in the weld. 

Extrusion 1. Each of the five test coupons must I . Each of the five test coupons have 

Weld not fail in the weld. (FTB)* a minimum yield strength of 135 

Pounds per inch width. 

FTB = Film Tear Bond 

2. Each of the five test coupons must 

F not fail in the weld. (FTB)* 

933-1354 30


In the event a destructive test sample failed, the path of the welder was traced in both directions 

from the location of the failed test sample and the seam was resampled and retested at intervals that 

generally ranged from 10 to 50 feet until the deficient portion of the seam was bounded in both 

directions by passing test samples. A total of 19 additional destructive test samples were obtained to 

bracket deficient portions of seams. The section of seam between the passing test samples was then 

either reconstructed or capped. The destructive test locations are shown on Sheet S-1. A summary of 

the destructive test results is presented in Appendix M-4. 

4.2.4 Nondestructive Seam Continuity Testing 

All nondestructive seam continuity testing was performed by GeoPacific personnel and observed 

and documented by GCS personnel. Two types of nondestructive testing were used for this project: 

* Vacuum box testing on extrusion welds and some short double hot-wedge fusion welds; and 

* Air pressure testing on double hot-wedge fusion welds. 

A vacuum box is a rigid-wai box with a clear plexiglass top and a neoprene gasket around the 

bottom of the box that forms a seal between the box and the HDPE geomembrane. Vacuum box 

testing consisted of:. 

* Applying a soapy water solution to the seam; 

" Placing the vacuum box over the seam; 

" Applying a vacuum of at least five-inches of mercury to the inside of the box for at least 10 

seconds; 

" Observing the seam for bubbles, which would indicate a discontinuity in the seam. 

Air pressure testing consisted of- 

" Sealing off of the air channel between the inside and outside tracks of the fusion weld; 

" Inserting a needle with a pressure gauge attached into the air channel; 

" Using an air pump, inflating the air channel to 25 to '30 psi; and 

* Observing the pressure gauge over a five minute period. A pressure drop of greater than 

two psi during this period indicated a possible discontinuity in the seam. 

Any leaks or discontinuities detected in the seams were marked and subsequently repaired in 

accordance with the project specifications. Documentation sumtmarizing the nondestructive testing of 

the seams and repairs is presented in Appendix M-3 and Appendix M-5, respectively. 

933-1354 31


4.2.5 HDPE Geornembrane Liner Repairs 

In accordance with the specifications, defects in the geomembrane liner were assigned a unique 

identification number by GCS. These defects were located and marked in the field by GCS personnel 

for repair. The defects were repaired and nondestructively tested by CGeoPacific in accordance with 

the project specifications. A summary of the defects and repairs is presented in Appendix M-5. 

Defect repair locations are shown on Sheet S-I. 

4.3 LEACHATE COLLECTION AND REMOVAL SYSTEM 

The secondary leachate collection and removal system (LCRS) system consisted of geosynthetic 

transmission media and granular drainage material to collect leachate, and a submersible pump and 

HDPE piping to remove leachate. 

On the floor of the Non-Drag-Off Landfill, geonet was installed directly on top of the secondary 

geomernbrane liner. The geonet was overlain by 16-ozlyd 2 geotextile. The geotextile was overlain 

by a 1.0 foot thick layer of drainage gravel, and the gravel was covered by a layer of 16-oz/yd 2 

geotextile. 

On the sideslopes and in the sump of the landfill, geocomposite material was installed directly on 

the surface of the secondary geornenbrane liner. In the sump, the geocomposite was overlain by 

16-oz/yd' geotextile, the sumnp was filled with sump gravel, and the sump gravel was covered with a 

layer of 16.oz/ydz geotextile, as shown in the project drawings. 

4.3.1 Geonet Installation 

The geonet panels were oriented similar to the geornerbrane panels shown on Sheet S-1. All 

geonet was deployed manually by uncoiling rolls of the geonet which had been positioned on the floor 

of the landfill. Adjacent geonet panels were overlapped approximately four inches, and the panels 

were connected with plastic net ties along the length of each seam at the following intervals: 

" Longitudinal seams (lengthwise) across the floor - a tie every five feet 

" End-to-end seams (butt seams) - two rows of ties, the ties in each row spaced every six-inches, 

the rows spaced three-inches apart, and the tics staggered between the rows 

Repairs to any damaged geonet were patched with geonet extending two feet beyond the edges of 

the hole or tear, orienting the ribs in the patch parallel to the ribs in the existing georiet, and tying 

every six inches. The installation and repair of the geonet was observed by G3CS personnel. 

4-3.2 Geotextile Installation 

The geotextile installation was completed concurrently with the installation of the geonet, such that 

the geonet was covered the same day it was deployed. All the geotextile was deployed in an 

orientation similar to the geomembrane panels shown on Sheet S-1. The geotextile was deployed by 

manually uncoiling rolls of the material which had been positioned on the floor of the landfill. 

Adjacent geotextile panels were overlapped approximately three inches. All geotextile seams were 

933-1354 32

WHC-SD-W025-RLPT-00l, Rev. 0 

sewn with a locking-stitch sewing machine. To enable complete encapsulation of the gravel which 

was to be installed on top of the geotextile, the geotextile was extended up the sideslopes 

approximately six feet to eight feet. The installation of the geotextile was observed by GCS 

personnel. None of the geotextile was damaged, so no repairs were necessary. The installed 

geotextiles were exposed to sunlight for less than 15 days before being covered by the next 

consecutive layer of the LCRS. 

4.3.3 Geocomnposite Installation 

Geocomposite was installed on the sideslopes of the landfill by manually deploying the material 

from a roll mounted on a spreader bar at the crest of the slope. The geocomposite panels were 

deployed in an orientation similar to the textured geomernbrane liner panels. During deployment of 

the geoconiposite, a temporary nub sheet was used between the geoconiposite and the textured 

geomernbrane liner to prevent damage to the geotextile component, and to prevent a reduction of the 

friction at the interface between the geocomposite and the geomembrane. Geocomposite panels were 

positioned such that the geonet component of adjacent panels overlapped approximately three to four 

inches. Along end-to-end seams and longitudinal seams, the geonet overlaps were secured by tying in 

accordance with the guidelines followed for geonet (See Section 4.3.2). In the anchor trenches, the 

geonet overlaps were secured with ties spaced six inches apart. The geotextile, components of 

adjacent geocomposite panels were overlapped approximately eight inches, and the overlapping top 

layers of geotextile were carefluly heat seamed. 

The geocomposite was tied-in to the geonet and geotextile materials on the floor of the landfill. 

Tie-in seams were located at least three feet from the toe of the slope. The geonet materials were 

secured with ties in accordance with the guidelines indicated in Section 4.3.2 of this report. 

Geotextile materials were secured by continuously heat-bonding the bottom of the geotextile on the 

floor to the top of the geocmposite. The geocornposite was exposed to sunlight for a period of less 

than 15 days prior to being covered by the next consecutive layer of the lining system. 

4.3.4 Granular Drainage Material 

4.3.4.1 Installation. Two types of granular drainage material were installed in the secondary 

leachate collection system. Drainage gravel was installed on the floor of the landfill, and sumnp gravel 

was installed in the sumnp. Both materials were supplied by ACME Materials and Construction Co., 

of Richland, Washington. 

Deihur used Payhauler end-dump trucks to haul the drainage gravel to the toe of the access ramp. 

The access ramp in the landfill had been completed prior to the installation of the granular drainage 

materials. The drainage gravel was spread toward the sump using a D-6 dozer equipped with LGP 

tracks. The dozer spread the gravel such that a three feet thick access pad was constructed from the 

toe of the access ramp to the secondary sumnp. A Caterpillar 988 loader was then used to transport 

sump gravel to the sump. A JD 450 dozer then spread the sump gravel in the sump. The D-6 dozer 

and the JD 450 dozer then spread the drainage gravel from the three feet thick access pad to the 

remainder of the floor, forming a one-foot thick lift of drainage gravel. Approximately 800 cubic 

yards of drainage gravel and 100 cubic yards of sump gravel were placed in the secondary leachate 

collection system. 

933-1354 33


The granular drainage materials were track-walked and trimmned using the D-6 and JD 450 dozers. 

Permit Surveying performed an as-built survey of the gravel surface, and Rogers Surveying 

performed a CQA survey of the gravel surface. GCS personnel reviewed the data from each of the 

surveys. Rogers' survey reasonably verified Permit's survey. Permit's survey data indicated that a 

minimum gravel thickness of 1.0 foot had been installed at each surveyed grid point. Roger's CQA 

survey data are included in Appendix T-3. Permit's Record Drawing, Top of Secondary Gravel As- 

Built, Sheet 3 of 6, is included in Volume 2 of this report. 

Following the completion of the surveys, the secondary gravel surface was covered with 16-ozlyd' 

geotextile. The geotextile was installed and sewn as described in Section 4.3.2 of this report. To 

completely enshroud the gravel layer, the geotextile which was installed on top of the gravel was 

sewn, near the toe of each sideslope, to the geotextile which had been previously installed on the 

secondary geonet. 

4.3.4.2 Testing. GCS personnel obtained samples of the granular drainage materials as the gravels 

were installed. Laboratory tests were performed on four samples of the drainage gravel, resulting in 

a frequency of one set of laboratory tests for every 200 cubic yards of secondary drainage gravel. 

One set of laboratory tests was performed on a sample of the sump gravel, resulting in a frequency of 

one set of laboratory tests for every 100 cubic yards of secondary sump gravel. These testing 

frequencies exceed the specified conruction testing frequency of one set of laboratory tests for every 

250 cubic yards of material placed. The laboratory tests completed during construction are 

sumnmarized in Table 16. 

Table 16. Secondary Granular Drainage Material Construction Testing Summary. 

NIM4BUM TESTS TESTS TESTS 

FREQUENCY ___________ 

REQUIRED PERFORMED 

Drainare Gravel 


One Test Permeability (ASTM D2434) 

Per 250 yd' 

4 4 

Sunn Gravel 

Particle Size (ASTM Cl 36) 

One Test Permeability (ASTM D2434) I 

Per 250 yd' 

Thbe permeability tests were performed by GAl's soils laboratory located in Redmond, 

Washington. The particle size analyses were performed in GCS's onsite soils laboratory. The results 

of these tests indicated that the tested samples met the requirements of the specifications. A sumnmary 

of the test results is presented in Appendix D-5. 

4.3.5 Leachate Removal System 

The secondary leachate removal system consists of HDPE piping and a submersible pump. An 

eight inch diameter, HDPE slope riser pipe was installed horizontally on the floor of the secondary 

sump, and extends up the east sideslope of the landfill. Two 2-inch diameter, HDPE pipes were 

933-1354 34

I 

L- 

WHC-SD-W025-R-PT-OO1, Rev, 0 

installed adjacent to the eight inch diameter pipe in the sump and on the sideslope. HDPE 

geornembrane liner boots were installed around the HDPE pipes at the crest of east slope where the 

pipes penetrate the secondary HDPE liner. In the sump, the end of each of the three pipes is 

perforated. The eight inch diamneter pipe houses a 1.5-horsepower submersible pump attached to a 

1 .5-inch diameter HDPE discharge pipe. The pump discharges through the 1.5-inch diameter pipe to 

the leachate temporary storage tank, located near the crest of the east sideslope. One of the two inch 

------ diameter pipes contains a transducer which Monitors the water ievei in the secondary sump. The 

second two inch diameter pipe is a spare level sensor pipe. The system was designed such that the 

submersible pump will automatically begin pumping when the transducer indicates a leachate level 12 

inches above the bottom of the secondary sump. Thie submersible pump will automatically shut-off 

when the leachate level is drawn-down to six~ inches above the bottom of the sump. This system was 

designed to maintain the leachate level (in the secondary sump) between six inches and 12 inches 

above the bottom of the secondary sump. 

933-1354 35


5.0 PRIMA.RY LINER SYSTEM 

The primary liner system consisted of a soil liner on the floor of the landfill, geomembrane liner, 

and a leachate collection and removal system. 

S.I SOIL LINER 

5.1 .1 Construction 

Construction of the primary soil liner was conducted in a manner sinMiar to that used to install the 

secondary soil liner. However, the primary soil liner was only placed an the floor of the landfill, and 

in the anchor trench on the access ramp. 

On the floor of the landfill, the minimum thickness of the primary soil liner was 1.5 feet. The 

first lift of soil liner material was placed in a loose-lift thickness of approximately 18 inches to 20 

inches, resulting in a compacted lift thickness of approximately 14 inches to avoid damaging the 

underlying secondary geosynthetic liner system. 

In the anchor trench on the access ramp, a 1.0-foot thick layer of compacted soil liner was 

installed on the secondary geosynthetic liner system, and a 1.0-foot thick layer of compacted soil liner 

was installed on the primary geosynthetic liner system. Both layers of soil liner were compacted by 

track walking with a D-6 dozer (equipped with LGP tracks) and by rolling with a smooth-drum roller. 

Figure 10 depicts the manner in which the lining system on the access ramp was tied-in to the lining 

system at the toe of the ramp. 

Approximately 1,700 cubic yards of admix were placed in the primary soil liner. After 

compacting and trimming. The surface of the primary soil liner was surveyed by Permit Surveying. 

A CQA verification survey was performed by Rogers Surveying. Rogers' survey data reasonably 

verified Permit's survey data. However, Permit's data indicated that the primary soil liner thickness 

was out-of-tolerance at three survey grid points. Delhur was required to rework the soil liner in the 

affected areas, and Permit was required to resurvey the reworked areas. A review of the new survey 

data indicated that a minimum thickness of 1.5 feet of soil liner had been installed at each survey grid 

point. Permit's Record Drawing, Top of Primary Admix As-Built, Sheet 4 of 6, is included in 

Volume 2 of this report. Rogers' CQA survey data are included in Appendix T-4. 

S. 1.2 Testing 

Testing of the primary soil liner was also conducted in a manner similar to the secondary soil 

liner. A total of 16 field moisture-density tests were conducted at a frequency of at least one test per 

250 cubic yards of soil liner placed. The field moisture-density test locations are shown in Figure I I 

and the test results are given in Appendix K-2. 

In addition to the field tests, a laboratory permeability test was performed on a Shelby tube 

sample of the primary soil liner. The Shelby tube sample location is shown on Figure 7. The field 

and the laboratory tests performed on the primary soil liner are summarized in Table 17. 

933-1354 36

5i 


Table 17. 

Primary Soil Liner Field and Laboratory Testing Sumnmary. 

MINIMUM TESTS TESTS 1 TESTS 

FREQUENCY _____________REQUIRED PERFORMED 

One Test Per Moisture-Density (ASTM D2922, 7 1 

250 yd' D3017, D2216, & D4643) ______ 

One Test Per H{ydraulic Conductivity I 

5,000 yd 3 (ASTM D5084)_______ ______ 

All test results met the project specifications. A summary of the laboratory test results is included 

in Appendix D-4. 

5.2 HDPE GEOMEMBMRANE LINER 

The materials, methods, and equipment used to install the primary HDPE geomembrane liner 

were generally the same as those used to install the secondary HDPE geomezubrane liner. GeoPacific 

began installing the primary HDPE liner on December -19, 1993, and completed the installation on 

January 27, 1994. GCS performed the same CQA services for the construction of the primary 

geomembrane liner system as on the secondary system. 

Included in the primary geomembrane lining system is the 80-mil thick HDPE geomembrane liner 

installed in the truck unloading area. The 80-mil thick HDPE geornembrane liner was installed on a 

prepared subgrade consisting of eolian sand. 

5.2.1 1 DPE Geornembrane Liner Deployment 

Deployment of the primary geomembrane in the landfill was completed in a manner similar that 

used during the installation of the secondary geomenibrane liner. Deployment of the HDPE panels 

started on the south slope and proceeded clockwise around the landfill. Approximately 180, 100 

square feet of 60-mil thick, HDPE, geomnemnbrane were deployed in the landfill's primary 

geosynthetic liner system. 

Deployment of the 8O-mul thick, smooth, HDPE, geomembrane liner in the truck unloading area 

was completed using similar equipment and methods as those used to install the secondary lining 

system. Approximately 11,900 square feet of 80-mil thick HDPE liner were deployed in the truck 

unloading area. The approximate as-built geomembrane liner panel layouts for the primary HDPE 

liner in the landfill and in the truck unloading area are shown on Sheet P-1. A summary of the 

deployment observations is presented in Appendix N-i. 

5.2.2 HDPE Geomembrane Liner Seamning 

Seaming of the primary geomnenbrane liner took place concurrently with deployment of the 

primary HDPE panels, and was performed in a manner similar to that used during the installation of 

933-1354 37


the secondary lining system. Trial seaming was performed as indicated in Section 4.2.2, and a 

sumnmary of the trial seam results is presented in Appendix N-2. 

Approximately 8,853 feet of seam were welded during the installation of the primary 

geomembrane liner in the landfill, including 8,790 feet of fusion welded seam, and 63 feet of 

extrusion welded seam. Approximately 494 feet of seam were welded during the installation of the 

primary geomnembrane liner in the truck unloading area, including 446 feet of fusion welded seam, 

and 48 feet of extrusion welded seam. The 80-mil thick, smooth, HDPE geomembrane liner in the 

truck unloading area was tied-in to the 60-mil thick, textured, HDPE geomembrane liner in the 

southeast corner of the landfill, by seaming with an extrusion welder. A summary of the seaming 

records is presented in Appendix N-3. The locations of the primary geomnembrane liner seams are 

shown on Sheet P-1. 

5.2.3 Destructive Testing 

Destructive testing of the primary HDPE geomembrane seams was performed in a mannr similar 

to that used during the installation of the secondary system. A total of 24 destructive test samples, 

excluding retests, were initially obtained from seams on the primary HDPE geomembrane liner in the 

landfill. This resulted in an average frequency of one destructive test sample for each 369 feet of 

welded seam. This testing frequency exceeded the specification's requirement of one destructive test 

for every 500 feet of seam. Of the 24 destructive test samples, 19 were obtained from fusion welded 

seams, and five were obtained from extrusion welded seams and caps. In the event that a destructive 

test sample failed to meet the requirements of the specifications, additional samples were obtained to 

bracket the deficient portion of the seam. A total of five samples were obtained to bracket deficient 

portions of seams. 

A total of three destructive test samples were obtained from seams welded on the EDPE 

geomembrane liner in the truck unloading area, resulting in an average frequency of one destructive 

test sample for every 165 feet of welded seam. One of the samples was obtained from a fusion 

welded seam, and the other two samples were obtained from extrusion welded seams. One of the 

extrusion weld samples failed the destructive test, and all seaming performed by the apparatus which 

welded the seam was capped. The test locations were selected by GCS personnel based on the 

completion of approximately 500 feet of welding, on observations of the welded seams, or on the 

general performance of the seaming crew. Destructive test samples were tested onsite by GCS 

personnel using GCS's calibrated tensiometer. The destructive test locations are shown on Sheet P-1. 

A summary of the destructive test results is presented in Appendix N-4. 

5.2.4 Nondestructive Seem Continuity Testing 

Nondestructive testing of the geomnembrane seams and repairs was completed in a manner similar 

to that used during the installation of the secondary liner system. Any leaks or discontinuities 

detected in the seams were marked and subsequently repaired in accordance with the project 

specifications. Documentation summarizing the nondestructive testing of the seams and repairs is 

presented in Appendix N-3 and Appendix N-5, respectively. 

933-1354 38

WHC-SD-WO2S-RPT-O0l, Rev. 0 

5.2.5 HDPE Geornemnbrane Liner Repairs 

In accordance with the specifications, defects in the geotnembrane liner were assigned a unique 

identification number by GCS. These defects were located and marked in the field by GCS personnel 

for repair. The defects were repaired and nondestructively tested by GeoPacific in accordance with 

the project specifications. A summary of the defects and repairs is presented in Appendix N-5. 

Defect repair locations are shown on Sheet P-1. 

5.3 LEACHATE COLLECTION AND REMOVAL SYSTEM 

The primary leachate collection system consists of geosynthetic transmission media, and granular 

drainage material, a leachate collection piping system, and a leachate collection well. The leachate 

removal portion of the primary system consisted of a submersible pump, a self priming pump, and 

H-DPE piping. 

On the floor of the Project W-025 Landfill, geonet was installed directly on top of the primary 

geornerbrane liner. The geonet was overlain by 16-oz/yd 1 geotextile. The geotextile was overlain 

by a 1.0 foot thick layer of drainage gravel, and the gravel was covered by a layer of seven-oz/yd 2 

geotextile. 

On the sideslopes and in the sump of the landfill, geocomposite material was installed directly on 

the surface of the primary geomembrane liner. Ini the sump, the geocomposite was overlain by 

16-oz/yd 2 geotextile, a collector well was installed, the sunmp was filled with sump gravel, and the 

sump gravel was covered with a layer of seven-ozlyd' geotextile. 

5.3.1 Geonet Installation 

The geonet installation was completed in a manner similar to that used to install the geonet in the 

secondary system. The orientation of the geonet panels is similar to that of the geomembrane panels 

shown in Sheet P-i. Repairs to any damaged geonet were made with geonet patches and net ties in 

accordance with the project specifications. The installation and repair of the geonet was observed by 

GCS personnel. 

5-3 29 Geotextile Instalation 

The geotextile installation was completed concurrently with the installation of the geonet, such that 

the geonet was covered the same day it was deployed. All gootextile was deployed parallel to the 

orientation of the geonet panels. The geotextile was deployed by manually uncoiling rolls of the 

mraterial which had been positioned on the floor of the landfill. Adjacent geotextile panels were 

overlapped approximately three inches. All geotextile seams were sewn with a locking-stitch sewing 

machine. To enable complete encapsulation of the gravel which was to be installed on top of the 

geotextile, the geotextile was extended up the sideslopes approximately six feet to eight feet. 

Geotextile boots were formed around slope riser pipes which protruded through the material. The 

geotextile boots were secured to the HDPE pipes using stainless steel banding. T7he installation of the 

geotextile was observed by GCS personnel. None of the geotextile was damaged, so no repairs were 

necessary. The geotextile was exposed to sunlight for a period of less than 15 days before being 

covered by the next consecutive layer of the lining system. 

933-1354 39


In the truck unloading area, three layers of seven-ozfyd 2 geotextile were installed as a cushion 

layer on top of the SO-mil thick, HDPE, geomembrane liner. Each of the three layers was installed 

perpendicular to the underlying layer of geosynthetic material. Adjacent panels of geotextile were 

overlapped approximately six inches, and seamed by heat bonding using a leistering device. 

5.3.3 Geocomposite Intallation 

The geocomposite installation was completed in a manner similar to that used to install the 

secondary geocomposite materials. Geocomposite material was installed on the sideslopes; and in the 

sump area of the primary system. The geocomposite materials were tied-in to the geonet and 

geotextile on the floor of the landfill as described in Section 4.3.3. 

5-3.4 Leachate Collection Piping 

A leachate collection piping system was installed on the floor of the primary system prior to the 

installation of granular drainage materials. An HDPE, 30-inch diameter, leachate collection well, 

mounted on a four-foot square by one-inch thick slab of HDPE flatstock, was installed in the primary 

system sump. The bottom of the collection well is perforated, and wrapped with two layers of 

geonet. A perforated, HDPE, fo 'ur-inch diameter, leachate collection piping system was installed 

around the edges and in the center of the floor of the primary system. The piping system drains to 

the leachate collection well, and the piping is connected to the collection well. Non-perforated, 

HDPE, four-inch diameter, cleanout riser pipes, connected to the four-inch diameter perforated pipes 

at strategic locations, provide for cleanout access to the leachate collection piping system. During the 

assembly of the piping system, the HDPE pipes and fittings were joined by butt fusion welding. 

In addition to the EDPE piping noted above, a four-inch diameter, perforated, HDPE pipe was 

installed on the surface of the primary geosynthetic materials in the center of the truck unloading 

area, and along the south edge of the access ramp. This drainage pipe is continuous from the truck 

unloading area to the toe of the access ramp, at which point the pipe connects to the primary drainage 

system piping. The perforated pipe in the truck unloading area and on the access ramp was covered 

by top course material. 

5.3-5 Granular Drainage Material 

The installation and testing of the primary granular drainage materials were similar to the 

installation and testing of the secondary granular drainage. materials. 

5-3.5.1 Installation. Two types of granular drainage material were installed in the primary leachate 

collection system. The installation methods were similar to those used during the installation of the: 

secondary granular drainage materials. Approximately 1,000 cubic yards of drainage gravel were 

installed in the primary system on the floor of the landfill. The gravel was placed by hand around the 

HDPE piping system. Approximately 150 cubic yards of sump gravel were installed in the primary 

sump area. The sump gravel was placed by hand around the leachate collection well. 

Permit Surveying performed an as-built survey of the gravel surface, and Rogers Surveying 

performed a CQA survey of the gravel surface. GCS personnel reviewed the data from each of the 

surveys. Rogers' survey confirmed Permit's survey. Permit's survey data indicated a minimum 

933-1354 40

V I 1 14J Ef 

WIIC-SD-W025-R.PT-O01, Rev. 0 

gravel thickness of 1.0 foot had been installed at each surveyed grid point. Roger's CQA survey data 

are included in Appendix T-5. Permit's Record Drawing, Top of Primary Gravel As-Built, Sheet 5 

of 6, is included in Volume 2 of this report. 

Following the completion of the surveys, the primary gravel surface was covered with sevenoz/yd& 

geotextile. The geotextile was installed and sewn as described in Section 4.3.2 of this report. 

To completely enshroud the gravel layer the geotextile which was installed on top of the gravel was 

sewn near the toe of each sideslope to the geotextile which had been previously installed on the 

primary geonet. 

5.3.5.2 Testing. GCS personnel obtained samrples of the granular drainage materials as they were 

stockpiled or installed. Laboratory tests were performed on four samples of the primary drainage 

gravel, resulting in a frequency of one set of laboratory tests for every 250 cubic yards of primary 

drainage gravel. One set of laboratory tests was performed on a sample of the primary sump gravel, 

resulting in a frequency of one set of laboratory tests for every 150 cubic yards of primary sump 

gravel. These testing frequencies met or exceeded the specified construction testing frequency of one 

set of laboratory tests for every 250 cubic yards of material placed. The laboratory tests completed 

during construction are summarized in Table 18. 

Table 18. Primary Granular Drainage Material Construction Testing Summary. 

MINIMUM TESTS jTESTS TESTS 

FREQUENCY__ REQ UIRED PERFORMED 

Drainae Gravel 

Particle Size (ASTM C 136) 


Per 250 yd' 

________________________________ 

Surnto Gravel 


One Test Permeability (ASTM D2434)11 

Per 250 yd'________ 

The permeability tests were pez1frmed by GAl's soils laboratory located in Redmond, 

Washington. The particle size analyses were performed in GCS's onsite soils laboratory. The results 

of these tests indicated that the tested samples met the requirements of the specifications. A summary 

of the test results is presented in Appendix D-5. 

5.3.6 Leachate Removal System 

The primary leachate removal system consists of HDPE piping, a submersible pump, and a selfpriming 

pump. An eight-inch diameter, HDPE pipe was installed on the floor of the primary sump. 

The eight-inch HDPE pipe is connected to the leachate collection well and extends up the eastern 

sideslope of the landfill. Two, two-inch diameter, HDPE pipes were installed adjacent to the eightinch 

diamete r pipe in the sump and on the sideslope. The two-inch diameter pipes are also connected 

to the 30-inch diameter leachate collection well. HDPE geomexnbrane liner boots were installed 

933-1354 41


around the pipes at the crest of the eastern slope, the point at which the pipes penetrate the primary 

geomembrane liner. 

A 1.5-horsepower submersible pump attached to a 1.5-inch diameter HDPE discharge pipe was 

installed in the sump end of the eight-inch diameter pipe. The pump discharges through the 1.5-inch 

diameter pipe to the leachate temporary storage tank, located near the crest of the eastern sideslope. 

One of the two-inch diameter pipes contains a transducer which monitors the water level in the 

primary sumnp. The second two-inch diameter pipe is a spare level sensor pipe. The system was 

designed such that the submersible pump will automatically begin pumping when the transducer 

indicates a leachate level 12 inches above the bottom of the primary sump. The submersible pump 

will automatically shut-off when the leachate, level is drawn-down to six inches above the bottom of 

the sum~p. 

A five-horsepower self-priming pump is mounted near the top of leachate collection well. The 

suction intake for this pump is located at the bottom of the collection well. The pump discharges 

through a three-inch diameter, HDPE pipe to the leachate temporary storage tank. The three-inch 

diameter HDPB pipe was pressure tested at 50 psi for at least one hour. GCS personnel observed the 

pressure test. See Appendix R-3 for pressure test documentation. 

A float switch, located 30 inches above the bottom of the primary sump, is designed to 

automatically,.start the self-priming pump if the leachate reaches the level of the float switch. A 

second float switch, located six inches above the bottom of the primary sumnp, is designed to 

automatically shut off the self-priming pump when the leachate level drops below this float switch. 

933-1354 42

"'1I' 

J 

.LJLT/ 

WHC-SD-W025-RPT-OO1, Rev. 0 

6.0 WORKING SURXFACES 

The working surfaces for the Project W-025 Landfill include the operations layer; the top course 

surfacing on the perimeter road and access ramp; the asphalt surfacing on the truck staging and 

unloading areas; and the concrete installed for the containment basin, crest pad and crest, and control 

building slab. 

6.1 OPERATIONS LAYER 

The operations layer is a protective soil cover installed on the surface of the landfill. The 

operations layer provides insulation for the soil liner and provides a protective cushion for the lining 

systems. 

6.1.1 Construction 

Two general soil types were used for the operations layer. Eolian sand was used on the slopes of 

the landfill, and gravelly sand to sandy gravel was used on the floor of the landfill. Both materials 

were stockpiled during excavation of the landfill. Delhur used a D-6 dozer, equipped with LOP 

* tracks, to spread the operations layer materials in a lift of three feet. On the sideslopes, the ealian 

sand was spread up the slopes. Approximately 15,690 cubic yards of operations layer material, 

including both eolian sand and gravelly soils, were installed on the surface of the landfill. 

To provide access through the operations layer to the leachate collection well, a 48-inch diameter, 

concrete, vertical riser pipe was installed over the top of the collection well. The vertical riser pipe 

protrudes through the operations layer, and is secured to a six feet square by six inch thick, 

reinforced concrete base. The base rests on the surface of the primary sumnp gravel. A 32-inch 

diameter hole in the base allows the leachate collection well to protrude through the base, and the 

annulus between the well and the base will allow for future settlement of the vertical riser. Four 4- 

feet long segments of vertical riser pipe have been installed to provide access through future layers of 

waste. The vertical riser pipe segments and base were coated with Tnemec Series 61 primer and 

ct.ing. The assembled vertical riser was wrapped with a layer of 60-mi! thick, smooth, HDPE, 

gwumembrane liner material. Ihe HDPE liner was wrapped around the vertical riser to provide a 

smoo~h surface which will reduce friction when waste settles around the riser in the future. 

Permit Surveying, performed an as-built survey of the operations layer surface and Rogers 

Sur-veying, performed a CQA verification survey. GCS reviewed data from both surveys, and 

dctermined that Rogers' survey data confirmed Permit's survey data. Permit's data indicated that the 

oprationis layer was slightly thinner than the specified 3.0 feet thickness at several grid points. 

Ddlhur reworked the areas in question, and Permit resurveyed these areas. The new survey data 

indicated that a minimum thickness of 3.0 feet had been installed at each of the surveyed grid points. 

Permit's Record Drawing, Top of Operations Layer As-Built, Sheet 6 of 6, is included in Volume 2 

of this report. Rogers' CQA survey data are presented in Appendix T-6. 

Shortly after the completion of the installation of the operations layer, wind erosion removed a 

few inches of operations layer material from the sideslopes of the landfill. Deihur used a D-6 dozer 

to regrade the sideslopes to re-establish the 3.0 feet thickness of the operations layer. A mixture of 

water and lignosite was then sprayed in the sideslopes to stabilize the surface and inhibit future wind 

933-1354 43


erosion of the operations layer. GCS personnel observed the regrading and the application of the 

I ignosite mixture. 

6.1.2 Testing 

During the installation of the operations layer, M3C personnel obtained samples of the operations 

layer soils. Hydrometer and sieve analyses (ASTM D422) were performed on eight samples of the 

operations layer soil, resulting in a frequency of one sieve analysis for every 1,961 cubic yards of 

material placed, exceeding the specification's requirement of one sieve analysis for every 2,000 cubic 

yards of material placed. The tests were performed in GCS's onsite soils laboratory. The 

specifications required that the operations layer material meew the specification's requirements for 

backfill materials, previously indicated in Section 2. 1, and that the material used on the sideslopes 

should have a maximum diameter of one inch. The test results indicated that the sampled materials 

met the requirements of the specifications for operations layer materials. A summary of the' 

laboratory tests performed on the operations layer materials is presented in Appendix D-7. 

6.2 TOP COURSE 

Top course material was used for surfacing the perimeter road and the access ramp in the landfill,' 

a nd was used as a base course material for the asphalt paving in the truck unloading and staging 

areas, and the site entrance. 

6.2.1. Construction 

Top course material was supplied by ACME Materials and Construction Co. (ACME). Deihur 

installed the top course for the perimeter road and the access ramp. ACMEE installed the top course 

in the areas requiring asphalt paving. In the truck unloading area, three layers of sevenoziydlgeotextile 

were installed on the surface of the HDPE liner prior to the placement of top course. 

On the access ramp, a layer of 16-oz/yd 2 geotextile was installed on the surface prior to the placement 

of top course. Both contractors used similar methods of spreading and compacting the top course 

material. A grader was used to spread the material in the truck staging area and on the perimeter 

road. A D-4 dozer was used to spread the top course material in the truck unloading area, and a JD 

450 dozer was used to initially spread the material on the access ramp. Top course was placed by 

livid around the four-inch diameter, perforated HDPE pipe in the truck unloading area and on the 

access ramp. A water truck was used to saturate the material, and a smooth drum, vibratory roller 

was used to compact the material to at least 95 percent of the material's Modified Proctor (ASTM 

D1557) maximum dry density. The top course material was installed in a three foot thick layer on 

the landfill access ramp, and in an eight-inch thick layer elsewhere. Approximately 760 cubic yards 

of top course were installed on the access ramp, and approximately 1,975 cubic yards of top course 

material were installed on the perimeter road, the truck staging and unloading area, and the site 

entrance. 

6.2.2 Testing 

During the installation of the top course material, GCS personnel performed field moisture-density 

tests (ASTM D2922 and D3017), and obtained samples of the placed material for laboratory testing. 

933-1354 44

WI-C-SD-W025-RPT-OO1, Rev. 0 

Three field moisture-density tests were performed on the compacted top course material on the landfill 

access ramp, resulting in a frequency of one moisture-density test for every 2,274 square feet of top 

course surface area, exceeding the specification's requirement of one moisture-density test for every 

10,000 square feet of surface area. Sixteen moisture-density tests were performed on the top course 

on the perimeter road, site entrance road, and truck staging and unloading areas, resulting in a 

frequency of one moisture-density test for every 123 cubic yards of top course placed in these areas, 

exceeding the specifications' requirement of one test for every 500 cubic yards of top course placed in 

these areas. The test results indicated that the top course had been compacted to at leas 95 percent of 

the material's Modified Proctor maximum density as determined by ASTM D1557. The top course 

moisture-density test results are presented in Appendix 0. 

Laboratory testing included sieve analyses (ASTM C136) and Modified Proctor compaction tests 

(ASTM D1557). Two sieve analyses and two Modified Proctor tests were performed during the 

installation of the top course, resulting in a frequency of one sieve analysis and one Modified Proctor 

rest for every 1,367 cubic yards of top course placed, exceeding the specification's requirement of 

sieve analysis and one Modified Proctor test for every 2,000 cubic yards of top course placed. The 

laboratory testing was performed in GCS's onsite soils laboratory. The results of the tests indicated 

that the sampled top course material met the requirements of the specifications. The top course 

laboratory test results are presented in Appendix D-6. A summary of the construction tests performed 

during the installation of the top course material is shown in Table 19. 

Table 19. 

Top Course Material Construction Testing Summnary. 

MINIMUM TESTS TESTS TESTS 

FREQUENCY J_ __ _ _JREQUIRED) PERFORMED 

Access Ramp 

MbistreDeiiy (ASTM D2922, 1 3 

One Test D3017, & D2216) 

Per_10,000_ft' 

______ 

Perimeter Road* 

Moisture-Density (ASTM D2922, 4 16 

One Test D3017, & D2216) 

Per 500 yd- ______ _______ 

One Test Sieve Analysis (ASTM C136) 2 2 

Per 2,000 yd' Modified Proctor (ASTM D1557) ______ ______ 

Includes perimeter road, truck unloading area, truck staging area, and site entrance road. 

6.3 ASPHALT 

A liquid asphalt primer, MC-250, was applied by ACME Materials and Construction, to the 

surface of the top course on the site entrance road, the truck staging area, and the truck unloading 

area, prior to paving these areas with asphalt concrete. After a curing period of five days, ACME 

insta~lled asphalt paving on the treated areas. ACME placed and compacted the asphalt in two, 

933-1354 45


approximately two-inch thick lifts. The asphalt was compacted to at least 93 percent of the material's 

theoretical maximum density using a smooth-drum vibratory roller. 

CQA laboratory tests and field density tests were performed by Intermountain Materials Testing, 

Inc. (Intermountain) of Pasco, Washington. Laboratory testing included sieve analysis (ASTM C136 

and C 117), extraction test (ASTM D2172), maximum dens ity (A STM D 204 1), and specific gravity. 

During compaction of the asphalt, Intermountain performed field density tests on the asphalt. Four 

field density tests (ASTM D2922) were performed on each lift of compacted asphalt, resulting in an 

approximate frequency of one field density test per 7,500 square feet per lift of asphalt placed, 

exceeding the specification's requirement of one density test for every 25,000 square of asphalt 

placed. 

Following the completion of the asphalt installation, Permit Surveying, Inc. performed an as-built 

survey of the asphalt surface. GCS reviewed the survey data. The surface of the asphalt was outof-tolerance 

at a majority of the surveyed grid points. The survey data indicated that the asphalt had 

generally been installed approximately 0. 1 foot thicker than specified, and that the drainage pattern on 

the north edge and in the southwest corner of the truck unloading area did not meet the intent of the 

project design. The Design Engineer determined that the thickness discrepancy would be tolerable, 

but that the drainage pattern would have to be corrected so that runoff from the truck unloading area 

will drain into the landfill. A copy of the Design Engineer's memo addressing the drainage issue is 

included in Appendix P-2. ACME subsequently rectified the drainage problems by placing and 

compacting additional asphalt in the southwest corner, and by installing a curb on the north edge of 

the truck unloading area to correct the drainage pattern. Intermountain performed laboratory tests on 

the additional asphalt, and GCS performed field density tests on the compacted paving. The results of 

all asphalt laboratory tests and field density tests indicated that the material met the requirements of 

the specifications, and are included in Appendix P-1. 

A performance test was performed to demonstrate that the drainage in the truck unloading area 

had been corrected. A 2,000-gallon water truck was used to spread water on the asphalt surface. 

The water drained into the landfill as designed. GCS personnel observed the demonstration. See 

Append ix P-1 for documentation of all CQA observations related to the construction and testing of the 

unloading area asphalt paving. The reworked asphalt surface was resurveyed by Permit Surveying, 

Inc. These survey data are included in the Record Drawing, Top of Operations Layer As-Built, Sheet 

6 of 6, included in Volume 2 of this report. 

6.4 CONCRETE 

Several small concrete pours were completed for structures on the east side of the Project W-025 

Landfill. The concrete pours are summarized in Table 20. 

Table 20. Summary of Concrete Pours. 

DATE 

STRUCTURE 

OF POUR I 

10-27-93 Base Slab for Leachate Tank Containment Basin 

10-29-93 Walls for Lechate Tank Containment Basin 

933-1354 46

114- I '~UZ9 

WIIC-SD-W025-RPT-OO1, Rev. 0 

DATE 

OF POUR 

STRUCTURE 

J___________________ 

11-09-93 Base Slab for Control Building - (Slab was rejected) 

12-01-93, Replacement Base Slab for Control Building, Steps and Pump 

Platform in Containmnent Basin 

02-10-94 Base Slab for Crest Wall 

02-14-94 Crest Wall 

GCS observed the forming and rebar installation for each of the concrete pours. All rebar was 

epoxy coated prior to delivery. Intermountain Materials Testing performed CQA testing of samples 

of the concrete as it was placed. A set of four concrete cylinders was cast for each pour, and 

laboratory tests were performed by Intermountain to determine the seven-day, 14-day, and 28-day 

compressive strength of each set of cylinders. The specified 28-day strength of 3,000 psi was 

exceeded by the test results for each pair of 28-ay tests performed for each pour. The results of 

Intermountain's tests are included, in Appendix Q. 

The concrete pour which was made on November 9, 1993, was rejected because the pour was 

completed earlier than the scheduled time, prior to the arrival of Intermountain personnel onsite to 

perform CQA sampling and testing. The rejected pour was intended for use as the base slab for the 

control building. T1he Design Engineer determined that a replacement slab could be poured directly 

on the surface of the rejected slab. The replacement slab was poured on December 1, 1993. 

933-1354 47


7.0 OPERATIONAL FEATURES 

7.1 LEACHATE TEMPORARY STORAGE TANK, PIPING, AND TRANSFER PUM[P 

The leachate temporary storage tank was constructed by Quality Tank and Construction, of Sandy, 

Oregon. Carbon steel, Type A36 was used to construct the 10,000-gallon tank. The tank was ASME 

Code stamped, rated for 25 psi. A manufacturer's data report/certificate of compliance, required by 

the provisions of the ASME Code rules, is included in Appendix R-1. A Registered Professional 

Engineer's statement regarding the integrity of the tank system is included in Appendix R-2. 

Coatings were applied to the interior and exterior of the tank, in accordance with the 

specifications. A GCS representative observed the interior and exterior of the tank prior to coating. 

After the tank was coated, GCS's representative measured the thickness of the interior and exterior 

coatings. The thickness of the exterior coating met the requirements of the specifications. The 

interior coating was thinner than specified, so an additional coating application was required on the 

interior of the tank. Subsequent measurements indicated that the interior coating thickness met the 

requirements of the specifications. 

Thec temporary storage tank receives the discharge of leachate from the submersible pumps located 

in the landfill's secondary and primary sumps, and from the self-primhing pump located in the primary 

sump. A series of valves and turbine meters located between the crest wall and the tank allow the 

measurement of the quantity of leachate pumped from each the primary sumnp and the secondary 

surmp. 

The leachate temporary storage tank is equipped with a high level, float-acuated shutoff switch 

that deactivates the pumps to prevent tank overflow. The tank is also equipped with a high, high 

level shutoff switch to deactivate the pumps in the event that the high level switch fails. 

A high capacity transfer pump, mounted inside the containmnent basin for the leachate tank, 

enables the transfer of the leachate from the tank to a tanker truck, and also allows recirculation of 

the leachate in the tank. 

Piping associated with the leachate temporary storage tank includes the HDPE discharge piping 

from the sump pumps, recirculation HDPE piping, and stainiless steel suction and discharge pipes for 

the high capacity transfer pump. The discharge pipes from the sump pumps direct flow into the tank. 

Suction and discharge piping for the transfer pump allow the removal of leachate from the tank. 

Recirculation valves and piping, attached to transfer pump and the tank, enable recirculation of the 

liquid in the tank. The HDPE piping, valves, and meters located between the valves near the crest 

wallI and the leachate tank were pressure tested at 33 psi for hour. Simultaneously, the recirculation 

piping and valves, and the valves and stainless steel piping associated with the transfer pump were 

pressure tested at 33 psi for one hour. GCS observed the pressure testing and documentation can be 

found in Appendix R-4. 

The manufacturer of the stainless steel pipes provided certification of the pipes. The certification 

is included in Appendix 1-2. The tank, associated piping, and transfer pump were wrapped with 

electrical heat trace cable and insulated per the specifications. 

H-ear trace cable and insulation were not required for the discharge pipes between the sump pumps 

and the crest wall, because the piping system was designed such that these pipes contain no water 

933-1354 48

WHC-SD-W025-RPT-O0l, Rev. 0 

when the pumps are not operating. Factory installed check valves have been removed from the 

submersible pumps to cause liquid in the subject discharge pipes to back-drain to the sumps during 

non-pumping periods. The discharge pipe for the self-priming pump is equipped with drain-down 

valves which cause liquid in this pipe to back-drain to the sump during non-pumping periods. 

7.2 CONTAiMNT BASIN AND CREST PAD) 

The containment basin for the leachate tank was lined with BO-mil thick, smooth, HDPE 

geomembrane liner, by GeoPacific. The geomemnbrane was installed and tested in a similar manner to 

that described for the secondary and primary liner systems. After the tank was installed in the lined 

containment basin, a leak test was conducted to verify the performance of the HDPE liner. A 

quantity of water, slightly greater than the capacity of the tank, was placed in the containment basin, 

and the water level was monitored by GCS for 48 hours. Measurements of the water level were 

measured to the nearest 0.004 inch. The measurements indicated no change in the water level during 

the 48-hour test. See Appendix R-5 for leak testing documentation. After the 48-hour period, the 

water was removed from the basin, and GCS observed the floor of the HDPE-lined basin for signs of 

water accumulated beneath the liner. GCS observed no evidence of soft spots beneath the liner that 

would indicate leaking. 

The concrete pad at the crest of the east slope was lined with 8O-mil, smooth, HDPE 

geornembrane liner, by GeoPacific. The geomnembrane was installed and tested in a similar manner to 

that described for the secondary and primary liner systems. The crest pad was lined to contain drips 

or leaks from the array of pipes, valves, and meters installed irnniediately above the pad. T'he lined 

pad drains into the containment basin for the leachate temporary storage tank. Only a few minor 

extrusion welds were required to install the HDPE liner on the crest pad. The welds on the floor of 

the crest pad were nondestructively tested using a vacuum box. 

7-3 CONTROL BUILMING AND ELECTRICAL SYSTEM 

The control building was supplied by Par Construction, of Kennewick, Washington, and installed 

by Delhur. The control building is a metal structure which measures approximately 12 feet long by 9 

-- fant wide by 8.5 feet high. The building houses electrical equipment and control panels for the 

leachate collection and removal system pumaps and ancillary equipment. 

JRT Electric, Inc. (JRT) installed the electrical system for Project W-025. A Pump Control Panel 

Laou drawing, Sheet ElI, and Pump Control Wiring Diagrams, Sheets E2 and E3, were provided by 

JRT and are included in Volume 2 of this report. The electrical system installation included overhead 

service, a transformer, site lighting, and pump controls. The pump control panel was assembled by 

Technical Systems, Inc. of Lynnwood, Washington. The face of the main electrical control panel 

door contains displays which indicate the leachare levels in each the primary and the secondary lining 

system sumps. The digital readings are in inches, and are transmitted through a signal cable from a 

transducer installed in each sump. Automatic switching equipment activates the submersible pump in 

the secondary sump when the secondary sump transducer indicates that the leachate level has risen to 

12 inches above the floor of the sump. 71e pump is deactivated when the transducer indicates that 

the leachate level in the sumnp has fallen to six inches. Automatic switching equipment operates the 

submersible pump in the primary surnp in the same manner, based on the level of leachate indicated 

by the primary system transducer. 

933-1354 49

WHC-SD-W025-RPT-00 1, Rev. 0 

The self-priming pump in the primary system is automatically activated by a float switch. For the 

purpose of the initial calibration, the switch was set to activate the pump when the liquid level 

reached a depth of 30 inches and shut the pump off when the depth was reduced to six inches (as 

measured from the floor of the primary sump). During the operation of the landfill, the float switch 

can be: set to activate the pump before the leachate head on the geornembrane liner reaches one foot 

(as measured from the lip of the sump). 

To prevent overfilling of the leachate temporary storage tank, the submersible pumps and the; selfpriming 

pump are automatically shut-off when a float switch in the leachate temporary storage tank 

indicates that the leachate level in the tank is within 12 inches of the top of the tank. In the event that 

this float switch fails to deactivate the pumps, a high level limit switch on the tank will shut-off the 

pumps if the leachate, level in the tank rises to within 10 inches of the top of the tank. 

A flashing beacon is mounted on the roof of the control building. The beacon is energized when 

a sump pump fails, or when the leachate temporary storage tank is nearly full as indicated by the high 

level switches in the tank. 

The heat trace cable is controlled by a thermostat -mounted on the outside of the control building. 

The thermostat energizes the heat trace cable when the ambient temperature drops below 400 

Fahrenheit. 

The electrical system was reviewed by the Design Engineer's consultant, Sparling, Inc., during 

the Acceptance Test Procedures. Sparling's representative indicated that the electrical system 

performed as designed. A copy of Sparling's report is included in Appendix S. 

7.4 LIGHTlING 

The indoor and outdoor lighting systems were instaled by JRT Electric, Inc. Indoor lighting was 

provided for the inside of the control building. The outdoor lighting system included lights mounted 

on four 40-fieet long wooden poles. The poles were set in holes drilled approximately six feet deep. 

Two I80-watt, low-pressure sodium (LPS) lamps are mounted on the pole nearest the control 

building. One 1 80-watt LPS lamp was installed on each of other three poles. Each of the outdoor 

lights is equipped with a photocell.. The outdoor lighting system was tested by covering the 

photocells, and the system performed as required. GCS obsered the testing. 

73S DRAINAGE, FEATURES 

The drainage for Project W-025 was designed and installed such that the paved truck unloading 

area drains into the landfill, and all other areas beyond the crest of the landfill drain outward, away 

from the landfill. The pavement in the truck staging area drains away from the landfill. Between the 

landfill crest and the perimeter road, the area was graded to provide drainage toward the perimeter 

road. The perimeter road is sloped outward, at a grade of approximately one percent, to provide 

drainage away from the landfill. On the outside of the perimeter road, on the north and west sides of 

the landfill, drainage ditches were excavated as required to provide drainage away from the landfill. 

933-1354 50

WHC-SD-W025-R.PT-001, Rev. 0 

8.0 ACCEPTANCE TEST PROCEDURES 

The Acceptance Test Procedures (ATPs). outlined in the Project specifications. were performed to 

demonstrate that the electrical and instrumentation systems function as intended by the design. The 

following is a list of the components tested: 

H eat trace system 

*Transducers and meter/controllers - primary and secondary sumps 

*Submersible pumps and spare - primary and secondary sumps 

*Self priming pump - primray sumnp 

Transfer pump and spare - leachate tank 

*Flow meters 

*Leachate tank high level switches 

*Control building power and lighting 

*Outdoor lighting 

*Control panel heaters 

The ATPs were initially performed on April 14, 1994. and were observed by OYCS, the Design 

Engineer, and the COTR. The results of the ATs indicated that the electrcal and instnrmentation 

systems function as intended by the Design Engineer, with a few mrinor exceptions. The exceptions 

included discrepancies in flow meter readings, minor dripping from vacuum release valves, and 

occasional sticking of the high-level limit switch. The three minor discrepancies were included as 

punch list items to be reconciled in the near future. Documentation of the results of the initial ATPs 

were presented in a report prepared by Westinghouse Hanford Company, Acceatancc Test Reot. 

WHC-SD-W025-ATR-001. Rev. 0 dated May, 1994. 

Engineering Change Notices subsequently required the replacement of the flow meters, the 

replacement of the vacuum release valves, and modifications to the piping configuration near the flow 

meters. Acceptance Test Procedures were performed on October 4, 1994 to demonstrate that the new 

components function as intended by the design. These ATPs were observed by GCS, WF{C- 

Operations, and the COTR. The results of these ATPs indicated that the new flow meters, piping, and 

vacuum/air release valves function properly. Documentation of the results of these AM~ were 

presented in a report prepared by Westinghouse Hanford Company, Acceptance Test Report WHC- 

SD-W025-ATR-01, Rev. L dated October, 1994. 

933-1354 51

WHC-SD-W025-PT-001, Rev. 0 

9.0 CONCLUSION 

Thc activities described above associated with the construction of the Radioactive Mixed Waste 

Land Disposal Facility, Non-Drag-Off, Project W-025, in the 200 West Area of the Department of 

Energy's Hanford Nuclear Reservation, near Richland, Washington, were observed by GCS personnel. 

Based on GCS's observations and the results of testing reported herein, it is GCS' opinion that the 

above mentioned system has been constructed in substantial compliance with the design drawings and 

project specifications, including the engineering changes documented in this report. 

933-1354 52


FIGURES 

53

THIS PAGE INTENTIONALLY 

LEFT BLANK

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WHC-SD-.WO25-RPT-0O1, Rev. 0 

Spokane GRANT CO. ADAMS CO. 

SITEI 

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I 

FRANKLIN CO. 

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portions of the Hanford Site not 

otherwise designated. 

HANFORD 200-WEST AREA LOCATION 

54DOE/NOO-COA 

PROJECT NO,.933-1354 DRAWINGNO. 481214 DATE 5194 DRAWN SY TX Golder Construction Sevices 

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WH-C-D-W025-RPT-OO1, Rev. 0 

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Extrusion weld 

PasstFaill code 

Description 

___________________FAIL 1 

Adhesion Failure 

___________________FAIL 2 


FAIL 3 


PASS 1 

FTB welded seam edge 

PALSS 2 

17TB welded seam edge 

___________________FASS 3 

FTB heat seam edge 

_______________PARSS 4 

FTB heat seam edge 

PASS 5 

FTB welded seam edge 

MASS 6 

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PROJECT NOM 354 ORAWING NO. '9599 DATS SI"/4 DRAWN BY TB 61 Golder Construction Services

THIS PAGE INTI'NTIONALLY 

LEFT BLANK

WHC-S-W025-RPT-OO', Rev. 0 

Untested specimen 

Fusion weld 

Pass/Fail code 

Description 

(F 1) Adhesion Failure 

I (F 2) FTB break at seam edge 

(F 3) FTB break at second seam edge 

(F 4) FTB break at second seam edge 

(P 1) FTB break in sheeting 

(P 2) FTB break at seam edge 

FIGURE 

HDPE WELD DESTRUCTIVE TESi 

CODES FUSION WELD 

DOEJNDO CQMA 

PROJECT NO. 933 1354 DRAWING NO, A9599 DATE 51"Ag DA~wN BY T8 62 Golder Construction Services

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APPENDIX A 

CONSTRUCTION SCHEDULE AND GCS ONSITE STAFF 

A-i


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LEFT BLANK


APPENDIX B 

SUMMARY OF SUBMITTAL REVIEWS BY GCS AND GAI


LEFT BLANK

WHC-SD-w025-RT-ooi, Rev. 0 

SUMMARY OF SUBMITTAL REVIEWS BY GCS AND GAI 

Project W-025, Non-Drag-Off GCS Project No. 933-1354 

SUBITTAL DESOM~ON STATUS 

NO. 

12 Farthwork operations plan and schedule Approved by GCS: 09-02-93 

13 Trenchling and Shoing Plans intormation only 

14 Trenching and Backfiling (Operations Plan and Schedule) Approved by GCS' 03-10-"A 

(Se* Submittals 10 & 12) 

is Trenching and lBackroling (Trenching and Shoring) Approved by GCS! 03-10-"4 

(See Submitta 13) 

i6 Admix preparation plan (benlionits) Approved wl exception by GCS: 09-17-03 

Resubmit w/ lost pad results 

16A Admix preparation plan (Pug mill) Approved w/ exception by GCS: 09-29-93 

168 Admix preparation plan (Pug mill) Approved by GCS: 10-05-93 

16.1 Admix Prep. Plan (soft Scale Carl.) Approvedby GOS: 10-12-93 

17 Soil liner placement plan Not approved by GCS. 09-27-0 

Resubmit 

17A Soil liner placement plan Approved by GCS: 10-Z5-93 

is Admix Production. Placement, and Trimming (Op.. Plan and Schedule) Approved by GCS: 03-10-904 

(See Submittals 10. ISA. 168. 17.& 17A) 

19 Trenching and shoring plan App.om.d by GCS: 11-12-93 

20 Granular Drainage Layers/Earthworc Operations Plan and Schedule Approved by GCS: 12-05-43 

21 Granular Drainitge LayeirelGiavel Sampfoo Approved by GCS: 12-05-93 

22 Operations Laysr/Eanhworc Operations Plan and Schedtle Approved by GCS: 12-0"-3 

23 Operations Layer/Tienchirig and Sharing Plans Approved by GCS: 12-05-03 

24 Goctextile OA and 00 documentation Approved by GAI: 09-20-113 

2A.1 ON/OC documentation (thread for gotextil Approved by GCS! 10-25-93 

933-1354 B-1


SUMMARY OF SUBMITAL REVIEWS BY GCS AND GAI 

Project W-025, Non-Drag-Ott GCS Project No. 933-1354 

SUBMWITTAL DESCRIPTION STATUS 

No. 

2S PULOQA( C documentation (SLrs CA Manual) Approved w/ exceptiont y GAI: 0"l2-43 

R~esubmit 

2SA FML CA and DC documentation (Crystallinity lonter) Approved wi exception by GAI: 10-0 1-93 

Resubmit 

255 Friction Antgle Test (admixlI FMLW Approved by GCS: 11-19-93 

28 . Geomembrans CA & CC Data Approved by GCS: 1 1-1"-4 

25.2 Ew0udaie Certifiation APPrOvedby 605; 11-1"-3 

25.3 Geomoembrano OA & O Data Approved wiexc*Ption by 608: 11-1"-3 

Resubmit 

253IA 13,6membrmno OA & CC Documentation (Assin oi~ carhification Approved by GCS: 01-18-04 

and Geocomposi CA & CC data for s2 tongs) 

25.4 Gotembraie, CA & 0C Data Approved wIexception by 608: 11-19-93 

25.4A Same submittal as 25.31A Approved by G08: 0-89 

25.40 Goomembrone CA & 00 Dcoumentation (Erwironmentaf Strss Crack Approved w/iexceptions by GCS: 02-0"-4 

Aosistartco Cwrtilcation) 

2S.4C Gooembran. CA &0 OCouemenatioi (Envirconental sit*" CrWa Approved by GC8: 03-22-94 

Resistance Certification) 

28.5 Geotwembrane CA 11 GC Documentation (Cenification - weldift in Approved by GOS: 12-08093 

temperatures 

es th 40 degrees) 

25.6 Geomnembrare CA & CC Documnentation J0.n for roll 8383) Approved wlexcepion by GCS: 01-14-84 

2.SA Geomembrane CAL& C Documentation (Direct Shtait RepoMt Approved by GAt & GC: 02-09-4 

2.7 Gomfembrano CA &£00 Documentation (eaomi. and roils 98041&9805) Approved by 6C8: 01-18-94 

23J Goomarmbrano CA & 0C Documentation (PResitattce to "oI Burial Data) Approved by 608: 03-10-4 

25.9 Geontmbrane CAICO Documentation (Catm - R~euistance to Soil Burial) Approved by 6CS: 0-22-94 

933-1354 B-2

JY~~ TJ 

J 

WF*C-SD-W025-RPT-OO1, Rev. 0 



SUBMITTAL DESCfiPTION STATUS 

NO. __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 

26 Gsonet CA and 00 documentation Approved by GAI: 00-21-03 

20.1 Gaeet flficaion and CC Data Approved vd exception by GCS, 11-1%-93 

Reaubmfl~taf not required. 

211.2 Geonet OAIC Documentation (Lo ner re: densit) Approved by GCS: 11-10-03 

27 Geocompoelte CA and CC documentation Not approved by GAI: 09-21-93 

Aemubmriit 

27A Geocornpositle Approved by GCS: 10-12-03 

273 Friction Angle Tests (geocompo&ile/FML & geocomposils/ops. layer) Approved w/ exception by GCST 11-19 -03 

Resubmit - (Con. for Goocompoai) 

27C Geocompoeite CA & DO Documentation Approved wl exception by GCS: 12-15-94 

28 Gecayritltirics (Sampls tar Fingerprinting and Conformance Teawa) Approved byGCS: 03-10-94 

(GCS samipled delivered rols. MAo. see Submittal 25.3r) 

20 Geour. C.A. program for Installation Approved by GCS: 00-21-03 

20.1 CA program for installation (Panel Layout Owg.) Approved by GCS: 10-26-93 

29.2 CA Program for installation (fusion end extruion weldwr.) Approved y OCS: 11-1".3 

29.2A Conse. for Gauges. Calibration of Tensiomtlr Approv.)d by GC&* 11-19-9 

30 FIMt in"Wllr & warning personnel Appro-.d by GC.S: 00-21-93 

31 Asphalt Mix Design 4poved tyG'At: 12-08-93 

31.1 Asphafl ix Design (Seal Coat) Approved by GAt: 04-04-04 

32 Methods of Placement and compaction (General MO1 Approved by GCS; 10-25-93 

33 Oescip. of Methods for Excay. and Finishing Drainage Ditches Approved by GCS: 12-01-93 

34 CC cartification of HOPE pipe Approved wt exception by CS: 09-16-"3 

Aosubmil 

13A 

COC certificaetion - HOPE pripe !Approved wIexceptiontiy13CS: 11-07.43 

933-1354 B-3

WHC-SD-W025-RPT-001. Rev. 0 

SUMMARY OF SUBMITTAL REVIEWS BY GCS AND GAl 

Project W-D25, Non-Drag-Off GCS Project No. 933-1354 

SUBMTTAL DESCRWPTION STATUS 

us 00 Cerlifcation - HOPE Pipe Approved by GCS: 12-411-03 

as Fabrication Drwg. - (HOPE pipe) Approved by GCS: 11-07-03 

3SM Fabrication Drewingg fir HDPE Cofection Wei Approved by GCS: 12-05-g3 

36Oualifications of Jining personnel 

Approved by GCS: 00-1&-93 

27 Vertical riser pipe Approved w/ exception by GAI: 09-27-93 

Resubmit 

27A Pf estl concrete pipe Approved by GAL: 1$-04-9l3 

33 Rebar and coating Approved by GCS: 10-26-O3 

30 Shop drawings - rebat Approved by GAl: 10-26-3 

40 Certificae of Admnixture (Ail-entramning admit lot concrete) Approved by GAI: 0 -04 

41 Concrete mix design Approved by GAI: 1%-26-0 

42 Anchor bolt type Approved by GAI: 10-2"-3 

43 Waterelops Approved by GAL 1V-2"43 

44 Metal Fak JShop Dwa, (Veflical riser lid anrd grating) Approved by GAl: 01-11-44 

411Manufacturer's Tecti. Into. (Door lot Contol Building) 

Approved-by GAL0-44 

46.1 Manufacturer's Tech. Info. (Frame for Control Building Door) Approved by GCS: 04-15-04 

47 Paint Coat System (Coating Systems ust) Approved by GCS: 03-10-4 

(See Sublnltale 48. 411A, "n 4it.1) 

42Manufacturer's Specifications (Manhole coating) Not approved by GAI: 10-21-03 

Resubmit 

411A Manuts Specifications (manhole coating) Approved by GM: 11-16-43 

48.1 Mantis Specifications (tank coating) Approved by GAl: 1 1-0"-3 

933-1354 B4

WHIC-S-W025-RPT-OOI, Rev. 0 

SUMMARY OF SUBMITTAL REVIEWS BY G3CS AND GAI 


SUBMITTAL 

DESCFIPFTIOINSAU 

NO. ____________________ _ 

AsPaint Costing Systems (color Samples) Approved by GCS: 03-16-"41 

so Pumps. motors, mtelrials. etc. Approved by GM: 09- 17-03 

60.1 Into. on pumps, motors. etc. Approved w/ exception by GAL: 10-07-02 

Resubmit 

50.1A into. on pumpa, motors, etc. Approved by GM: 11-44-43 

51 Manu. Into. - Control bldg., hardware. etc. Approved wl exception by GAI: 10-28-fl 

Resubnt 

51.1 Control building foundation A;PprovedbyGAI: 11-04-93 

51.2 Misu ' Information (control building) Approved byGAI: 11-17-93 

52 Mnu. Into. - Design load -bldg. Approved by GA: 11-12-93 

53 Loachate tank: fabricator drawings Approved w/ exception by GM:; 09-20-93 

Resubmit 

53A Fabricator drawings Approve d w/ exception by GAL 10-14-43 

Resubmit 

538 Liqiia level indicator - tank Approved by CM: 11-04-93 

52. 1 Fabrication dwgs - Vent -leachate tank Approved bytlAl: 11-04-93 

6327 Fabrication dwgo. - Elbow tor Ieachistte tank Approved by GAl: 11-05-03 

53.3 Fab. Drawings (Lachate Tank) Approved by GAL 12-05-93 

53.4 Fabricator Drawings (letter trom tank fabricator) A4proved by GAI: 12-08-93 

53-5 Fab. Dwgs. (AStE Cart. for Leahato Tank) Approved by GAl: 12-06-3 

53.8 Fab. Drawings (Leachate Tank) Approved by GM: 12-0S-03 

54 Pump Controls (Dotailed Drawings and Manufacturer's Information) Approved by GAI: 04-04-94 

55 Electrical System and Pump Controls Approved w/ comments by GM: 12-08-93 

933-1354 B-5

WH-C-SD-W025-RPT-001, Rev. 0 


Project W-025, Non-Drag-Of GCS Project No. 933-1354 

oUSBMrTAI. DESCRIPTION STATUS 

F6 ecord Drawings (electrical) Approved w/ comments by GAL: 12-05-03 

57 Shop Drawings - Discharge Pipe Rtesubmit: 01-21-94 

59 Fabricator drawings (Leachals tank shell) Approved w/ exception by GCS: 09-3"-3 

Flasiibmltall covered by Not. 53 - 53.6 

59 Certification for Stainless Steel Pipe Approved by GCS: 03-24-44 

60 Tech, data for hangers. brackets. supports Approved by GAL 10-07-03 

01 Pip, and Conduit Support Systems (Calculations) Approved by GAI: 04-04-4 

62 Pipe and Conduit Support Systems (Drawings) Approved by GAI: 03-18-04 

63 Vacuum release valves Approved by GMA: 08-23-03 

64 Solenoid drain valve and piping Approved by GAl: 09--23-03 

64.1 Solenoid Drain Valve and Piping Approved by GAL: 03-16-114 

65Valver. Sample cocks Approved by GAL: 09--23-03 

s6 Check valves Approved by GAL: 09-23-03 

97Manu. data - auto drain valve Approved by GAL:- 11-12-43 

as Bufterity valves Not approved by GAL: 09-23-03 

Flesubmit 

62A Butterfly valve Approved by GAL 10-05.43 

so 

Turbine meter 

Approved by GAl: 09-23-03 

70 Manulactunrrs product data & t.ch. Into Approved by "AL 10-07-93 

72 Else. SYs5tem Certification (Inhtallation per Drawings provided by KEN) Approved by GAl: 04-04-04 

73 Fuaeways 

Approved w/ exception by G AL: 09-30-93 

Resubmit 

73A _Materials and methods (coaling and conduits) Approved by GAl: 11 -05-53 

933-1354 B-6


SUMMARY OF SUBMITTAL REVIEWS BY GCS AND GAl 


SUS*JITTAI. DESCRIPTION STATUS 

NO. 

74 W~re and cables Approved by aAf: 01-30-93 

7SConnectors and terminations Appt'vsd by GAl: 09-30-93 

75 Motor controllers Approved wl exception by GAI: 10-28-93 

Resubmit 

76A Motor Controllers Approved wI exception by OCS: 12-08-03 

77 Povw service equipment Approved by GAl: 10-28-3 

72 Trmnslorroars Approved by GAl: 11-0"-3 

78.1 Transformers Approved by GAI: I11-1 5-0 

79 Panel boards ApproMe wt exception by GAL 11-0$-93 

No resubmlllaJ required. 

go Product Data (Ughtirtg Fxtures and Ballasts) Approved by GAI: 04-08-94 

$1 Woow Po161 Approved by GAL 09-30-03 

82Open fuse cutouts Approved wi exception by GAI: 11-07-93 

No resubmittal required. 

83 Surge Arrestare/product data Approved wIexceptionlby GAI: 10-05-93 

Alsubmit 

83A product data - surge arrestor Approved by GAJ: 11-09-93 

84 Pushi bunon stations ADo)rov3d */exsception by GAL 10-20-03 

Resubmit 

94A Push 6ut1xn Stations Approved w/ exception by GCS: 12-08-093 

85 Puitbox Approved by GAM: 09--30-93 

8o Heat trae. Not approved by GAL. 09-30-93 

Resubmit 

933-1354 B-7


SUM MARY OF SUBMiTTAL REVIEWS BY GCS AND GAl 


SUBMITTAL DESCRtPTION STATUS 

NO, 

99A Heat tiace Approved wi exception by G At: 11-05--93 

No reaubmitlal required. 

87 Materials and methods (paneiboard) Approved wIexception by GA?: 11-09-93 

No resubrnittal required. 

BaMotor Controllers Approved w/ exception by GA?: 10-28-0 

Resubmit 

"IA Motor Controllers Approved w/ exception by GCS: 12-08-3 

85 Shop drawings - transformers Approved by GAI: 11-05--93 

89.1 Dry Type Transformert/Shop Drawings Approved by GAI: 12-08-93 

go Shop drawing (panelboard) Approved w/ exception by GAL: 11 -09-93 

No resubmgia required. 

91 Certified Laboratory Test Report - Lighting Approved w/ exception by GAl: 11-05-93 

9ACenitied Laboratory Test Rteport - Lighting Approved by GAI: 12-22-93 

92 Lighting Approved w/ exception by GAl: 1$-12-93 

93 Eectric Hest Trace-Catalog data Not approved by GAI: 09-30-3 

Resubit 

93A E)ec. beat trace, Approved w/ exception by G At: 11-09-43 

No resubmltta required. 

94 Manutacturer's C test results Resubrnit-cannot review until cable has been submitted: 10-19-9 

94A Mantufacturer's 0A10C Tests Approved by GA?: 12-0"-3 

300 Int. request Piggy back pump Arrangement approved by GAL 00-0"43 

____________________________________________Resubmit 

w/ additional information 

933-1354 B-8

WHC-SD-WO25-RPT-001, Rev. 0 

APPENDIX C 

SPECIFICATION CLARIFCATIONS AND ENGINEERING CHANGE NOTICES


LEFT BLANK

I J, U L 


APPENDDC C-1 

PRECONSTRUCTION MIEETING MINUTES 

c-1

THIS PACE INTENTIONALLY 

LEFT BLANK

WHC-SD-W025-RPToo1, Rev. 0 

A4 

HANPORD 

ENGINEEING 

MINETE 

Type etn N.Dt 

PRECONSTRIJCTION MEETING 54-0 uut2,19 

Project or W.ork Order No. 

and Tit(*Dstiuto 

KEH-5346 W-025 RADIOACTIVE MIXED-WASTE LAND 

DISPOSAL FACILITY 

Attendees 

Ref erence& L . Gavin -KEH 

C. Maxson -KEH (E3-23) 

W. A. Holstein (KEH PM) 

AttendeesE. 

G. Erpenbeck (CUST. PE) 

J. Morton - KEH M. S. Collins (DOE PE) 

C. Knitter - Golder Const. Svc. A. G. Pines - WHC 

S. Matthees - Golder Const. Svc. Contract File 

8. P. Rivers - Redsal Mobile Offices 

J. Tadlock - JRT ELEC. 

A. B. Beck - KEH 

T. Hoith - Delhur Ind. Inc. 

R. Hurwort - elhur Ind. Inc. 

0. Martin -Geo. Pacific Lining 

V. G. Clements - Industrial Plastics Inc. 

J. Hensley -WDOE 

K. McLerran -KEH 

M. Prindiville - KEN 

J. Sarn - ACME M&C 

J. Webber - Permit Surveying 

B. Mast - WI 

J. Coskey -PPL/CETCO 

F. Shurl -Golder Associates Inc. 

L. Borneman - Pilchuck Mech. 

I 

INTRODUCTIONS 

* Introduction of Attendees. 

* The "Contract Player Sheet" was distributed and establishes Jim 

Morton/Peyton Rackley of KEH at (509) 373-3722/372.21740 as the Field 

Contract Engineers, and Bill Holstein of KEH at (509) 376-5089 as the 

Project Manager. 

* All correspondence pertaining to this project should be directed to: 

Kaiser Engineers Hanford Company 

P. 0. Box 888 

Richland, Washington 99352 

Attention: Jim Morton/Peyton Rackley 

Field Contract Engineers 

52-55 

o~ared Bly Tp oed 

HMM61 .xEII 9/1/90 

Jim Morton/Peyton Rackley 

6borton/Peyton Rackley 

Fi~ ield Contract Enqlneers 7iTte r e on tra~ Lngineers 

933-1354c-I

WHC-SD-W25-RPT-O1 Rev. 0 

KCAISER 

ENGINEERS 

I pe 

MIUTES OF M[EEMDG - CONTINUED 

MeigN.Dt 

PRECONSTRUCTION MEETING 54-0 uut2,19 

Project or W~ork Droer No. and Titie Pg o 

KEH-5346 W4-025 RADIOACTIVE MIXED-WASTE 


LAND Page 2 of 8 

minutes Continued 

11 SUMMARY OF WORK 

* The Notice of Award was issued August 8, 1993, to Delhur Ind. in the total 

amount of S1,663,093. 

* Work included: 

Mass Excavation, soil bentonite liner, Geosynthetics liners, piping, 

electrical, roads, paving, construct test fill. 

* Work Not Included: 

Installing and monitoring SDRI in test fill . Quality assurance acceptance 

and testing, except as noted in CQA Plan, construct closure cover for 

landfill. 

" The Notice to Proceed to be issued after approval of safety related 

submittals or about August 31. The contract completion date is 268 days 

after receipt of Notice to Proceed. 

" Specific milestones or work elements to be completed per Div 1, Section 

1010.1.3.2. 

III ITEMS FURNISHED FOR CONSTRUCTION 

IV 

* Gravel and sand may be obtained from mass excavation of trench and per 

Contract documents.. 

APPLICATION FOR PAYMENt 

* Payments to the contractor are normally made on a monthly basis in 

accordance with Section No. 15 of the Contract General Conditions. At the 

end of each month KEH and contractor will meet and review progress to date. 

* The contractor was reminded that up-to-date certified payrolls are necessary 

to assure timely progress payments. 

* Final payment for this contract will not be made until all associated KEH 

subcontractor security badges (with exception to previously reported lost 

badges) are returned to the KEH subcontractor badging office, 1301 

Building/3000 Area. Note: Lost security badges must be reported 

immediately to KEH. 

* Schedules are per the Contract documents and some are required in the first 

15 days of the contract after NTP. 

Pr~eped By 

Appoved By 



Titie Y1 1i LonzracZ Lngineers TitLe FeIC Lontract Engineers 

KPM614..EM 9/1190 

933-1354 C-1 -2

WIHC-SD-WO25-RPT-O1, Rev. 0 

K

WHC-SD-W025-RPT-Ool, Rev. 0 

MINUTE OF MEETM - CONTIUELD 


Project or work Order No. and Title Pg o 

KEH-5346 W-025 RADIOACTIVE MIXED-WASTE LAND Page 4 of 8 

DISPOSALFACILITY___________________ 

M i 

utes Ct ninued 

VII 

SURVEY AND FIELD ENGINEERING 

Contract required Contractor to perform survey and field engineering and 

shall be the responsibility of a land surveyor registered in the state of 

Washington. 

VIII 

PERMITS 

0 Excavation Permit was issued during Pre Con Meeting. 

0 Backfill Permit will be issued as required by KEH. 

a Tie-in Permit is required for water. 

0 Hazardous Work Permit will be issued for burning/cutting as required. 

& Radiation Work Permit no. SW-24 REV. I was issued for excavation only. 

* Oversize Load Permits are required, KEH requires 4 days notice. 

IX 

SPECIAL PROJECT-PROCEDURES 

* Asbestos handling requirements: Do not anticipate any materials with 

asbestos to be used in the construction of trench facility. 

X 

* Hazardous material requirements: Submit a proposed method for storage of 

hazardous materials, 5 day notice is required. 

PROQJEMETNGS 

a The contractor has held an informational meeting on August 25, 1993, with 

representatives of any Labor Organizations. The contractor is also 

* responsible to ensure their lower tier subcontractor are signatory to HSSA 

and the agreement is complied with. 

0 Construction Progress Meetings will be held per the Contract documents and 

will last approximately one hour or as necessary. Contractor requested 

meeting be held on Tuesday at 7 a.m. 

a Daily meetings will be per the CQA Plan or as required by Golder Associates. 

Preparied by 

Approved by 



Title Fieo Contract Lngingers Title tieio ~OnTract tnglneers 

mpH 614.KEN 9/l/9 

933-1354 C-i1-4

WHC-SD-W025-R.PT-OO1, Rev. 0 

ACAISER 

ENGINgERS 

MDr4=S OF NMEETNG - CONTIUD 

Typ Meeting Noa. Date 

PRECONSTRUCTION MEETING 5346-004 August 25, 1993 

Project or Work Order Me. an~d Title 

Miies 

Page No. 

KEH-5346 W-025 RADIOACTIVE MIXED-WASTE LAND Page S of 8 


__________________ 

XI 

Continued 

SUBMITALS 

* KEH provided the contractor data transmittal forms to use to transmit 

submittals to KEH. Each submittal shall have a separate transmittal form 

completely filled out with Submittal No., Specification Section, Title and 

Description of submitted data. 

* Twelve (12) copies of all submittal are required. A fifteen (15) day 

turnaround is allowed for KEH to review submnittals. 

* The contractor is required to review and approve all submittals prior to 

transmitting to KEH. 

* Upon receipt of deficient submittal data, the contractor shall make 

corrections noted on the transmittal and shall resubmit the dgta to KEH 

within ten (10) calendar days. 

* Critical submittals one through ten have been received by KEH are being 

distributed for review. Qualifications for liner installer and pugmill 

operators have been reviewed and are acceptable. 

XII 

PROGRESS SCHEDULES 

* A progress schedule must be submitted. Schedules are due within 30 days 

after NTP or before. 

* The Contract Completion 268 days after NTP. 

* Specific milestones as specified in 1010-3.1.3.2. 

" Work is scheduled to start on or about September 1, 1993 or after NIP is 

issued. 

XIII 

QUALITY ASSURANCE 

" QA/QO requirements were reviewed by Golder Assuciatc; and as specified in 

the Contract documents. 

* Reviewed Hold and Witness points. Destruct test wili be by Golder. 

Prepared By 


Approved fly 


Title t ieio uohract ngineers Title H7-eld Contract Engineers 

NPM_614.K9H 9/1/90 

933-1354 C-1-5


/(AISSR ENVCINEZRS 

HA NW=ORZ 

NMNUTE 

OF MEETING - CONTINUYED 

I Ye eeting No. Date 


Project or work Order Mo. and Titte 

page No. 

KEHf-5346 W-025 RADIOACTIVE MIXED-WASTE LAND Page 6 of 8 

DISPOSALFACILITY__________________ 


XIV CONSTRUCTION FACILITIES & TEMPORARY CONTROLS 

* First Aid is available at 2719 Bldg. in the 200 West Area. 

* Storage and laydown areas are available at job site and as directed by KEK. 

* The waste disposal area is located about 10 miles from job site, Central 

landfill. 

* Water is available after tie-in is completed and per Contract documents. 

0 Drinking water is not available. 

0 Electrical power is not available. 

0 Telephones are not available. Use of cellular are required. 

0 Toilets and washrooms are not available. Contractor to provide per 

contract. 

* Dust Control is required during all construction activities. 

a 

XV 

A field office is required. 

TRANSPORTATION AND HANDLING 

* Railroad shipments are possible into the Hanford Site per Addendum No. I and 

Section 01610 of the Contract documents. 

XVI 

PRODUCT OPTION AND SUBSTITUTION 

XVII 

* The contractor must prepare a substitution approval request for any product 

substi tutions. 

PROJECT RECORD DOCUMENTS 

* Contract documents are required to be turned over to KEH after certain 

activities are completed and after Completion of Construction. 

a One (1)i copy of the Certified Payroll is required on a weekly basis. 

Payroll shall include employee's full name and Social Security Number. 

a Daily Force and Equipment Reports are required. The format for reporting is 

the contractor's choice. 

Prepared bly 

Approved Sy 



71im FIGi~ Lontrctz LngIneers Title IM Lontract Engineers 

11PM 6UAEM 9/1/9 

933-1354 C-1-6


kAISER ENGINEERS 

NANFO0 

MDNUTE OF MEEETING - CONTINUD 

Meeting NO. 


project or Wdork Order No. and Title 

Page No. 



Miue Weekly manpower reports are to be submitted to KEJI and due by Friday noon, - 

KEH to furnish the forms. 

" Test reports are required for certain activities per the Contract documents. 

xVIII SPECIFICATIONS 

XIX 

0 Contractor received six (6) sets of drawings and specifications. 

GENERAL 

* The contractor was advised he should not proceed with any changes to the 

contract without prior written direction from the Contract Administrator or 

the Field Contract Engineer. 

* Contractors shall not direct shipments to "Kaiser Engineers Hanford, 801 

First Street, Richland, Washin~gton 99352", or to themselves in care of 

Kaiser Engineers Hanford Company. 

* Shipments should be addressed to: 

CONTRACTOR 

Delhur Industries. Inc. 

PROJECT NO. KEH534- W-025 

ADDRESS 23r St.and Dayton Ave 200 West-Area 

* The contractor should arrange for appropriate badging and be mobilized and 

able to off-load shipments with his equipment. Any deviations in this 

procedure must be approved by the Director of Subcontracts and Procurement 

or back charges will be made. 

* Contractors responsible for their lower tier subcontractors. This 

responsibility includes the timely submission of all contract required 

documents as well as copies of Certified Payrolls. Failure to comply on any 

level could delay processing of payments. 

* WHC to provide temporary power, WHC shall issue LOI requesting Contract 

Change. KEH will issue Change Order after receivin~g direction from WHC. 

* Golder Associates requested not KEH to hold weekly progress meetings any day 

except Mondays. Contractor requested the meetings to be held on Tuesday at 

7 a.mn. that was agreeable to all parties involved. 

Date 

XP94 M..XEH 9/1/90 

IT tt 

FeldCotrct ngnersTitle Mield LontraCt ngners 

933-1354 C- 1-7


KCAIS9ER 

E=NGINEE=RS 

M[INUTrES OF MEETING -CONTrINUED 

7 ype Meeting No. Date 


Project or work order No. and Titte Page No. 


DISPOSALFACILITY___________________ 


* Contractor is required by Contract to have a signed HSSA for all 

subcontractors. 

* Need JSA for specific work activities before NTP can be issued. Contractor 

will develop plan for the following activities: Mobilization, excavation, 

Mtgnill operations, test fill construction. 

* Contractor requested map of Hanford area. KEH will hard copy. 

* KEH requested the contractor to use RFI for all requested information. KEH 

to issue forms. 

Unless the originator is advised otherwise, 

Meeting Minutes are correct as written. 

it is assumed that the foregoing 

933-1354 C-I14

WHC-SD-W025-RPTO001, Rev. 0 

APPENDIX C-2 

GEOSYNTHETrICS PRECONSTRUCTIO0N MEETING MINUTES 

0-2


LEFT BLANK

9A! 1i 

A 


RMW LAND DISPOSAL FACILITY, NON DRAG-OFF 

PRECONSTRUCTION MEETING WITH GEOMEMBRANE INSTALLER 

NOVEMBER 17, 1993 

REF. NO. 933-1354 

ATTENDANCE 

NAME 

DENNIS MARTIN 

DAVE MATHIIS 

STEVE MRL" 

SCOTT MATTHEES 

REPRESENTING 

CEOPACIFIC 

GCS 

GCS 

GCS 

GENERAL DISCUSSION 

Subgrade acceptance certificates will be required prior to deployment 

GeoPacific will install geomembrane on the slopes, then the floor, then in the sumnp. 

Trial seams will be required every four hours, generally at the start of the day and after lunch. 

If a breakdown of a welding apparatus occurs, a new trial searn will be required after that piece 

of equipment is repaired (before being allowed to resume welding). During each seaming period, 

each technician who will be welding will be required to perform a trial seam with each welding 

apparatus he wil be using. 

Overlap for extrusion welds shall be at least 3 iniches, and overlap for fusion welds shall be at 

least 5 inches. 

Destructive test samples will be obtained at a minimum frequency of every 500 feet of welded 

seam. If a destructive test fails, bracketing destructive tests will1 be required at least ten feet on 

either side of the failing test At a minimum, capped seams longer than 150 feet in length will 

destructively tested. 

For welding below 40 degrees F., GCS will require additional trial seams, and will. increase the 

frequency of destructive tests. CeoPacific should certify that their cold weather seams-L wil be 

equivalent in quality to seams produced at tnnperatures between 40 and 104 degrees F., and that 

such welding will not cause physical or chemical modifications such that the short-term or longterm 

performance of the liner will be adversety affected. 

Resumes have been received for the crew proposed for this project. If the crew which actually 

works on this project is different from the proposed crew, resumes of the new people will be 

required. 

Generators must be fueled outside of the liner area, unless CeoPacific can construct suitable catch 

basins to catch spilled fuel and prevent spillage of the fuel on liner, even during windy 

conditions. 

933-1354 C-2-1

WHC-SD-W025-RPT-O0i, Rev. 0 

November 17,1993 29315 

Calibration for CeoPacific's field tensiometer must be supplied to GCS. 

Calibration for the vacuum gauges to be used in vacuum testing extrusion welds must be 

supplied to GCS. 

Calibration for the pressure gauges to be used in air pressure testing the fusion seams must be 

supplied to GCS. 

933-1354 C-2-2

I .1 LJJJ 

WH-S-W025-RPT-OO1, Rev. 0 

APPENDIX 0-3 

ENGINEERING CHANGE NOTICES 

C-3


LEFT-BLANK


2. ECN Category (magc 3. Onginaois Name. Organization. IJSIN. and Telephone No. 4. Data 

on) .S. Shurt. Goidei Aseociates Inc. (20) 83M S.7I -7_23 

Dirld P00,1ision 2 S. Project 7Thlet2No.JWoIc Order No. 6. SldgJ~y. Fmc No. 7. Impact Level 

Temporary 0 W-02 RMW Land Disposal Faci~ty . 20OW / 21.-W-5 30 

Discovery 0 a. Doc. No. Affected prncludo Pow. and shoot no.) 9. Related ECN No(s). 10'. Related PO No. 

Ca" ad a soe.Itel2blow. & pg. 1 W02$0020-=, 004 NA 

Itsa, Modiftion Workc I Ib. Worki Package Doe,. No. IlI. Completa Installaion Work I Id. Complete Restoration 

C3 Ye (fi outBtk.(Temp. ECN only) 

11h) NA NA NA 

a No (NAB Wks.l11b. 

lie. lid) Cog. Engineer/Signatute & Dale Cog. Engineer Signature & Date 

12. Description of Change 

Changes and C~arifeatons, to Project W-025 Design Drawings (see attached sheet 

1. Drawring No. H-2-1315bit. Detaits 16 and 35! Re~so pavement configuration At intersection 01 entrance road and Dayton Ave. entrance road and truck 

staging area. Add paving on 50 It radius. 

2. Drawing No. 142.131579. Detail 4: Remoe gravel hatching from 4-in diameter HDPE drainage pipe at toe of slope. 

3. Drawing No. H-2-13IS84, Section 0 and Detail 13: Change 'Truck Staging Aren'to Truck Unloading Area'. 

4. Drawing No. ?4-2-131587. Sheeo 4 of 4: 

-Add pump W5P 3 to panel A. increase size of panet. 

A emnove pump W5P3 from panel B. 

* Elementary, Diagram: Relocate pump WSP3 itom Panel 8 to Panel A. 

*Conduit and Wire Schedule: Add conduit CNW5016 (symbol 20). Remove viites for pump WSP3 from conduit CNW6014. 

5. Drawing No. ?+2-131587. Sheet 3 of 4: Editorial revisions )o title block. Drawing reisaued as Rev. 2: not attached to this ECN. 

(Continued on attached skel2a) 

13s. Justification (manic 13b. .Juaflcation Detalsa 

one) 

Criteria Change* 

1. Provide easior turning for lango trucks. 

Design improvement U 2. Correct drafting error. 

Envionmnental 0 3. Correct drafting error. 

At-Found 0 4. Larger pump motor requires 3 phase rather then single phase power. 

Faciasto Const. E0 5. Correct dralfting error. 

Conei. Error/Omission 0 IL Potentiail land use ccntfcic with existing facilities. 

Design Erroir/Omnission 0 7. Editorial. 

5. Editorial. 

9.Administrativet. 

14. Disinbution (irciude name, MSIN. andi no. of copies) RELEASE STAMP 

W14C DISTRIBUTION 

KEH DISTAIBtf7lON 

Project Files Rl.2a (1) .R_ Moton E2-30 (3)OFCIL I A Z 1 

J.R. McGee 0.-47 (1) PGC, Beaudet E.230 (1) OFICA REES 

Station tO A"-7 Q W.A. Holstein E2-50 (1) BY WH C ' 

D.A. Rohl S4-01 (1) 

E.G. Erpenbeck 08.4"7 (3) 

S.Anrggs 08.47 (1) 

DOE 0151'MIBUTION DATE 

MAY 2 71993 

K.D. Johnson H2-58 (1) M.S. Collns A- i .. 

J..Dorian 82-165(1) 

3.0. Evans H4.57 (1) 

J.M- Nielsen T3-29 (1) 

933-1354 C-3-1

THIS PAGE INTENTi~iNALLY 

LEFT BLANK

L~Lj 

LJi IJ J3 


ENGINEERING CHANGE NOTICE 1. EON (use no. from pg. 1) 

Peg* 2o *If. 

W-025.001 

i S. Desgn Verification Re~quired Is. Cost Impact 17. Schedule impact (days) 

0 Yet ENGINEERING CONSTRUCTION Improvement 2 0 

8 No 

Addiional as 0 Addifioal as 0 Delay Cl 

Savings os Savings M_____11____ 

1I. Chan"e Impa&= Review. Indlcatsifte related dlocuments, (other than the engineering documeants iderthfied on Side I) ths wi be affected byfte 

change described In Block 12. nfter thes affected documntr number Int Black 19. 

SODIDO 0 SaisinicStrebs Analysis 0 -Tank Calbrakmo ManualJ7 

Functional Design Coitera 0 Streiv~esign Peiort 0 H~ealth Physics Procedlurs e 

Operadtg Sped~calon 0 Intrface Contol Lirawng 0 Spare Multple Unit Us"tn0 

Criticality SpecIllicaition 0 Calbration Procedure 0 Test ProoedureulSpeafcation C 

Conceptual Design Ropedt M insallation Procedure 0 Component Ind" C 

Conat. Spec. 0 Engineering Procdure a Hluman Factor Consideration 

Procurement Spec. a Operating Instruction 0 Computer Software 

Vendlog Informaton 03 Operating Procedure r3 lctric Circuit Schedule 

OM Manuel 0 Operational Safety Requirement [3 ICRS Procedure 

FSARISAR 0 IEFD Drawing 0 Process Control Manual/Plan C; 

Safety Equipmn List a Cal Arrangement Drawing 0 Process Flow Chan 13 

Radiation Work Permit 0 Emsenytisi Malerial Specification 13 Purchase Requisition 0 

Envionmental Impaict Fee. Proc. Sam~p. Schedule 0 Coaio n aliy r ae Plan 

Statement 0 tnspection Plan 0 LLBG Part 5 Permiit Aopication 

Environmental Report 0 Inventory Adjuimnt Request 0 

D0901.48-20, Supplement 2 

_____________ 

20. Approvalst 

Signature Dal* Signature Dt 

OPERATIONS AND ENGINEERING 

APCHITECT.!NCINEE 

C-9J Proect Enginer~ ~ f ~ P ~ k $~~C 

QAJ~ _____ Safety I 

__________________ 

_________Design 

___ 

Proi. ProgJDept Mg.______ 

Dot. React Div. _ _ _ _ _ _ _ _ _ _ __ _ 

Chen. Proic. Div. ______ _______________ 

Def. Wit Marnit. Div. ______DEPATMENT OF ENERGY 

Adv. React. Dev. Div.______ 

_____ 

Pros Dept.______ 

Enwiton. Div._________ _____ DmNI 

IRM Dept_____________________________ 

Facility Rep. (Ops)______________ 

933-1354 C-3-2


Cormdft~m Secton 12. page 1: 

6. Dawing NoL H-2-131575, H-2-131576. and 1+-131M7: Famove 'Eicavaton Stockpi Area'and Adrnix Ptepazation Ar'kb cations. Add not, that 

eacavabon stockcpile and admix ptiparab.oA locations &Wa be approved by the Cotnumbon Manaper. 

7. Drawing No. 1+2-131587. Sheol 4 of 4. Eleme.ntary Diagram: Change coiout lot wafthour mewr~ to refter lo dotaj number 33. 

S. Drawing Nos. K42-131=7. H-.2-131576, and H-2-13157: Change CP4 Northing to 44121. 

P. A& Pac Golder Associales CAD fie number in appropriate location in ttle block 

933-1354 C-3-3


ENGINEERING CHANGE NOTICE EON No. W-025-001 

Modifies Dwg. No. H-2-1 31584 Page 3 of xI-TZ4~ 

Date 10-26-92 By ESS Ckd GM 

Description of Change: Revise pavement configuration at intersection o? 

entrance rood and Dayton Ave, entrance rood and truck staging area. 

DAYTON AVENUE 

933~34 N3 

0 20 40 rm 

SCALE~~~. 3NFET cO1107.w



Modifies Dwg. No. H-2-131584 Page 4 of 12.40P 

1 ( 

Date 10-26-92 By FSS Ckd GM 

Description of Change: Revise povement configuration at intersection of 

entrance rood and Dayton Ave, entrance road and truck staging area. 

DAYTON 

AVENUE 

OFIUN TGN 

AND UNL~697OAIGAES 8 

3PA3E4 

CONTOUR



Modifies Dwg. No. H-2-131579 Page 5 of 12 40940' 

Dote 10-27-92 By RSS Ckd GM 

Description of Change: 

HDPE drainage pipe. 

Remove grovel hatching from 4-in dio. 

No other changes. 

TYPICAL TOE 

OF SLOPE DETAIL 

0 2 4 

SCALE im FMC 

ecnOO103.dwg 

933-1354 C -3- 6



Modifies Dwg. No. H-2-131584 P og e 6 o f 12 

Dote 10-27-92 By FSS Ckd GM 

Description of Change: Change "Truck Staging Area" to 

"Truck Unloading Area" 

LQWML Z= R#p TRLK L"C MU 

ACCESS RAMP PROFILE EH9 

0 20 40 

SCALE IN FEET 

ecn00 1 04.dwq 

933-1354 C-3-7


ENGINEERING CHANGE NOTICE ECN No. W-025-001 

Modifies Dwq. No. H-2-131584 Page 7 of 12 Z 


Description of Chonge: Change "Truck Staging Area" to 

"Truck Unloading Area". 

SCALE iN 

AEE 

LANOMenO m 

1= 05.dwgW= 

933-1354 DR3-



Modifies Dwg. No. H-2-131587 Page 8 of 12&a6'4v 


Description of Change: Add pump W5P3 to Panel A. 

Increase size of panel. 

PA ! E ALOCATION: 01Jr nr 

SURFACE F LUSH Al A80CYI277 VOLTS '%PHASC .±.wRE 

A.I.. IA 10 MP MAIN .iREhAEL 

CIRCUIT DESCRIPTION PKVA AMP AMP IKVA ICIRCUIT DESCRIPTION 

7ANK PUwP - 10 IP- 11.2 30/D 2 20/ 7.5 1TRANSFORMERt 

AMP -E.2 'V 

KVA - MP 

.36 2 1 SIELGT 

3.3 15eJ7 8 20 SPAR 

933135 C-3-.90SPAC

Q11 ifi-/?J0615 

WHC-SD-W025-RPT4)1I, Rev. 0 


Modifies Dwg. No. H-2-131587 Poge 9 of X 


Description of Change: Remove pump W5P3 from Panel B. 

PANEL SCHEDULE 

PANEL: a LDCATION, rn=A dn 

SURFACE -i rLusI4 C= ISRI A -12U.2A0- VOLT- PHASE -.1.IRE 

-A1.. OK30 -AMP MAIN .JDAEEE 

CIRCUIT DESCRIPTION KVA AW AMPKW CVA I CRCUJIT DESCRIPTION 

PUMP - 1/2 HP 1.1 15/ 1 2 2D Z CCNTROLS 

WSIX2 3 4 20 .2 RECEPIACt.E 

PUMP -1/2 MP 511 5 '~620 .' ROOM LGHT 

27 8 03S MEAT TRACE CABLE 

9 3 570 SPARC 

CIANVED NTES-DEMAND OA 

LOAD, 

KVA LAPS(VA -__ AMPS 

ecnO01O7.dwg 

933-1354 C-3- 10

WI{C-SD-W025-RPT-OO1, Rev. 0 

ENGINEERING CHANGE NOTICE EON No. W-025-0O01 

Modifies Dwg. No. H-2-131587 P ag9e 10 o f 1.4- It0A(o 


Description of Change: Reloate pump W5P3 from Panel B to Panel A. 

W-( A*==U (31 

C3)m nLT T r3) 

METER P" OE T UR 3 

P3 P2 P1 VO~tXV1YMAEPPC& 

ELEMENTARY 

DIARAMYP 

ROOnM~ 

VW8-4'wg 

93 -1 5 C- -1

"7HI')4 1 4U 



Modifies Dwg. No. H-2-131587 Page 11 of XY/2~& 


Description of Change: Add conduit CNW501 6 (symbol 20). 

Remove wires for pump W5P3 from conduit 0NW5014. 

___CONDUIT AND WIRE SCHEDULE ______ 

CONDUIT 

CIRCUITCODIN. 

SYMBOL. SIZE VARE NO. ECITO OE 

A 3/4* 2112 kc 1112 G. A-2 TRANSFORMER C"1 

A W4 3119 & 112 Q. ~ P kEL **CW6 

A /4 2012 & 1512 G. 8-4 RECEPTACECI5% 

A '14- 4 114 1540 - T Mo S1 Ac S2 

BEL1 OW EAD 

CNW500171,9 

3/ 3F12 Ac1012 0. -I 5 TO USI (BE OW E AD 

CN"614(15 

21 .312 &c 1112 a. -6 TO PHOTP WL.O BEL2 OW PHOTDEL CNW5082 

A 812 &c ilia a - TO UTDOO LIGHTS~P BELOW GRADE CNW5021 

31-3A AS R & QUR 1 

- TO LEESENO BELOW GRADE CNW5011 

A 3/4* 2112 &c 1112 . - TO PUPS13 BELOW GRADE CNW5992 

____ /4' 2112 & 1/12 . - TO SXN1D k 

A~. r 5 BELOW GRADE CNW5001 

3/4" 2112 &c 1112 G, - TO AL.ARM BEACON CN W5009 

A 3/4' 2#8 & 1110 G. 9-d TO HEAT :-ABLE 8ELOW GRADE N50 

A 3/4' 2112 ar 1012 G. B-2 TO CONTROL PANEL CV'Z 

ecnO0l 09.dwg 

933-1354 C-3-12


GENERAL REVISION TO THE FOLLOWING DRAWINGS & SPECIFICATIONS: 

H-2-131573, 'COVER SHEET, REV 1, SHEET I OF 1 

H-2-131574, -SITE PLAN AND EXPLORATIONS,' REV 1, SHEET I OF I 

H-2-131575, 'GRADING PLAN,' REV 1, SHEET 1 OF I 

H-2-131576, -SECONDARY ADMIX CONTOURS,' REV 1, SHEET I OF 1 

H-2-131577, "OPERATIONS LAYER CONTOURS," REV 1, SHEET 1 OF 1 

H-2-131578, "CROSS-SECTIONS,' REV 1, SHEET 1 OF 1 

R-2-13i57/9, "LINER SYSTEM DETAILS," REV 1, SHEET 1 OF 1 

H-2-131580, 'SUMP LAYOUT," REV 1, SHEET 1 OF 1 

H-2-131581, -SUMP CROSS-SECTIONS,' REV 1, SHEET I OF I 

H-2-131582, 'SUMP LEACHATE COLLECTION PIPES," REV 1, SHEET 1 OF 1 

Ii-2-131583, "SIDE SLOPE AND VERTICAL RISER PIPES,' REV 1, SHEET I OF I 

H-2-131584, "TRUCK STAGING AREA AND ACCESS RAMP,' REV 1, SHEET 1 OF I 

H-2-131585, "LEACHATE COLLECTION TANK AND PIPING,' REV 1, SHEET I OF I 

Hq-2-131586, 'SUMP PUMP DETAILS,' REV 1, SHEET I OF 1 

H-2-131587, "ELECTRICAL," REV 1, SHEET I OF 4 

H-2-1315B, -CONCEPTUAL FILL PLAN," REV 1, SHEET 1 OF I 

H-2-131589, 'SLBGRADE GRID POINTS," REV 1, SHEET 1 OF 1 

H-2-131590, 'SECONDARY ADMIX GRID POINTS," REV I, SHEET 1 OF 1 

H-2-131591, "SECONDARY DRAINAGE GRAVEL GRID POINTS," REV 1, SHEET I OF I 

H-2-131592, "PRIMARY DRAINAGE GRAVEL GRID POINTS," REV 1, SHEET I OF 1 

H-2-131593, -OPERATIONS LAYER GRID POINTS," REV I, SHEET 1 OF 1 

H~-2-131594, 'PRIMARY ADMIX GRID POINTS," REV. 0, SHEET 1 OF 1 

A-7320-036.2 f11/R88 CEF) CEF094 

Engimerire C~arnge Notice continuat ian sheet 

933-1354 C-3- 13

W'HC-SD-W025-RPT-OO1, Rev. 0 

ENGINEERING CHANGE NOTICE 

Page I of 3 

.z.- 

pro!. 

ECN 

W-025-002 

=CN Category (mark 3. Originator's Name. Otganizetion. MSIN, and Telephone No. 4. Oat* 

on) .S. Shun.L Golder Associates Inc. (206) 093-0777 5-19693 

supplemental 0 

Direct Reiion 9 S. Project Title/NoJWorlr Order No. 6. BldgiSys. Fe No. 7. Impact Level 

Change ECN a 

T~mporory 0 W-025 RMW Land Disposal Facility 200W 1 21S9-W-5 

Supnceide 

a 

Discovery a 0. Doc. No. Affected (Include rev. and aheet no.) 2. Related ECN No(s). 10. Aselatied PO No. 

Canc*V~old 0 

WI4C-S-045 Rev. I W-025-001. .003. -004 NA 

VIIa. Modification Workn Ibt. Work Package COm No. 11iC. Complete Installalion Work 11id. Complete Aestoration 

O Yes (fifllout Sk (Temp. ECN only) 

lib). NA NA NA 

N N*(NAB&Llkib. 

ltc. lid) ____________________ Cog. engineeriSignature & Dale Cog. Engineer Signature & Doe 

.2 Desciplion at Charge 

Cnn nges and CLarifications, to Project W-025 Specfications: 

I. Section 02224. Part 3-1 A. I.; Delete 'ASA 2O0F. Does*. 'Production capability of 300 tons per hour.* 

2.Sction, 02224. Part 3-1 A. 2.: Add 'Alternatively. bell scales on Dnished product bel only, and scale(s) for accurately weighing sol and bentonile in 

sinall batches to the satisfactiont of the Construction Manager and the COA Engineer prior to riving.' 

3. Section 02224. Part 3-1 A.S.: Change to 'Variable speed hydraulc supply waler pumps capable at producing 300 tons per hour of admixturo.' 

4. Section 02224. Part 3-1 F.: Add to end of paragraph 'The Contractor shelf provide a meansa(o testing f or the percentage of bentonile by the 

meothyiene blue me.thod. A riiniurn of three tests shagl be perlormed on each sample. At least two tesl results shalt be within the specitied Irnats of 

bentonites confeti end the third result shall be within 0.5% of the Specified imnit.* 

1%tlantinued on attached shivet) _____________ ____________ _____________________ 

13a. Justification (mark t3b. Justification Details 

Criteria Changie 0. 1. Unnecessarily restrictive requilement. IS. Verify installation quality. 

* Design lmprovement 0 2. Potlentially tower Cost Option. 16. Verily that fraterial Meets specirications. 

enviroinmental C3 3. Necessary requitemeint based on experiencs. 17. Vetily material quality. 

oun C' 4. Necessary requirement based on experience. Is. More accuratep value. 

PACdtasto Const. IS S. Potentially not applicable and lhereo. misleading. 19. Clarification. 

Coist Er~oulOmyission 02 G. Clarification. 20. Changes in industry stlsridards. 

0"tgr i rror/Orrbision 03 7. Clarification. 

11. Additional requirement to Facilitate CA. 

9. Additional requirement.s to improve material and work ousity. 

t0. Additional requirement I* imoarove work quality. 

12. Addli to e~iemnts to impro.'e meters ,nd work quality. 

13. Atready in design. therefor* not req...ired ot Contractor. 

14. Already in design. therefore not rvQulrad at Contractor. 

14. Distribution (include nme. MSIN. and no. of copies) RELEASE STAMP 

I %1-C DISTRIBUJTtON 

KEI4 DISTRIBUTION 

Project Rals ttt-28 (1) J.R. Marian E2-30 (3) 

'LA. Mr-(e'* 06-47 (1) P.O. Seaudet E2-jOj (1) OFFIrIAL RELEASE (C. 

Station t0 A3-87 (1) W.A. Holstein E2-50 (1) B H 

D.A. RON S4-01 (1) B H 

E.G. Erperibecc 06-47 (3) DOE DISTRBUTION DATE 9 3 

S.R. 5riggs 06.47 (1) MAY 2 7 i 

K.D. Johnson H-2.59 (1) M.S. Coolns AS. IS (1) 

Darieni8.5()_ _ _ _ _ _- 

-Evans 

.l.M. 11etsapr 

H4-.57 (t) 

T3.29 {t) 

933-1354 C-3-14

WHC-SD-W025-.RPT-001, Rev. 0 

ENGINEERING CHANGE NOTICE I E;N fuse, nO. fromn p. 1) 

___________________________Peg* 2 of 3 W-02-002 

1E. Design Verification Aequitred W6 Cost Impact 17, SChedule impact (days) 

0 YeENGINEERING CONSTRUCTION tmpro.ment III 

a No 

%-Additional x S 0 Addiluen*I U S 0 Delay o_____ 

Savings 0 3 Savingst [3 _ 

111. Change Impact Review Id lcat. the related documents (other then the engineering documents ientified on Side 1) that ift be &Mtcted by the 

change described in Stockc 12. Enter the affected document number in Block 19. 

SOD/PD 0 Seismic/Stes Analysis Tanki Ceaibration Manual 

Functional Design Criteria 0 Strehsewtlsign Reortl Heafth Physics Procedure 

Operating Specification 0 Interlae Control Drawiing 0 Spares Multiple Unit Listing 0 

wifi ry SpecI~oaton 0 Calibraior Procedure Test ProcedurrsSpecrcaion o 

Conceptual Design Report 0 Installation Procedure 0 component Index 0 

Equipment Spec. 0l Maintenance Procedure Cl ASME Co:ded Item 0 

Const. Spec. C3 Engineering Procoduto 0 Human Factor Considearsto 0 

Procurement Spec. 0 Operating Instwelion 0 computer Software 

Vendor Information C3 Operating Procedure 0 Electric Circuit Schedule 

Oki Manual 0 Operational SaOe" Requirorrentt 0 ICAS Procedure 

FSAR/SAR 0 IEFD Dra-ing 0 Process Control Manual/Ptan 

Safety EqruiPment Li 0 Cell Arrangement Drawing 0 Process Flow Chart 0 

Radiation Workt Permit 0 Essential Material Specificatiort 0 Purchase PloquisitionM 

nvrneatImpact Fee. Prbc. Samp. Schedule 0 Construction Ouafity Assurance Plan 0 

State"M 0 Inspection Plan 0l LLBG Partm 8 Permit Aepication 5 

Enironmental Report M Inventory Adjustmnent Request 0 o 

Environmental Permit 

D 

19. Other Afected Documents: (NOTE: Documents isted below will not be revised by Owes ECN.) Signatures& below indicate trhal the signing organizab~on 

has been notified of other affected documents Wleed belo-. 

Docuinent Number/Rowison Document Number/Revision Document tlumbeqR*esion 

WHC-SD.W-025PLN.001 Rev. 2 

0.Approvats 

SintueDate Signatute Date 

OEAQNS AND EJGINEERtNG 

ARCHITECT.ENRINEER 

CogJProject Efoner- Z-45L-72 PE . 2 -3 

CogjPr ;-Engr r. ),- eq 

2g 

Security_______ __ _ _Other 

Proj. ProgjDep. Mgr. 

_ 

Del. React. Div.___________________________ 

Chem Proc. Dirv. 

_____ 

Del. WS. Mgt Div._______ __________ MENT ' NERGY 

Adv. React Dex. Div._____ 

_____~____ 

Proj. Dept________ 

=nwron. Div.________ ______ ADDMTONAL 

IRM Dept_________.________________________ 

933-1354 C-3-15


{Continued 

fromi Section 12. Pages 1: 

.Section 02224. past 3_5 K. R@ernovo 'or 12SC'. 

ENGINEERING CHANGE NOTICE CONTINuATION SHEET Peg 3C (1,3 no. rom g.0 t 

t- 02226nD~ . P r - F.: Revls e asnn to road -Gradng equipment shtag operate an no Is" than Ifoot at drwA&nag layer mat"'at o-r any 

7.section 02221. Pail 3-1 A.3_- Rtevise la&* setenbtce to mead *Gtoing eQuipment shot OPertet On a minintum of 2 fee Of OPesgons Layer materAaL' 

a. Socdon 0275M Part 2-1. C-2- Rev~se "ri bulait to maed rto$ numbers and identfcation. resin lot and betch numbers: and., 

9. Section 02S 11: Add new part 

11-5 SUBSMITTALS 

A. Submit asphal concrtet mks design for approval pdor to ordering mateials. 

B. Prior to constriction. submit for approval the proposed methods for placing and cor.ipactfng top course and asphalt layars. and lot applyinrg a4 

primers and coatings. 

Q. Sub" in accordance with Section 0130V. 

10. Secton 02725. Parl 1-3: Add new paragraph 'D. Submit qualfcatons of proposed Joining parsonneLt. 

1t. Soton 02725.l Pan 3-4. CQ: Add "Hold teat prssure [or 1 hour.* 

12. Sectiont =03. Padl 1-2: Add new paragrapha 

*Q Submit concrete rnix design for approval prior to ordering materiabL 

0. Submit marwfacurer's tec-hnical data on waterslopa and proposed inxtallation methods prior to ordering maternals. 

E. Submit manufac~ureres technical data on anchor bonts and proposed Installtidon methods prior to ordering materiaLs.* 

action 13.4W. 

Paot 2-3: D.elete 'conformilng to the requirements of Hantowd S"t St~andards% 

14. Section 16010. Part 1-4. B: Delete 'At applicable H-anford Plant Standards*. 

15. Soction 02275. Pa 3-. E: Add now subsection: 

*13. Containment Basn Liner Testing 

The linng of the contairuritnt basin under the teacivals storage tank "hl be tasted to demonstrate that it is free from leaks. To perform the tast 

the basin sihot be filled with clean water. The water level shag be measured to the neatest 0.01 inch over a minimum dIme of 48 hours. If the 

water levef decrease*. the bai &ad~ be dtained and the leak tepaied ;n accordance with the procedures descnlbed in the provioue %action of 

these Specifcation&. The testing and repair actlyfls shot be repeated unti a psaing result is achieved. During the lest measures shopt be 

taken as necesary to prevent preciation from entering the basin. lIthe testng is performed during hot weather. A1 may be necessiry to cover 

the watat surface to prevent avaparadon.* 

.6. Section 0222S. Part 2-1: Add to end of Krst paragraph: The COA Engineer will perform a slake durabit test on tha gravel satrphea submitted by lte 

Contractor. A loss in weight of loas than 1% will be considered acceptabl. 

17. Section 02=4. Pail 2-2: Add after first sentence: 'rho baonlne shat have a tree swell of 25 ml per 2 gm or greater.' 

15. Section 02275. Part 2-1. B.2.: Change specific gravity requirement from '> 0.94^ to 1.0.95% 

19. -;action 02275. Part 2-1. 8.5: Add tlestured' before 'gaomembrarre. 

20. Section =27t. Part 2-1. table of Required Geoment~bras Properties: 

- Chmange, puncture, resctance of Type It geomembrane, to flO lbs. 

- Change punclure resistance of Type Ill geornmmbana to 10S lbis. 

*Change resistanrce to so.i burial of Types f and IlI geomembrane to 9M% 

*Change, environmental srtress crack of Types It and IlI geomembrane to 2000 hra. 

933-1354 C-3-16


ENGINEERING CHANGE NOTICE ---------- 4 6 

page I of 2 P1oj. 

ECN 

W-02S.0o5 

2. ECON Category (mark 3, Originaors Name. Orgenization. MSIN. and Telephone No. A. Date 

arm) F.S. Shuni. Goldsr Asiat~s Inc. (206) 183-0777 5-19-3 

Supplemental 0 

Direteviio P4IIlS Project Tlll*/No JWor k Oicder No.. 6. Bldg./Sys. Fac. No. 7. impact Level 

Change ECN 0 

Temporary 0 W-025 RM4W Land Dispoal Facility 200W / 21 $-W-S 3 

Supercedis 0 

Disco~very 0 A. Doe. No. Affecled (include rev. and sheet no.) V. Rolated EON No(&), 10. Related PO No. 

Canes Vomd C 

WHC-SDM2.ATPoo0i Rev. o W-025-001, .002. .004 NA 

Its.. Modification Work I l b. Work Package Doe. No. I It. Complete instellittion Work IId. Complete Areatosalion 

0 C yes (U wA ow-tk (emP. EON only,) 

l 1b) NA NA NA 

0 N D fNA Bils. IIb. 

11c. lidS) Cog. Enigineet/Signatwes 9 Date Cog. Engineer Signature ADoae 

* 12. Description, of Change 

Changes and Ciauillicalio's to Project W-02S Acceptae Teal Procedure. lnstrumentationfEltetncoi: 

1. Paragraph 7.1.4; Change end of semlence to read *... in accordance with technical specifications WHC-S.045. latest rievision.' 

2. Paragraph 3.6i: Revise last seintornce to toad 'Performane, of lost activutes shall alwvays include aolely and health aspcts as cielineated in the most 

current version of the Federal Cccupationasi Safety and Health Administiation I Watshinglon Industrial Safety and Health Act (OSHAAW1SRA) steily 

health codes anld stantdards. 

1-14L Juatificaton (mark 13b. JuStdication Details 

Cienra Change C 1. Clarification. 

Design improvemet C 2. Otginat document superseded. 

Emwonmyentll 

As-FoundC 

Facilitate Canal. . 

Conat. Error/Onnission C 

Design Error/Omnisson C 

14. Distribution (nciude, namie: MSIN. and no. of copies) RELEASE STAMP 

WHO1 DISTRIBLITION 

KEHDTRIBUTIO 

Project Ples RI-20 (1) 4 R. Morion E2-30 P3) 

JPF MCCee G6-47 (1) p.a. Beautdel E2,30 (T) FIViRE AS 

E2ELEAS1 

Station 10 A3-87 (1 W-A OFFICIA 

D.&. Rohl S4-01 (1) y i 

*- E.G. Erperibeek 08-47 P3) DOE DISTRIBION .DATE n,' 19 

S.R. Biggs 06-47 (1) MAY 27 199 

K.D. Johnson H1-1251 (1) M.S. Colins AS-tS (1) 

t.J. Dorian 132-16 (1) ___b ________________a_ 

G.C. Evans 

H-4.57 (I) 

JAC. Ntetsan 73.29 (1 

933-1354 .C-3-17

WHIC-S-W025-RPT-OO1, Rev. 0 

ENGINEERING CHANGE NOTICE 1. ECN. (use no, from p.1 

Pago 2 of 2 

W-025-003 

15 Design 'wifiateon Required 16. Coal Impact 17. Schedule Impact (days) 

. Yet ENGINEERING CONSTRUCTION improvement * 0 

UNo 

Additionall Es 0 Additional IIIS 0 Delay 0 

Savings as _ Savings ls - 

Is1. Chang* Impact Review: Indficate the related docurnents (other than [he engineering documents idenitified an Side 1) that will be affected by the 

change described In Block 12. Enter the affected document number In Block 19, 

S00100 . 3 SoisicjSltis An~fa~s 0 Tank Caiibraetlilanual 0 

Functional Design Criteria 0 StrdW Ddeignt Report 0 Health Physics Procedure (3 

cpefsahng Specification 0 Interface Control DrawIng 0 Sports mulple Unit Lusting 03 

* Criticalty Spowtifncadon 0 Calibistion Procedure 0 Test Procedures/Speicificallon 0 

Conceptual Deaign Report a Installation Procedure CI Component Idex 

Equopment spec. a Maintenance Piocadure L- ASME Coded Item 0 

Const Sper- 0 Engineering Procedure C3 Human Factor Consideration 0 

procurement Spec. C3 Operating Instruction 03 Computer Software 0 

Vendor Information a Operating Procedure 0 Eleetric Circuit Schedule 0 

OM Manual a Operatinal Safety Requirment a ICRS Procedure 0 

FSARISAR 0 IEFD Drawing 0 Process Control Manual/Plan 

Safety Equipment List 03 Colt Arrangemnirt Drawing 0 Process Flow Chart C3 

adiaton Work Peirrif a Essential Mateial Specification 0 Purchase Requisition o 

Enwionmental Impact Fac. Proc. Samrp. Schedule a LLBC3 Part 9 Permit Application 

Statement 0 Inspection Plan a Construction Oualtv Assurance Plan 

Envionmental Report 03 Inventory Adjustment Request 0 _________ 

Environmental Pefrit 

a 

19. Other Affected Documents: (NOTE: Documents listed below will rot be revised by this ECN.) Signatures below indicate that the signing organization 

has been notified of other affected documents listed below. 

Document NumberlRevrisiam Document Numborl'revsion Document Numbiri/Ravision 

DOE/RL-8-20. Supplement 2 

_______________ 

WHC.SD-W2S."LNO0t Rev. 2 _________ ___ ________ 

20. Approval* - 

Signature Das Signature Date 


ARCXtTECTENGI NEER 

44i 

C agJiooect Engineer 5p ~ -z .____._____ :5 

E91 c 

OA~jJkL ~ ~ ~ ___ 

S* unwty__________ _____ Other ~ L~ .' (Lr' 

* P701 Prog./Dept Mgr.______ ___ ___ ,______ 

* OafL React. Div._________________________ ________ 

Chaim Proc. DIV.____________________ 

_____ 

0.1. Wet. Mgrnt Dv ______ DEPARTMENT OF ENERGY 

Adv. React. Dev. Div.---- ___ -I,___ r77~/ 

F-m P 

- . Proj Dept.___ ______ . 

Environ. Div.__________ ______ ADDITIONAL 

IRM Dept._________ _____ _____________ _____ 

Facirt Rep. (Ops)_______ ______ _______________ 

933-1354 C-3-18

WHC-SD-W025-.RPT-001, Rev. 0 


Page Iof 3 

rj 

ZCN Category (markc 3. Originator'. Name. Orgnation. IASIN. and Toisphone N.- 4. Dal* 

F.S. Shuit. Golder Associates inc- (2w6) U:I3-057974 

Supplemental o 

Direct Reiso 0 S. Pr'oject Thtie/NoAj~ork Order No. 

Change EON D i 

S. 81dgJSya. Fec. No. 7, Impact Lavel 

20W/ 1218- W-5 30 

Discovery. .. 0. . D&c. No. Affected (Include rev. and sheet no.) 9. Related EON No(s). 10. Related PO No. 

Temporary 

Supaeedo 

0 

0 

W-025 RUW Land Dispoal Faclity 

CanceYVold 0l 

WH-0-W025-PLN001 Rev. 2 W-025-001. -00z. .00 NA 

~one) 

I $a. Modifcation Work 1 b. Work Package Doc. No. lIe1. Comphlt Installation Work I Id. Comtplete Rectotaton 

SYet (so out Bkt 

(Tenp. EON only) 

1ib). NA NA NA 

llc ictd) . Coo. Engineer/Signeture & Date Cog. Engineer S4gnature Da;;a 


Chenges and Cladrtltoions to Project W-025 Constnjcdon Gushty Assurance Plan: 

t. Appenciz A. OA Summary Requirements. Spacificokon Section 02224, pae 1: Change accptance citert for Bartlonite Content to reed *11% to 

14% dry wegt ea determined by 0200 aleve'. 

2. Appendv A..OA Summary Requirements. Specllcelon Secdion 02511 . pae 1: For irct entry.'tonliacio, submittal .. ,change Specificastion Section 

&Paragraph 1o *025t 1 Ir. 

3. Appendkx A. CQA Summery Requrirements, Specification Section 09900. page 1: Change al sntie* in OA As(. column to *47. 

4. Section 4.4=: Add new subsection: 

'Containment Baiin Liner Tes13ni: 

The InIng of the containment basin under the ivachels storage lank~ shag be ltted to derronstrate that kIs free fromn lasks, To perform the teas, the 

basin chat be filled with clean water. The water level chag be measured to the nearest 0.01 inch over a minimum lime of 48 hours. It the water level 

decreases. the basint shag be drained and the leek repaired In accordance with the procedures deacribed In the Specifcations. The letng and repar 

activitles shat be repeated unil a pacsing resui Is achieved. The Insaller chag be responsible for supplying; *1 oqupment and perforrming the lost 

The recufte cshag be submitted to the OA Engineer for review prior to approving the tier Insaelation. During the teat meascures chag be takien a3 

necessary to prevent precipitation from entering the basif ItMe Iestig is performed during hot weather. It may be necessary to caver the water 

surfac* to prevent evaporaboon. AR such measures &hW be the Infteliers responsiblty.' 

(Conlinued on attached sheet) ______________________________________ 

IUa Justification (mark 13b. Justifocetiort Deaelsc 

one) 

Ortlene Change 0 1. Revise to be corielatent with SpeClCetont. 8. Verify material qualiy. 

Design Imnprovement C) 2. Revise to be Consistent with Specilteationa. 3. Verity material quality. 

Enlronmental 0 3. EdriorlaL. t0. Verity assumed condions 

As-Found 0 4. Verify Instalationt quelity. 

Faclitate tonaL N 5. Verify lnxstain quality. 

Canat. Efror/Ombejonc 0 6. Verify that material Moets specificallons, 

Design Error/Ornisalon C 7. Verify that material meets spedficetiona. 

14. 2tlatribullon (mnlude name. USIN. and no. W copies) RELEASE STAMP. 

WHC DtIMISLITICIN 

KIEH DISTRIOLMON 

Project Filies Rl-20 (1) .. Morton E-2-30 (3) OFFICIAL RELEASE (23, 

J.R. McGee 06-4? (1) P.G. Dectrdet F-2-30 (1) 

Station to AS-i7 (1) WA. Holstein F-2-50 (1) .BY WHAC 

D.A. RoN 

S4.01 (J)I 

' 5 .G. Erpnbeck G6-47 (3) DOE DISTRtBLITIONDAE M Y2719 

B. 

riggs 06-47 (1) S.Cln ASi(1DTE ?AY2 9 3 

.1. Johnseon H2.58 (1) M.S.__Collins_________(_) 

J..Dorien 82-16 (1) 

G.C. Evan H4-57 (1) 

933-1354 

-C-3-19

13 1 "'1 

t 


ENGINEERING CHANGE NOTICE 1. ECN4 (use no. firm pg. 1) 

Page 2 of 3 W-0254004 

I& ~sin vtinlion a. oalImp17I. Rquied 

Scheduhle Imipact (days) 

YesENIMERNGCONSTRUCTION Improvement 10 -- 

NoAdditonat as 0 Additional as 0 Delay C3___ 

Ia. Change Impact Raview' the Fa~ted docunlrents (otheir then the engineering documents idenfred on Side 1) that will be affected Indicate the 

change deascribed in Block 12. Enter the affected document nrumbert in Block 1g. 

S001D0 .. 0 C SaismiciSiress Analy"i 0 Tanit Caibradon Manual 

Functional Design Cnitelia C Streseign Reoirt a Heait Physics Proceduto 

Operang Specilcaso" 0 Interface Control Drawing C Spare, Mulliptle Unit Using 

Crticsfiry Specification 03* Caibration Proceduwe 0 Test ProcadureaWSpecircsfion 

Conceptual Dosign Report 0 Installation Procedure C Component rIdsa 

0 

o 

0 

Corral 0 Engineering Procedure 0 H-uman Factor Consideration 03 

Procurement Spec. -0. Operating Instruction 0 Computer Software 0) 

Equipment SPe-. 

Spec. 

0 Ma~orrancor Procedure 0 ASMAE Coded htem 

Veondor Information 0 Obperating Procedure 0 Elecric Circuit Schedule 03 

09.4 Manual 0 Operational Safety Requirement 0 ICRS Procedure 0 

PSARISAA 0 ISPD Drawing 03 Process Control ManmualPlan 0 

Safety Equipment Ust 0 Call Arrangement Drawing 0 Process Flow Chant 0 

Raldation Workc PermI C Essential material Specirication 0 Purchase Requisition 03 

Environmental Impact Fec. Proc. Senip. Schedule 0 ILBG Part 5 Permit Applcation 111 

Statemrent 0I Inapectioni Plan 0 __________0 

environmental Report 0 Inventory Adjustment Aequst 0 __________0 

Environmental Permit 0 

19. Other Affected Documents: (NOTE: Documents Isted below wall not be revised by this ECN.) Signatures below indicate that the siginag organitation 

has been notified of other affected documents Jisfed below. 

Document N~urbr/Revis~on Document Nujmber/R~vevin Document Numnber/Sesuioa 

20. Approvals_________________ 

~ 4S20 

2Q proasSignature Dale Signature Date 

CP SPATIONS AND ENGINEE1I. 

ARCHITECT.ENGINESR 

CogJPtojec Engineer ,9 ~ JA . /~ 2~Pg , .S~2- 

CocgjProire Engr. M r 

L.. CAL A OL 

CA Z__1___/__ Safey__________"___ 

Sal ___________________ __________Design AI 

Security____________ _______ Other I ) ! 

Proj. Pregj'Dept. Mgr._____ 

Charm. Proc. DIV. 

______ 

Dal- Wct. Mgmt. Div.______ _____ DEPARTME41NT OF ENERGYt 

Adv. React Dev. Dv._____ _ _________ 

Proj. Dept.___________ 

Environ. Div.__________ ______ AM(OT)ONAL 

p ac~ty Rep. (opt)________ 

933-1354 C-3-20


F ninueW d fom Sectin 12. page t: 

ENGINEERING CHANGE NOTICE CONTINUATION SHEET 1 C uen.fo gt 

Appendix A. COD. Summary Pecluiretments. Specfication Section 02275. page 4: Add requitrment lor containment basin Inar lasting. 

6. Sean 4,.3: Add requirement lot preconstniction slake dumblity, testing. 

7. Appendli A. COD. Summary Frequrements. Specfication Section 02225. page 2: Add requitement for slake duvabelty testing. 

9: Section 4-t± Ad$ requiremen! for free 'W wgo lesting. 

9. Appen*i A. COD. Summary Raqtdremeanta. Spe'ilication Section 02224. page 1: Add requirement for free swell lesting. 

10. Section 4.3,1: To secand bwrleL add reurmn o eodn ata on g ologic map during construction, and notifying COTR if unexpected or 

i hanged geologic conditions itseconerd 

933-1354 C-3-2 1



Pagel ofj - Pr 

2. ECN Categry (mark one) 3. Originator's Name. Oeganizatson. M$IN, and Telephonea No. 4. Date 

Supplemental 9 ~ u.~ -. SAP G G~C- 

B03Z rA2.r~ 1, 

Direct Rev~ision~ Q - ; 

thange ECN 0 S. Proet TaettioA*Jrk Order No. C. .ldgJysiFaC. i 

No. 7.iatLvl .Ip~ ee 

Temporaryaiw4 m Rr W I SAL CX ZOOIP4CWC. 35 

Supet~edute 93 - 

Oscve ~ o . Docient Number Affeced (include rev. and thse*% 9. Related ECN NoWs. 10 Relattd P0 No 

Cancel~oid 9 .41o.) A/ 

VIa. Modification Work 11 b. Wart Package I Ic. CompleteInstallation work I d. Complete Restoration (Trp. ECN oniy) 

o3 Yes (fill outaIlk. 11b) Dc o 

N(NA Slks. I Ib. ________MIA,____ 

I Ic. I1d) Cog. Engineer Signature Date Cog. Engineer Signature &Date 

I Z. Description of Change Tm ou - %w iWMEFe 4 oz 

-r~ C wv-saN%,e v k~.." I x 

1 3a. Justification (marlr one) 13 b. Jusiication Detais 

Criteria Change 0 =* eizuser .ui.iE 

Design Improvement Q3 -T-?....JC- TtA%.e'CAC C -O S rrH'0A 

Environmiental 0 LfO ~ ' ~ -~~I ~Ci 

As-Found 0.& r.Fo 

Facilitate Conft. 

Coit. E£rror"Is~sitin 

Designi EfrrnOmtssion 9 

.szrsb 0n ~ueraeMSINandno coies) A A"a.'. Ctor- RELEASE STAMP 

D.A. Ro~nL SZ-&&4 L.X r,4Sjjf- OFFICIAL RELEASE"2 1 

1G6-41 ri -A ~q DT JUL 08 1993 

933-1354 C-3-22

WH-C-SD-W025-RPT-O0i, Rev. 0 

1~ 1. ECN (us ri. fronipq 1) 

-. ENGINEERING CHANGE NOTICE Page 2 of A ri-0. D 

I Co $.esin Im act17. Vrifiatin 1. 

Schedule ImPaCt (day%) 

[Q ye, Additional C) S Addmtonhl] 0 I mprovemnent 0 

IS o avigs S t6 E Saing [ SDelay o / 

is. Change impact Review: indicate the related documents (othler than the engineering documents identified on Side 1) that wvill be affected by 

QDID SetnirtrensAnalysis [3 Tank Calibration ManualQ 

Functional Design Criteria 01 StretwiDetign Report W ealth Physici Procedure0 

Operating Specification Q3 Interface Control Drainrg Q Spares Multiple Unit Listing0 

Criticality Specification fl Calibration Procedure 0 Test Procedures~peCiflatiofl 0 

Concept"al Design Repot T Q1 Anallation Procedure 0 Component Index 0D 

Eauipirent Spec. Maintenance Procedure 0 ASME Cooed Item E 

Const.Spec. Engineering Procedure H luman FattrConsideration 

Q3 

Procurement Spec 0 operating Inirtruction D computer Software Q3 

VenOr lInformanai' 0 Operating Procedure Eleem c~ircuit schedule 1 

OM Manual Q1 Operational Safety Requirement 0 iCRI Procedure 

FSAM~AR [3 -IEFD Drawing . 0 *Proceuiontrol iiianual/Plan 0 

Safety Equipment List 11 Cell Arrangement Drawing 0 Process Flow Chart0 

Radiation Work Permit 0 Enential Material Specification [3 PurchaseRequisition- 

EnVIrOnMetal Impact Statement Cj Fat. ProcSamp. Schiedule00 

Environmental Report 0 Inspection Plan00 

Environmental Permit Q inventory Adjustment Request 00 

19. Other Affected Documents: (NOTE: Documents lined below will not be revised by thlis ECN.1 Signature% Weow indicate that the signing 

organization he$ been notified Of Other affected documents lisned below. I ... . 

Document Numbeitevisron. Document Num be r/Roviston Documnett Nurinberilkviion 

Al A _ _ _ _ _ _ 

20 Approvals 

Signature Date Sgna-re Date 

OPS~tA1~ONS AND ENINEINGG 

ARC6UCrlN:' CNE1- 

Coiroject -ngmeer 3& 4 PE ____________________ 

Cog jPrpfect Eng9r Mg, .Z r-. /it /q'*) 0.__________________ 

nA (L A - - /l?- Safety______ _______ 

Selz r-- De~sign_____________________ 

Security ___________________other___________________ 

Proj.ProgJDept. Mgr._____________ 

!Def. Reacm Div._________________ . 

Chem. Proc. Div. ____________________ 

Def. WsT Mgmt. Dow. 

____________________ 

DEPARTMENT______ OF_______ 

Adv. React. 0ev. DIV. ___________________________________ 

______ 

ProI. Dept _______________ _____ 

Environ.Div. _______________ ADDITIONAL . . 

IRM Dept.'________________ _____ ____________________ _____ 

Facility Red. COpsf______ ______________________ ______ 

Other _________________ ____ 

A.790"-13X 11*I881 

933-1354 *.C-3-23


ENGINEERING CHANCE NOTICE CONTJINUATION SHEET Page 3 OF 4 1. EcNl w-CH-005 

N - 

6' UL/FM SADDLE CNRCOS6 

TAP AND GATE VALVEAOVGREALM 

EXST. 12' PVC W78260 E AG4F 

EXST.GATEEXTEND 

ABOVE GRADE AS 

VEXSGT REQUIRED. FURNISH 

VALVESCONNECTORS 

AND VALVES 

W78230 PER PAGE 4 OF 4 

12' SW (W78160) 

DAYTON AVE. 

SEE DETAIL NOTES ON SHEET 4 OF 4 

933-1354 C-3-24


ENGINEERING CHANGE NOTICE CONTINUATION SHEET Pcage 4 of 4 1. ECN 

W-OZ5 

os* 

SJPECIFICATIONS FOR TEMPORA-RY WATER LINE ON W-025 

NO WORK TO COMMENCE PRIOR TO WHC APPROVED TIE-IN PERMIT SEE SECTION 01065 

. Nand dig to locateeaxisting 12 Inch Poly' vinyl Chloride (PVC) line. No dliging shalt be lnltitiated 

without the excavation permit. Permit to be provided by Westinghouse Hanford Canr (WNC). 

Z. Bury 6 Inch PVC Line to match existing 12 Inch Sanitary Waer line at tie-In. 

3. Install &It thrust block* and restraints per National Fire Protection Association CNPA) and Kaiser 

Ingineers hanford CKEH) approval. 

4. The saddle tap and 6 Inch gate valves shall Ie flange connections sit other can be mechanical Joint. 

S. Provide and Install vaiv, box end cover at tie-in. Kinisium 40 irack soil coer. 

6. After completion of construcetion raeva alt pipe and appurtenance to the saddle top ad6 

Underwriters Laboratory Factory Mutual CUL/FX) gate valve. Install a 6 Inch blind flarvs. 

7. Saddle tap and gnte valve sh[ll be designed for hot tap. 

A. Install Per NFPA 24 

9. Pipe Shall conform to American Water Works AssocIatIon -(AIA) C900, 6 Inch. 

Ia. St.kolt manu~facturers procedure for hot tap and Installtion, autrat to iiNC purveyor and KER for 

approval. 

11. Yhe following eqimet shell be rewuired for the temporary construction water, shove grade 

connuec t ions. 

IZ. 

0 6 inmch stow opening gate valves rising stem and a 6 Inch flow meter. 

* fkacad pressure boeckf low preventer, similar to beocs,-aarvap. KXV/hIC appoval. 

* Locking device on A inch gate valve to control Galieme Per Mnrute CC6m) flowi not to 

exceed 400 CM(. 

Disinfection of ewuponents shall be Ini accordantce with the kanford Plant ttaridard, *P-1-.or 

AVWA C-050 and/or C-6S1. Water purvevor mill release water Line for Lose after receipt of results of 

bacteriological Analysis from Manford Envirormental Noalth Foundation CHNN). 

13. The Reduced Pressure (11P) baekf low preven tion device ahalt be on the currant Washingon State 

Department of Health approved list. It shall be tested per WNC procedure S-M-0044 or WIC water 

purvayor appoved equaal. Systma will not be place Into service prior to WIHO water purveyors review 

and acceptance of device test date she%. the AP beckfiow prevention device shall be skid or atwd 

mouted. and anichored to prevent movesmt. The device shall be mouneted horizontally on I rpumork 

suitable for suprting the weight of the device a"i the shutoff valves C91 amid 1 2) suppIlied with 

the device as rewuired by the Washington State Department of Health. 

16. Installation of the backf low prevention device shalt ber In accordance with the AVA, Pacific 

Northwest section, Accepted Proced.ure and Practice In Cross-Connaction Control Manual, latest 

25. When energizing the cream coutry Line, the contractor menor splooeee shall niot open the 6 Inch 

valve mor. than four (4) revolutions per minue on the valve hand 669el. KEN shall be notifiled 4 

hours In advance of contractor epenIng valve ard witnessed by KIN toensurwe the above procedure Is 

followed. This procedure mst be tollowed for all oprations of the valve on med eff. 

16. All backfill shalt be compacted to achieve a doesity of 952 of Modifiled Proctor bermity (ASTA 

17. Contractor stil sanitize end flush Wallo 3 days UPr testing) teaporary water spppir line frm 12. 

tap to the above ground connections. 

18. Contractor shal provide, Intall sand maintain until completion of the Project. 1200± liner feet of 

6 Inch Aluminu aLline with all new gaskets anid Joint clmps. Cross country line shall be leak free 

wile In operation or repaired per bliC/KEN direction. 

933-1354 C-3-25


ENGINEERING CHANGE NOTICE..... .- 

flags I of i Pr. W-2-0 

2. ECN Cagory (mark one) 3. Odglnmua Narm, Organlzadon. MSIN. and Telephone No. 4. Da 

Supplemental 9 F.S. Shurl, Golder Associates Inc. (206) 883-0777 7-7-93 

Direct Revision ( -"* 

Chng EC I ILroject Tle/NoA/ork Order No. 6. BIdg.Sys.JFsr. No. 7. Impact Lavel 

Temporary [I W-02S RMW Land Disposal Facility 200W / 21 5-W-5 30 

Suta 11 

Sprouea. Document Numbers Changed by this ECN 

Cancellftod (incluides sm anO Md rev.) 

9. Related ECN No(s). 10. Related PO No. 

WHC-S-045 Rev. 2 NA NA 

lIIs. Modcificton Work 11b. Work Package 11. Modfication Work Complete I Id. Restoted to Odginai Con&i 

No. 

ton (romp. or Standby ECU only) 

JYes (sfout k NA NA NA 

11 b)______________ _____________ 

No (NA Wksi I1b. Cog. Engineer Signature 4 Dat. Coo. Eingineer Signature & Dais 

11, lI1d) _________________ __________ 

12. Description Of Change 

Changes to Project W-025 Specfications: 

1. Secti 02V79-2. Panl 1-7 'Subn~tak': Add new paragraph. 

1.- Subrmil evidence of qualffodona, of orgsNluonr that vii serve as Geosynthetia Installer. At a minimumn, the Gecayntheles 

lnstaI! shal have succesfuly completed at least 10 projct conslisig of Installation al Ad least I 0.000= equare feet (totail 

of MOPE 11nor. Projects. shal Include ICP. landilh and surface Impoundments. 

Submit qualliadona of key personnel IncludIng superintendent foreman, and lead welder. 

employees of the Goaynthedca Installer.* 

Key personnel shall be funl Urn 

2. Section 16480 'Dry Type Transtormae: Includs uaahed Section In Its, anr" (2 pages). 

3. Section 154M. Part 2-5 *Pole, Mounted Translormers' Change '75 KV BIL' to 'V6 'V BiL'. 

4. Seain 16400. Panl 2-4 'Open Fuse Cutouts - Pole Mounte': Add the following: 'utow shag be extra heavy duly. 100 Amp continvo'a. 

M6W Amp interrupting duty or begtr. 

Cutouts shell be fused with 2Ttes. 

I. Sectont 16450. Part 3-1 'Grounding. General' Add the folloviing: 'rounding shall be performed in accordance wt the requirements of the 

National Elecuical Safety Code rules 96 and 97.' 

1396 Judllcaion (ak CdtAna Change U Design Improvement fJ Enviaonmentalf 

one) 

As-Found Faiftat. Conet. Conat. EnrarOmnlaon fJ Design ErrorOluiaon 

13b. .Justiloxon Details 

1. Exclude unquaifed Installation contractors. 

2. Correct otwsinon. 

3. Conform Io current Hanford Shte standards. 

4. Cla~icedoat. 

5.Coiorm to euirord Hantford Shte standarda. 

14. Diibuion (include name. IASIN. and no. of copies) RELEASE STAMP 

WHC DISTRWB~LMON 

KEH DISTRIBfLMON 

projec Files R5-48 (1) JF otn E- 3 

PArMce~e. G&.27 (1) P.a eadet E2-30 (1 OFFitCtl' RELEASE 23 

Stagon 10 A347 (1) W.A. Hokwn E2-50 (1) 

OA Rohl S4-01 (I) BY WHG 

EG. Er~enbck G6-47 (3) DOE DISTRIBUTIONDTE JJ -91 3 

S.R. Bigg G6&47 (1) DT 

KOD. 

Johnson 142-58 (1) M.S. Colin. AS-1S (1) J L -919 

A-7900-0 13.2 (0"i2) GEFO95 

933-1354 C-3-26


ENGINEERING CHANGE NOTICE 1. ECN (us* no. from pp. 1) 

15. col imact17. esin 16 

tzqW-025-006 

I Pae 2 

Schedule Impact (daeys) 

~ Additional so Add~onai ImO rprovement 0 

*No Savings [3 Savings Delay V 

IA. Chanpe Im"4I= Review. Indicat th~e relae douments (other Van the *ngrnering documents loenified an 34do 1) 

th vwil be affected by Owe cbng. de~flbed In Block 12. Enter the affected document number in Block 19, 

64PA~wi S.... 

~ E TM~ cdhb,s~ UW.W ~ [ 

binw Ciei. 3 x A...o [ a.~ 

14-M A,.e498~9 

[316tanCdbrmS. OPmfl 

MWWpi Lb" Lu] 

ae.~~~mb'. [3P.7w~( 

[3 

SLM sekoacalref ad 

a~~~~~~w"e 

bm~tm N~..Cwfp w ~.[ 

ASW tslie,.;I W 

OMeew w [3WA OaWMDW@ Ulw [3b~wa ICU~ ftSaiw* 

"-w 6wwom [is bwwi kV*vW,. bI]r - c h a [ 

Sf~vaftw 

"e.fi LD.. [3 hoc-e L.**.w [3 0-..sm [3 

[pu 

"a* Pam a PVIy.. Apphew.. 

18. Other Afleeled bocumerdz: (NOTE Documents lisad below will not be roviiad by this ECK.) Signature& below 

incAu that the signijng orpawifzaon hax been flowd of other affected documents imed below. 

Documtent Numbe;/Pe.*,aio% Documntr Niber/Riion Document Numbet PRevision 

WHC-SD-W-OZ-PLN-0O1 Rev. 3 

DOEIRL-68-20. Supplement 2 

20. Approvals 

Signature Date SignatreD 

OPERATIONS ANDjEqLNM:NG 

AAOHTTECT-ENGLNEER 

Cog Enigineer 401 p 

.E '7E4 

OA Lrq 3 Sifety 

- Design- 

Se~w~tyEnvion. 

Environ. -Other M -rA" 77T 

PtojeaaPfovrams 

Tank Wase, R~ed~idin System- 

Feff~es Operlona DEPATMEN OF ENERY 

RAtoradon & Remedisson, 

operatom & $upport Servies, 

IRM 

Signsumat o Lmer No. 

ADTOA 

A-79D0.01"- VAM~2) GEPOP 

933-1354 C-3-27


ECN W-025-006 

PAGE 3 OF 4 

WHC-S-045, Rev, 2 

SECTION 16460 

DRY TYPE TRANSFORMERS 

PART 1: 

GENERAL 

1-1 DESCRIPTON 

Provide dry type tansuformers complete and fully operational. Transformers shall be UtL. listed and 

comply with NEMA Standard ST-20. Deliver transformers to site for testing 2 weeks prior to 

installation. 

1-2 SUBMIT7ALS 

A. Prepare and submit shop drawings for review prior to manufacture. Include dimensioned 

front plan and section views, wiring and connection diagrams, and bolting template. 

B. Submit in accordance with Section 01300. 

PART 2: PRODUCTS 

2-1 MANUFACTURER 

Tierney, Sorgel, Westinghouse, General Electric. 

2-2 ENCLOSURE 

A. Steel panel enclosure over core, coil, and terminal chamber with louvered openings for 

convection cooling. 

B. Enclosure required for environment in which located. 

2-3 WINDINGS 

Separate primary and secondary. Windings shall have Class H insulation and shall be rated for 

continuous operation at rated KVA with temperature rise of not over 150 degrees C above a 40 

degree C ambient, with a maximum hot spot temperature of 220 degree C. Windings and core and 

coil assembly shall be treated and built to resist the effects of dirt and moisture. 

2-4 PRIMARY TAPS 

Minimum of two 2-1/2 percent below normal (rated) primary voltage. 

2-5 CAPACIT 

WNC NON-DRAG-OFF 16460-1 

933-1278 May 26, 1993 

933-1354 C-3-28

WHIC-SD-W025-RPT-001, Rev. 0 ECN W-025-006 

PAGE 4 OF 4 

WHC-S-045, Rev. 2 

Continuous rating not less than size noted. 

PART 3: INSTALLATION 

3-1 MOUNTING 

Mount on vertical mounting wall as noted or as required. Remove all shipping blocks prior to 

installation. 

3-2 CONNECTONS 

A. 1201240 volt single phase secondary transformers shall be considered "grounded neutral 

separately derived systems' and neutral shall be grounded per code accordingly. 

B. Transformer raceway connections shall be flexible metal conduit as specified in Section 

16110. 

C. Voltage Tap Connections: Connect all transformers at "normal" tap. After facility is 

completely energized, meaure secondary voltages at all transformers and reconnect taps 

as subsequently directed. 

3-3 FIELD QUALIT CONTROL 

Verify that transformer installation is in accordance with mnanufactrer's instructions and Drawings 

and Specifications. Verify correct wire identification and type of transformer. 

-END - 

WHC NON-DRAG-OFF 16460-2 

933-1278 May 26, 1993 

933-1354 C-3-29


L.~ 

ENGINEERING CHANGE NOTICE ....................... 

~ ~ &flsaw.taZdMSdhIhfSo__ot ~ ~ ~~~~~pg IM~. 2 P--W-025-07j 

Dirm %* Awon & Pojet AWNWoit0.41 N 8dqJSy&dP.c. No. 7. Impact LeiieI 

Temorry11 -05 MWLan Dspsa Faif 2OW/ 21 8-W-5 30_______ 

Supersdure & ocurmt wNmber Charweed by this UON 9. AeddEON "4( 10. Relaed PO N& 

WHC-SDWO2S-ATP-OO1 Rev. 1 NA NA 

I a. Mod~ation Work Ilb. Waftc Paocgs Ia MrModdlof Work Gomp~W I lId. eAs d to OdginW Con&. 

No. 

s on (T~emp, or Standby EON wk4) 

Uyet (m1 WAJ 

Bk NA NA jNA 

No (NA 85ma I Ib. Cog. Engineer Signature & Dab Cog,.nierSgntr a 

12. Descrption of Change 

Chaniges Ia Project W-025 Acptance Ted Procedure, Instrurnergio41EClectat 

1. Paragrapht 9.1.1: The *icu breaker for Power Ia pump W5PI Is located on p"ne A. 

2. Paragraph 9.1.4: Change WP51l* to ViW5P1* both localons. 

3. Swoi 10.0: For pumps WSPI. WSP2. W5SM end W5P4, masure to pham cunots prior io beginning the pumping test. Pwomord 

IN*a informaton on the bottom of Ted Data Fam 10-2. 10-3.10-4. and 11-1. reapealvelr. Vedy that motor overload deia am. uizad 

13.. Jusficaton (mark Cmanai Change Design Improvemnert [J [Ironw 

one) 

AsFudFacfdwt Comet. Coni. Efwomfa~w DesiMgn Ew/Cdanson ~ 

13b. JuxWc&Oon Oetalis 

1. Make ATP tommsrit wlfi currert deviga. 

2L EdhIA~IL 

3. Standard bwng procedure. 

14. Dmtab~fon (ndude name. USIN. "n no. of copies) RELEASE STAMP 

W14C DisTRiqvnfoN 

!-H4 DISTRtLMON 

O.LLah Al W 

Project Fles A4- =)C.I.-' J.R Morow E2-30 (3) 

J MCM G-7(1) P.G. Beaudall E2-30 (1) OFFICIAL RELEASE (N 

0 A.7(1) WA. Nowain E25 BY(HC)~ 

Stto 

D.A Roof 54 (1) B H 

COr. Erpenbec W6-4 (3) DOE DISTR5IB ON DAT 

S.B60gas C6.47 (1) JUL -9 99 

K.O. Johnson N.? 51 (1) M.S. Cohna AS-10 (1) J L-919 

0.0. Evans H447 (1) 

JAC. Kolen T3-29 (1) 

A-7900-013-2 (06M9) 

GEFO9E 

933-1354 C-3-30 

A-79DO-01 3.1 0(1 t11'


ENGINEERING CHANGE NOTICE 1. EON (usen.ro. tram pg. 1) 

Vof*4&6*~n ENGINEERING CONMTh)O1ON 

lYet Adihons) so Adhin oIprovement 3 0 

3No s~Ang fl s Uvingn [J Dewy f 

19. Change lmpacm Royiew. Indicate 0*i relaubd docurnenf (aberthar~n Owi onglneeting documents iren~ffed an Side 1) 

*ad w be aflocted by#*h change descrbed In Block 12. Enbrfte afl-W~ docrnent number In Block 19. 

0 S..ut ,* 2~em a~u TWA C81WU WA 

come Spurn D..& &ow-i MWb U06 Lb" 

CuL 1. LI tew PeT-4w..~wCwile 

DU 

oC~pji~ 546 U.W 

K "M 

#.[].0- o- MAWW SPNOrdebm 

finwe "L 0r''vkw a- N S-a. sofw6"Ciwmf .wA 

u" 

L -.ee~ No~ 4vw Pu LI A1* Pan a P~uns Aeui 

19. Othr~ Affockod Document&: (NOTE: Documents Wmed below Wi tnol be roeised by No~ EON.) Signsutes below 

kmficsfri tvri. agning otganiza~on has been noiAed of other aflociad docurnats lowd below. 

Docurmom Number)teiion Doevument NumaerRaon Docmeont Number R.woio 

WHC-SD-W-02-PLN-0O1 Rev. 3 

DOE/L-8B-20, Supplement 2 

20. Approvab 

Sjgnshm' Dane Slinahu DOWe 

OPERATI1ONS AND ENGINEEJN 

ARCJ-MT-EN31NEER 

Cog. Mg DA -t -q 

Enwc.Ohem1 

Secuttl Emfiron. , , 

A 

Tank Waft Rome~aon $yxltm 

Foodibes OperadOm 

DEPARTMENT OF ENERGY 

Pastafrab & Remodldon Signature or Labtr No. 

operdone & suppon. seftioss 

IRM 

A~DnONAL 

Other 

A-700-013-3 (MM~9) GEF09 

933-1354 C-3-31I

L~U JjLb U 


Ds 21 ed: INFORMATION RELEASE REQUEST oem: 

- Cwmliete for s11 iyms of *less*. 

Puroose 

1_____________ 

ID nIber (include revision. 'voh~sse, ae.) 

$0M s.P~atiA0 taa. Pa'eviously released WHC-SD-WOZSo 

FW PaWe l~h T"ast .epA"6 ATP-001, Rev. 1 

0 sumemy on mre Woeetu Litt attachmeants. 

suffi) o 3ONAei 

o~ ~ Ahwel mium,~rW ECN W-025-067 

s 1eker Bureau C"Weld 0emmIE aWe letas* Itequftred 

o ~sa ~ w 

a Othe 7-8-93 

Til W-025 R14W Land Disposal Facility Un "r~a f f I ad rAtegey 

1 Zec 

New ar novel IPettablel suibject moner? (XI U. I(I yet 'wylM66 ee nived loom *tlas In aadetea. ao apaWW;Amyv data. 

K ;*a*. hat diadmaa, bssn eubYietid by WHCoreh c weie ewVeda meowd/ekuldona? 

UNoeJ Ye Dlaeiee all)a. fX] No Ye Idedfy) 

C60wtghts? [X] M. [] Yen* TradeEnakl 

Of *Yes', has vmtuam wwn~esian beena gree? X]I Ne ( Yee I'd-amty 

Compitet, for Speech or Prestntedoe, 

Title of Conference or Meeting aro. or society sponsorino 

Daews) of COOference or Meetfl Cit/Sat Wasdibe weeIn pubt.60d Ye l 

Title of Journal 

CHFUCLIST FOR SIGMATORTES 

leyfew Rewulred oer VH.-CK-3M4 !2 Rev~±iwr -Signature Indicates AporovaL 

a3*i&eWtteinesze~fid Contreded 

XM-PrI 

Nfuclear bIntmebean (3 X] _________________________ 

Patent -doal Cow~ase [X] I3 I 

Legal -Geneel Ceaas [xl £3.5 

Ap#We Tee eoWi. 1 lxeat ConvulaE 

mtr 

f Z-~4 Ui z G( 

CclaAuxjA&atisn5 ( (XI 

RL ftegrenVWmict (3 X) ______________________ 

Pubkatian Son~Ae ( [XI ______________________________ 

Othet PraranProjort (XI ___________________________ 

Informetion eonfomm, to at[ socitiobe recuireemans. The above informAtion ii Certified to be correct. 

Retecs vl"* itro Ade ei 1 IFORATION RELEASE ADNIINSTRATIOU APPROVAL STAMP 

Ratusnsa wflbleInbitnd~ Aajegs X3 ( Stampi Is nuqi baeor r61664. ftele s amteent uo mookkionla of 

Tranewm to1 DOE4IWMlosk- 

of Sceerdfia 

Author/Reqiestbr (Prin:.d/signatura) Date liL~' 

Intended Audience 

1] Internal [3sponsor [X] ExternaL4! 

Responsibtle Manager (PrintedJSignature) 

Dae 

S. R. Briggs IfDi ate Csnetd TDate Disapproved 

BD-7'600-062 (08/91) WEF074 Part 1 

933-1354 C-3-32


L.ENGINEERING CHANGE NOTICE .................... 

PgIof3 Proj. W-025-OOB 

EON 

Z. EON Gategory (maurk ar*) 3. Ou~lnatoe Name, Orgainialion. MSIN. and Telephone No. 4. Dole 

Supplismonisi I F.S. Shutt, Golder Associates Inc. (206) 8B3-0777 7-7-93 

Chane~ P.-1i11 5. Prolec Tfe/N*MAAortc Order No. 6. Bldg./SyJFfac No. 7. impact Level 

T emporary W-025 RMW Land Disposal Facility 200W / 21 8-W-5 30________ 

Standby 1)1 

Supersedure B. Document Number* Changed by this EON 9. Rolialod EON No(), 10. Related PC No. 

O~an~ol 

(includes sheet no. and rev.)I 

see lteml 2 below -pAuis ___1 NA NA 

I iL Modificabon Work I Ib. Work Packag I t. Modifscaton Worli Complete I Id. Restored to Original Coind- 

No. 

t on (Temp. or Standby EON only) 

Vol to aid ek NA NA NA 

No P4A Bka. 11 b, j Cop. Erigineer Signature & Dabe Cog. Engineer Signature & Dat 

11c. ld) ____________ 

IL. Description of Change 

Chainges to Pro)ec W-025 Design Drawings: 

1. Drawing No. K+2-131587. Sheet 4 of 4. Detail 31; Change number 4 under -ewer to number 3, referrng to bushing. 

2. Drawing No. H-2-131597. Sheet 4 of 4. Condult and Win. Schedule: Change symbol 19 wire eruy to read '4$2 & 1S0 

3. Drawing No. 1+2-131587, Sheet 4 of 4, Elerrentary Diagram: Change wire symbol between dry type trasformner and Panel 0 from '3' to 'Z, 

4. Drawing No.. H-2-131590 through H-2-131592, H-2-131594: Add VU.S. Department of Energy' and 'Richland Operations Offie' to tItle block 

per other drawings. 

(Continued oA Sheet 3) 

14a .hnlfhcaton (mark Crtwena Change U Design Improvement Enwionmenuil [ 

one) 

A&-Fourd Fadhtate Conact. Conat. Snor/lrnuaion fl Design Enro/Cmussion f 

13b. Juatilion Det 

1. Ediorial. 

L. Make consitnt with detail 33. 

3. EditoriaL 

4. EditoriaL 

5. Make tornpiable with WHC drawing number "ytm. 

L. Clrt requirement. 

14. Diazlbuuoa (inc:ude name, MSIN. and no. of copies) RELEASE VTAMP 

WHO DISThISYTN 

KEH DISThISUTON 

Project Ples RI-28 (1) J.R. Morton E2-W (3) ., 1 

J.R. UC0101 G"7 (1) P.11 Beau"e E2-410(1) OFFICIAL RELEASE 

$Wdon 10 A3.87 (1) WA. No~en E-2-5D (1) 

D.A. RON 54-01l () BY WHC 

E.O.Erpenbeck G647 (3) DOE DISTRI3LMON DT U - 9 

S.R Brigga G6-47 (1)DAE J L 910 

XD. Johnson K2-56 (1) M.S. coanm AS-18 (1) 

.1.1 Doria 82.16 (1) ________________ 

0.0. Evans 114-57 (1) 

J.M. Nielsen T3.29 (1) 

A-79004O1342 PMd) 

GERMe 

933-1354 C-3-33


( ENGINEERING CHANGE NOTICE Nog. 2.13 I~ ~ W-02"-08 

15. Deuign 1s. Cost Impact 17. Schedule impact (days) 

Required 

fYee Additional so$ Add~OiAd so Imttirwment 0 

*No Savings $ Savings fi Delay [ 

II. Change Impact Review. Indicate the totaled documents (other than the engineernga documents idendild on Side 1) 

that wil be aftected by the change deacibed In Block 12. Enter goe affected document number In Slockg IV. 

Soo=O &@&WnI,/ib Andol Tal* caftod UNP& 

to,-- sp M.e ASSAl ce" 1W% [ 

CWuS. sem. fi Erqwv NISMA 1 NOMm F~m 

rtFWU Soo& 000"t hAgufullwi Cw saS.t..e 

C F"eimn 

V*,W IW Wm.a al 0eswk P,,iniW. ciraks ~E 

04 PA.. [3W Op Sol*" Bd N PmSM al low Preno.. [ 

MANU IMPDo [3 Pta Can"d MW.POm [ 

G~A..vqe~ We~wq [ Prom [OWCha 

Sety &@ww Li C.0 

ft~ft, We PinuwI [3ama S mm. MiWW aram[3Pww 

Epewafd t~w sta[1f Ft $OnoS'. UM COj Cag merouy .Awui pm 

Pon 9 ftW. Apo.st 3 

1- R g [1P- - [ LLAO 

sn~n[ 

19. Other Affected Documents: (NOTE: Documents Isted below wil not be revised by this ECK.) Signature& blow 

Indicate that the uigrngi organization has been notiid of other ultected docurnen. lited below. 

Documectd NumberIPrvWadn Document NwmbetRJwvdon Document Number Revision 

WHC-SD-W-025-PLN-00 Rev. 3 

DOEIRL-aa-20, Supplement 2 

2O.Approvfas 

Signature Date Signature owt 

OPERATONS =ANO ERING ARCNITECT-ENGINEER 

Cog Engineer ~ //3 PE .£t~ _ _ 

Ll 

safety 

Se~t'___ 

Design 

security Eflviro VL 

Envfron. ____ Other /4duM't _7-_t3 

ProjecW~Prograrn 

Tank Waste Remodixton Systant 

Faciites Operations 

Restoason & Remedlation 

C~peradons & Support Serice 

iRM 

Other 

DEPRTME2NT OF ENERGY 

Signature or Lettar No. 

ADDITONAL. 

933-1354 C-3-34


Conlinued from Section 12. pope 1, 

S. Gornerai In tV. blocks of drawings. change CAD FILE des~gnations as follow: 

D11wing: K42-131573 0~" 0 Now CAD FILE: B131S73A 

14-2-131374 A- I' B 131S74A 

K42.131676 AI A- B131675A 

H-2-13157 PS &A I~ 

8131576A 

K-2-131MALI'~&' I B131S"7A 

0+2-1=178- 8" 131sm8 

1+211S79a- - U.$ 1315M9 

14-2-1315800AA-1 AAw. B 131580A 

K2--131581 AMJ' 'L' B131581A 

F,2-131582 JS.' 1 B131582 

R-2-131503 6A- 1&0, L 

B131WU3 

1+2-131584 6L~ I -- 6 8131584A 

K2s131SALdd, itad.'. 813158WA 

142-1315ft 44 I Ae-i- 81315W8 

1-2-131587 Shoet I- .s9-L1~ i B131587A 

F,2-131597 Shoot 2 LwB. 1315875 

H4-2-131587Shoe13 ~- ~ B131557C 

14-2-131587 Sheet 4 AW 8. 131587D 

142-131588 CAI A-- I- B13158M 

142-1315OO:--J o-- B131590A 

1+-2-131592 .ol-1D315M2 

14-2-13153;M-1 R--' B131593A 

142-131594 ~-- I&"--~ 5131594A 

S. Drawintg No. H-2-131587. Shoot 4, Detalt 30: Add note "Ground trmnalonmer cas,* 

7. Drawing No. 142-131587. Shee 4: E orentry Dara: add hew confduttwiA symbol 21 to lie between weatherthead and wgnhour metear. In 

the Conduit end Wre Schedule, add a now irs with the flkmlawnq Information: 

Symbol: 21 

Conduit Sina: 1-11F 

YAMe: 492 

Ckttuit No: 

Demariptior 

Sorwice 

Noaet 

[blank) 

Conduit Wa: CWWS024 

933-1354 C-3-35


ENGINEERING CHANGE NOTICE 3 --oi ---- 05-009- ...... 

Pago 1 of 3 EoN 

Z. ECN Category (mark one) 3. Orignalors Name, Ovpnatton. MSIN. and Telephone No. 4. Date 

Supplemonta I F.S. Shuui, Golder Msociates Inc. (206) 883.0777 7-7-93 

Direct Reision . L 

Clang.EON 

& 5 Project TXleNoAAtr* Order No. & Blidg; i.e. No. 7. Impact Law( 

Tompcowy t 'U W-02 RMW Land Disposal FacWlt 200W / 218-W-6 30 

Superseure L Document Numbers Changed by tis ECN 9. Related EON No(s). 10. Related PO No. 

Cancasvald LI ckudo sirest no. andl rev.) 

WHC-SO..-W02S-PLN-0O1, Rev. 3 NA NA 

I a. Modicaton Work~ tIb. Work Package lie. Modification Wor Complete 11 d. Restored to Original Condl- 

No. 

Vont (Temp. or Standby EON only) 

Oyes (H Ot k NA NA NA 

I lb)_____________ __________ __ 

3No (KA Wks*. 1I b, Cog. Engineer Signature & Daia Cog, Engineer Signature & Date 

Ile, lI1d) _________________ 


Changes to Proje~ct W-M2 

Construion Ouafty Asaurance Plan. Appendix A Tables. 

1. Tab 111". Pago 1: Entry 'Becidil ASTM D4M2 add *GC. SC'to a00ptance Criteria. Entry 'racill ASTM D43I8: add *00. SCI to 

ACOPtA1100 Cet*ie 

2. Table 02=2 Page 1: Entry S.uAmp drainage graver cmacn: change accptance criterion io Frrar-k wakad*. 

3. Table 0222. Poge 2. Entry 'ASThI 02434%: In frequency. change e*we to 'eery. 

4. Table 02275. Page 2. Entry ICoflect Subgrade Acceptance Certifice': Change COA reference to '4.4.l.4. 

5. Table 0227S. Page 4: Entry 'I.Acala, %ample, and perform destructive twstz' In frequency, change WC tloW. 

6. Table 02275, Page 5: First 3 enlalea. conformance bteing: Add * or I We producton lor to all frequencies. 

(ontnued on Sheel 3) 

13a. Justficauon (mant Criteria Change Design Improvement [] Environmental 

one) 

As-Found Faciltsts Corist. 3 Const. Error/Omnison [1 Design Errm/Omniaion 

13b. Juatikoadon Detilsa 

AM Editoriael to maim OCA Plan conaaatert with Speecationa (WHC-S-045 Rov.2) 

14. Disvibution (include name. MSIN. and no. of copies) RELEASE STAMP 

WNC DISTRIBULiON 

IKEN DISTRIO~LMON 

Projed Fle* RI-28 (1) .RA Morton 230 (3). . 

.IA. McGee G647 (1) P.M. Beau"de E2.30 (1)'O 

Sion 10 A3-87 (1) WA Ho~ison E.250 (1)I 

DA'. Rohlu S4-01 (1) BY WHC 

E-. Erpenbeck G5-47 (3) DOE DISTRI9UTION AE U -9 9 

S.R. Briggs Gr-47 (1) 

DT U 919 

1(0. .Johnson H12-58 (1) M.S. Collins A5-18 (1) 

J.J. Dorian B2-16 (1)j 

IJ.M. Nieleen T-J-29 (1) 

A 790D.013.2 (0"21l GEFO95 

933-1354 C-3-36 

A-750"-31 (11/821


ENGINEERING CHANGE NOTICE 1 1.EC (use no. from pg. 1) 

15. Design 16. coat Impact 1.Shdi mat(as 

Required ENQINEERING CONSTRUMnON 

" Addittionsi so$ Addilionei so$ Improvament 0 

NO Savings (I $ Svinlgs $ Delay [ 

11. Mhange Imp=c Rmevw indicate the ind documnent (other thant the engineering documnents Idendfled oi Side.1) 

that tv1M be affected by the change, descrbed in Block 12. Enter the affected doument number in Block 19. 

Boo Serk~" "a 0 Tm CaW~MAO []a 

b.WPK 506. #A] ns( AWE C.&A OS.' 

CwUL 001. bWM~tu ftess" []0 I4...s., v 

Va. l" im . 

opwawq Pw ]Sa C.NM a..idi. 

o&AI~wfl ] wabw 5 is~ 1...Wm (3 .SwU 

PS~~~AA ~~ItpD (3 

bro"uf]PnC. ugpm 

bwenww Pews. [3W *lwyAi,.W A66-0 [ U 

It. Other Affecked Documents: (NOTE: Documents Wsed below wil not be rayied by Nhs EON.) Sigrsature below 

lnd!=at thai the vigning orgmnization has been nolfsed of other aftected documents ItEwd below. 

Documnent Number/Revision Document Nuvnber/Revision Documeont Numbher Aevision 

DOEMRL-88.20, Supplement 2 

20. Approvas 

Slanelure Date Signaure DAMe 

OPERATIONS ANDANINEERING 

AMCI-MET-ENGINEER 

Coogk we & pE C, 

Environ 

Pro)*eomn 

Tank Was*e PRemWdla"" 

SecwffyEnviron. 

system 

_ 

Desinh 

Facabes Oper'aons ______N OF ENERGY 

Restoration & Remfediders linaun or Lour N. 

Opermiens & Support senuote 

IRM 

ADDITONAL 

Oliver 

7-7-13.~w 

A-79=013-2 (06/2) GEPOB6 

933-1354 C-3-37

t~~L7 j.j ~ JlvA I/ 


Congnued from Soedomi 12. page 1: 

7. Table =V2S. Page 5: Entry 'Confirm, that aI geonot Is corvered' change COA mjeotoe *0 4.5-2.3' and change spcification section ad 

paragraph to '02275 3.2'. Entry Visually examine gootaxifle change COA reference to '4.5.2XY and change specifcation section and paragraph 

to '02275 3-2'. 

8. Table 02511. Pag* 1: Entry 'Contractor submiltal' change frequency to 'Pror to ordering (materials) and prior to construction (methods)'. 

9. Table 0251, Page 1: Endy Tudrolott/9adon: change apefcalon madon and paragraph to '02511 2-1'. 

10. Table 021 1. Page 1: Entry 'rep courve ASTM DIS?* change apecilion macdon and paragraph to '02511 3-1. 

11. Table 02511. Page 1, Entry 'rop course ASThI D2922 change, ap iadons ectioni and paragraph to '02511 5-1*. 

12 Table 02511. Page 1: Entry*Asphalk onciee constructon tolerancoe: change apedficadton section and paragraph to '025113-51. 

13. Table 02511. Peg* 1: Entry 'Compaction of asphar: clsange apecdcadon section and paragraph to *M2511 3-31. 

14. Table 02720. Page 1: Entry 'Ditch dlrmenalons change spedillcabon section and paragraph to "077203'. 

15. Table 0272?. Page 1: Entry 'Meer pipe tolorance' change opecification madon and paragraph to 102727-11W. 

16L Table ISM6 to 15250. Page 1: Entry 'Cantractor eubmnftar? In - ecifiaon ncdonand paragraph, change '15100 1.? to'15100 1-5*. Entry 

"Receiving Inspocion% in epedfction madon and paragraph. change 15100o 1-2' too '100 . 

17. Table 16010 to 16859. Page 1: Enry" 'Contractora sa-built drawings': In specificaton section and paragraph, change '13340 i-5Er to 

'13340 14C. 

933-1354 C-3-39


Pat I ived, ~ INFORMATION RELEASE REQUEST Rfrne 

Pvrpose, 

_ 

1___________ Nmber (irtlide revision, whie, etc.) 

0apeho lsntlo vosMPrvosyrlae WHC-SD-W025- 

13 FUN I-par (Cook 12 TscwaelPope PLN-OO1, ev 3 

13 goeary onyoe 01 rtwo w85(DM5tUof List attachments. 

C~ bsac 0 brobaflma.Fl ECK W-025.-009 

0 Visual AMd 13 &ftwalowe~atsssw__________________ 

D Sposkes, 1weaa 0 Coimu" ed owunent Date keleae Required 

o Poster Sassion 0 Odoar 

Title CONSTRUCTION QUALITY ASSURANCE PLAN Unlssfe Category sipact 

___________________________I_ UC- 1.vl 3 

Ne- or niovel latantahle)subiaat saits,? [X] No (3 yo, bitnata oered I1mm aurs In monlies. emh as pms-teeay data. 

K , Ye. has disclosure boon sumitd by WHC oter . mny Ui socro. sndior Inventhas? 

No [] Yam Dieclosr kale). [X) we 1 yes .. ilatntty) 

Coyih1 [X] No [3 , T Irasmaik 

ff 'Yes*. has wmitter, emghsslon beaes osrroa? [1 we E7 I. Yes omty 

[3 ke [] V.. lAuach Plmjlsi~n) 

Cotett for Speech or Prsentation 

Title of Conference or Ratting group or S&witty Speoring 

Date(&) of conferstme or meeting City/$tat* WIN piscaedgmg, b. pub~aw? Ye)t 17)No 

Title of Journat, 

IIwinmsnatel 

bshandedou 0 17] Yes N7 o 

ifev'ic 

CNECCLIST FOR SIGNATORIES 

keoulrJ r e r WHC-CM3-4 zn I Revit-wer -SignatUlt Indicate; Approval 

lies oiined 1IfIMZ *X 

Nuiw informatlin 17] 1X] 

Potent - Geral founsel [7XJ1 7 

I /C- ~-1 L-C -~ ? / 

Legal - ewww e wee [XJ [)JO 0 Lra 

Applid Tocknolgy/Expot Controlld 

IMfomurtin or brasee~os Progroom 17) [XJ ______________________________ 

VMC krmnJPDsjet 17) [XI _ _ _ _ _ _ _ _ _ _ _ _ 

Commalctiona [3 [X] 

NpAa/mjc 17] [XI 

puAetin S.,viess 17) [XJ _______________________ 

Iiferition conforms to sit soolicabit reaulreents. The save informtion it certified to be correct. 

Flaterece Avale Ua kwnded Aadlsnom (XJ 17] SUaMP 

in fl2 INFORMAION RELEASE ADKMW4;TRATION APPROVAL STAMP 

Is tesuhed balis uoesaaa Releasa Is saiowant a~nmookotaca of 

Trnomilt Us DO.WOOrawao 

and aeleshcal Inionntio 

Scientific 

FO 

Aszthor/Reqquestor CPrintWdS1Vrmtwr*) bet .O Cl '. 

E. G. Erpenbeck 

17) ntenaL 17)Sporsor [7X] External 

Responsibie Manager (Printed/Signature) Pae 

S. R. Briggs 7A Date a Vaiesd 

ewprowed 

BE-760062 (06/91) MEF074 

Pert I 

933-1354 C-3-39


ENGINEERING CHANGE NOTICE ..... P ........... ......... 

Page OfECN 

ZL ECNCategory (rmaa one) 3. Name. CignzemMIKadToaheN.4,Dt 

N..naie 

SupponiotalI F.. ShrlGoldr Asaidtes nc. 206 883077 9-22-93 

Ditet S PrjedTldwojork P~eln 

kdwNo.S. idg~yaam.No. 7. Impact Lem~ 

Temiporary 11 W-02S AM Land Disposal Facility 200W / 218-W-5 30 

Standby 

I 

Suprmdue a.Doumri Nubim Chivd by this EON 0. Related 1ECN1 No(*). 

CanmWold 

10. Related PO No. 

OnlIls sho no end my.) 

WHC-S-045 Rev. 2 _ __NA NA 

I1I.. Modifagon Work I Ib. Workc Package Ie . Modiftcaon Work Complete 11id. Restored to Original Cone. 

No. 

Von (Temp. or Standby EON only) 

DYes (111oiA Sk NA NA NA 

3No (NA Bla. I lb. Cog. Engineer Signature IDatem Cog. Engineer Signature & Del. 

12. Dwernpdon of Chan"e 

Change* to Projed W-025 Speciftcaons: 

1. Section OWS. Part 2-1 C. 4. *Conforma= Tesdng% Modify %rt sentence to read *.. in te greater number of eas except that only two 2Z? 

friction angle ta~ wig be perlormed.' 

2. Secdan 02275, Pat 2-2 C. 'Confonnance Texlngr; lModly t entence to read' .. In the greater number of tasta. except that only two (2) 

frid on angle tests on each Interfacm will be pelojmed." 

13a. Justfleflon (msi( Criteuia Change U Design Improvement Envionmentl 

As-Found Faciltate Cons. Cont Snroil/nisimon Design Errorliisson f 

13b6 JustfcAton Details 

1. Elmrinam, unnisesauy btOng. 

2. El~m~ unnemsawy testing, 

14. Distribution (includ, narm. MSIN. and no. of coprea) REL EASE STAMP 

WHC DISTRIBtJTON 

KEH DIST141UTMON 

Project Fie* RI-26 (I) LR. Toilbo R3.46 (1) J.R. Morto E--W (3) - 

.J.R. Mccee G&47 (1) D.A. Pun T4-03 (1) P.O. Bauclt E2-30 (1) I ~ R~M S 

Staton 10 A347 () -1- A,1.4 WA Hoiedn E2-50 (1) FF i 

D.A- Re" S4-01 (1) P.L Recklwy S2-55 (1) C c. 

EaG Erpertbecc C4.47 (3) 

S.R. Briggs G6.47 (1) ECOLOGY DITRIBULiN DOE OISTRIE ,A E EP2 .O9f 

.j.j. Dorian a2-19 (1) J3. H~ensley M .S. Collns AS- 1S (1) 

A-79OD-013-2 (0"2l) GEPOS 

933-1354 C-3-40


SB.N CHAnGe IN ER N 

NO MEc 1.Mw (use no.d from~n pog.e 

lndN 

th1te)gnen ou~rml.~ ido 

thg~~~~~~~~~~ yt.canedethdI iok1 ne h ~e. ouetner Pagae Bof k -0-1 

M Desg c' 6.~ Goa imac 17. Scedl rp W Ja 

es so Adidna $-de Improvemen 0 

&ewNo Savings $l Savings. $1.0 D.Celah 

zoo 6."Wv U 0 AAU A% 

Elewu 

ElN 

P~ bua r . .w, e 

Doum~ Nubr/edso DouMen Numer/tsval Documen Numbe Rewuon 

OWAMSDW-2-t.O1 0~v 30&W ~~yAWMW M '48. 

Room ww 6.- PEwl 

q-zz.afti-Owh 

Co. g . .6kew 4wf"A* 

o cuetNme/44vsnDcmn Numer/eviio 

DoumntNube Rviio 

Tank Wea. -rPdeLN-0 RVev. - 

OerAL-8on. Supplen 2~v~ 

20. Approvals. 

Oigntur Datetnlt Sinaur Date 

A-7900013.3 AND ENIERN RMETEGN 

933-1354 (>3-4

WHC-SD-V/025-RPT-00l, Rev. 0 

ENGINEERING CHANGE NOTICE ..*... - ...... 

ECN 

2. =-C. z-atagory (mark one) 3. originalol's Name. orgamizaian. MSIN, and Telephone No. 4. Data 

Siupplamenl 1 F.S. Shud, Golder Associates Inc. (206) 883-0777 :.,,4 ~ 9-22-93 

Die Reiso ProJ Thle/N.,Wok Ordalf No. 6. aldgisysJ.ac. Nib. 7. lmpeaw Level 

T, emporaly I] W-02S WMW Land Disposal Facility 200W / 21 8-W-S 30 

Standby () 

Supersedure 8. Document Nwmbees Chaged by this ECN 9. Asitetd ECN 140(s). 10. Related PO No. 

CarmotVoid 

(includes sheet no. and rev.) 

WHC.SD-W0ZS-PLN-0 , Rev. 3 NA NA 

ilL. Modficaton 'Work 11 b. 'Work Packae lI c. J.ocirication Work Complete I Id. Roarod to Oiginal Condi 

No. 

Sam (Tepmp. at Standby ECN only) 

Y]es (inOut 8Lc NA NA NA 

* 1b)I__________ 

No (NA 9flca. I Ilb. Cog. Enginer Signature & Date Cog. Enginiet Signature & Date 

lie. l11d) 

__________ 


_ 

Changes to Project W-025 Constrhction Ouality Assurance Ptan: 

1. Soc~jon 4.4.1.2 'Receiving Inspecton and Conformance Testing: In 11rut paragraph following bulloted VLl. iod-'y socotd-tlO-Las senttenlce 16 

rvad !.., whichever resufts in then greater number of tests. except ltat only two (2) fric~tfl angle terms wigl be porfoemod.' 

2. Secton 4.5.2.3 'Gootaitle, Goconipashe. and Gooner', In, lirst paragraph under the subheadinig -,omformamc- Tesing. mo4t 'he socnd 

sontenca to read .. wh~c)hevor results in 'he gtmet numbe of tosts. except :hat only -.o (2) JnC~an &^S;6 terts :n O&C.61 ijefaZ& Will be 

.2. Jus-2fecaon (mark Cmarna Change Ces"gn Improvement UEmviromnmaS 

one) 

esign E-rzl0mission [ 

A.Found fl FeoItate ConuL 3 Consi. Effeori on D] 

13b. .Jus-zlicaion Ceotaila 

1. Elminate unnecessary '.es-ng. 

2. Eliminate, unnecesLs~ey im,%ng. 

14. 04sriburjon C~nciwdo nameu. MASIN. and no. of copies) RELEASE STAMP 

WI-4C DIS7RlBt~LmN 

KEH DIS-.AILr,1N 

Ptoject Fies R1-23 (1) LR Tollbom p34 (1) JR. monon (3)AS OF-iC30 

.JAR McGee G&-47 (1) D.A. ?fall T-.= (I) P.Q .5avdat E2-30 (1) BY W:.-%" 

Stton 10 A347 (1) WA Hoxwien E-2-50 (1) 9 

DA Rohl S.01o (1) P.L. Rackly SZ-55 (1) DATE S EP 2 9 IT 

E.G. Erpenbeck C4-4 7 (3) 

SR. 3ngs 06-7 (1) COLOGY DISTRI3UT1ON EOSItrONQ J ~I 

KD. Johnson X2.5a (1) 

.I.J. Dorian 82.16 (1) J. Hoealy .47 ()M.C.3llms AS- Is (1) 

G.C. Evans 14457 (1) 

A-790-01-32 PS:72) CEF09S 

933-1354 C-3-42 A-7900-013-1I 't1



2 f2 Iag 05-1 

16. Cost irmp=r 17. schedu. lnpee (days) 

Ven~abflENGINEEJNG 

CONSTRUJCTION 

~]Yet oA~nI ~ sotbna Smprovement I 

I 0 

No Savings U S sea4ngs U S Dela 

.A. Chiange Impact Aow Indicate the Pe~aaed documents (other !1.ar the .n;inoorimp doctirments id~n0(id on Sido. 1) 

that wigt be &floood by the =hang* described in Block 12. Enlt the affect.ed documvent nurmber in Block 10. 

~ ~[1 I-Aq. C-1. 0-0 &- ".0.0 U-1 Lt.4 [ 

c-mwi :x. 

S[Jp oq 

U 

*fl*. iso l b. 

- 

6 b b. IS*. J ..C. s -1.q [I~a .* 

b-w-e-y ~wiU U E 

.9. Other Afleimd Oocunmn: (NOTE: Documnu irwd below wr riolt*b revised by iis EC:N.) S;natures beoriw 

iicatv that !he % ;nunq otganization has bosh rvo~fid of clhe7 allocard documnents ld below. 

,ocumtnl Numer/Kirvision Docurnem Numffeevisiot :Qcjmenl N Irnbar Revison 

DOE,-L-BB-"20. Supplemnrt 2 

2.ApoasSignature Date S;Gnaturo Date 

OPERATIONS AND C IN./ ARCHTjCT'-ENGNEER 

Cogq 

Cog. Mqr. 

Engwor~ ?.' PE ~2~..$..- 

~ CA) 

_ _ 

Selty _____ oxilin 

Security 

Environ. 

Ejvviton.___ Other X *det 

Tank Waote Aemnecisin Sysem____ 

Faombes Operations 

DEPARTMENJT OF ENERGY 

Ratoratdon Ro..mefiation _____ Sigftatw. or Loner N. 

Operatons Suppon Services ____ 

TAM ____ ADDITONAL~ 

Other ___*~. 4~a 

A-7WO-01-%2 (06,92) GEP096 

933-1354 C-3-43


2E 29 1993 INFORMATION RELEASE REQUEST WCC.-- 

Fr f~~ f S?5 urvose New 10 Numbier 

Tachn.cal ;tt;ott 

izusning 10 b.riber (i~wde raw$.Qr%, vo:*jtl.t. tic.) 

A 

t tsV a r ,d m a l ~ :f' t v io u s y c le a e d . ;Is t 10 m , rbO 

* ~Sp.akers 3ureau Saftmasoloatilbass 

'tle, of jowmial 

V-, 

Ca k pE 

U7-S ea Cegory 

'oc 

LA1O C..asife CA,#r 'Level 

i Goup at Society Spon~soring 

T Date(s) af Conferenice orMeetingq CktState Wl1 rocetdigs be Pvubsised? 0 Yes Clj 

I. CW:!l -aemaIbe han "e out? ',t Ve 0l 

96 *itle of Clmnfertice or Meeting 

CMICKILSTFOR SIGNATORIES 

Ca~skatOt~f~bllf~dControlled 

'Juctear InfeemationC 

'C..E erWW.C~A CCOit~d .4 Name C(wited) 5.Ov-aure ~ t 

'a-teit. Cenral Coriel' 4-k Z ) In a 

t;&I - aneral Ccttsef m 

____ 

r i.dtechoJogy/Ezplin 0_____ 

Czmntoifed Information 

z? ite-nalsonvIa Progr.am r. 

Czmt."vucalroflI C S3 ___________ 

=CE-41- Prograe C2 m 

___ 

P..blc,8?iJou Sery'rees C 

Trl-r' oDO E.wQOf;e of 

- ,emic and Tecn-calmlnormation C~- 

,.:%,Rocuestor '0Tmted/S.gmature) Date INfORMVAVtON RELEASE XDDMINISTRATSON APPROVAL. STAMP 

Sam~ls recuired before eltase. :toltase 's connrjeflt CO~ri 

5 JCjr 6. 'andA m. ory comm'ents. 

: /z 7A/7FO 

o~r f 

Zoos-le Matarer vPiied.5;gm~ature) :.a:,'C 

933-1354/1 3 -4

WHIC-SD-W025-RPT-001, Rev. 0 

Lac -. or P~m SN Olher Au't, of "t'...erlor 

P0 or l.ogfam ta Drg code SDOrMIOr Agency 

________________________________________________(DCOE. DOT. vkc. Jm t~ ) 

NoneMSIN 

DOEm-o Pog.a-ti 

_ ___ I D . - . tc. )_ 

Mandatory Commtis, Reviewer NAme Date ftesotut'oin Date 

L S.qnaturt 

*Ol lnar onet r 0b o'~md l fwhef comrei sheLc :)t -mae on~ a toy zf :he ,nforrjaion!o 

review and retwrmed otheau:Iior. s'* o 

Legends.Notices.Markings 

Affix ______j re C 

XVel NO0 Yjs !o =t1 Mo = et 

AOplied Tec!*noligy 0 0 13 0 Progra rnmaic Notice 0 0 0 0 

56isafels-Senitive Information 0 0 0 0 proor-e-ary Inforenattom 0 0 0 0 

COMvto~tr Sat-wort Notice Q Q3 13 Purpose and Us C 0 0 0 

Ce~yf-qhT License Notice 01 1 0 03 Ehs1Diero 

0 [0 0 0 

Expor- Controlevl.nformation 0 0 0 0 Tradem~ark 015ttairIr 0 00 0 

,.egal : selairner 0 0 0 0 Unclassittl~ Comtrclled NJuclear 

fLirned D,sc'.osute 0 0- 0: 0 informsattrtOfficial Use Only C C 0 0 

214ent S.UM 030 00 1 

P*ccj-C:tional nformation 0M eoio.vaae '~c$;~:. 

O 

933-1354 C-3-45


1. ECN--6 -G -9 

ENGINEERING CHANGE NOTICE ..... .* ........ 

Page I of 2 Poi. W025-012 

L. EON Odegvory, (markc one) 3. oiginatos' Namne. Organizaton. MSIN, and Telephone No. 4. Dale 

Supplemnental I P.S. Shud, Golder Associates Inc. (206) 883-0777 9-22-93 

Dire ct iu Project Tkhe./Work Order No. 6. 9ldqg1ysffw. No. 7. Inpeof lUWl 

Temrer)? 0 W-.02S RMW Land Disposal Facillty 200W / 21 8-W-5 30 

Standbfy 

I 

Supen.teure B. Deourmert Numbes, Chnged by tila ECN 0. Related EON No(4) 10. ReLmad PO N. 

Canloaei 

0j (nC&ds aheat no. and rev.) 

seItem 12 below NA NA 

I I. Modification Work I Ib. Wont Packae I t- Modifcton Work Cornpists 11d. Restored lo Original Canai 

No. 

Sorn (Tamp. or Standby ECN only) 

a yet (noout Bk NA NA NA 

3No (NA Bike. I1I b. Cog. Englneer Signature & Dule Cog. Engineer Signaure & Date 

12. Description at Change, 

Changes to Project W-025 Design Drawings: 

I. Drawing No. K42.131594, Rev. 2. Details IS anrd 35: Relocate, aa road between Dayton Ave. and the Thuck Staging Area. Move 

enlm road direcdy north to avoid sidating povier pois. ProwAde 104oo sepaon bet~sr power Pois and edge of aaphal Pavement 

Provide 50Ofoot radius tranallon at aouthweet comne of as road wlierm it jount the Truck Staging Area. Provide road with uniform 

slope beftween Truck Staging Area and Dayton Avenue. Tranallton butwen acess road and Truck Staging Arta. "la be ermouth and 

event. Do not plane top course unit Ilocaton and prepared aubgra~de have been approved by the Construction Manager. Record actual 

location of road on as-buLk drawing. 

This modificcdon aka apples to &A other Project W-025 Design Drawings that ahow the accaa road. 

l~a. Justiication (mark Citeria Change Design Improvement U Environmental 

Ao-Found tj Ftate Conat. Const Enror/Omiaaaon [J Deasign Eweor/Ornisalon [ 

13b. Jus:1iicAtion Detaile 

1. Actual locaton of pow*? pale Interferes with road. Locaton originally provided to Designer was mo correct. M oving road Is anscipatad to be 

lae expensive and ciisruplive than relocaling power pole. 

14. Diunrbuion (include name, MSIN, and nio. of copiea) AEILEASE STAM.P 

WNC DIS7~tl8LtflN 

KEH DISTRiBUTION 

Project Filse, RI-20 (1) LP.. Tolbomn R-46 (1) J.R Moton E2-3O (3)- 

.J.R. McGee G-7() DA. Pfau T4.03 (1) P.G. Beaudirt U-30 (1) ~ ;~ A EE S 

Station 0 AZ-47 (1) ST.. 14- Wk Hoiaer E2-50O(1) VW ' 

DA. Rohl S.4-0 (1) P.LRackley S2-55(l) eW n 

E.G.L Emrebeck GIS-47 M3 

S.R. Brggs 05.47 (1) ECOLOGY D STRIB~LMON DOE DSTRlBfLTON Z T E 7 1 

KCD. 

.J.J Dortan B2-16 (1) J. H.ensley T4&-7$7(1) M.S. Cohins AS-i I (1) 

G.C. Evans -7(I 

.J.M. iemn T329 (1) 

Johinson H2.58 (1)SE 27 19I 

J-7900-013-2 (06M2) GEFO0 

933-1354 C-3-46 

A-7900-01 3.1 0 11831


ENGINEERING CHANGE NOTICE 2C 2o 1.g 

(us 

trmp.1 

is. Dein16 o impact 17. Schedule impact (day&) 

Verification ENGINEERING CONSTRUCT)ON lpomn 

Y es Additional so$ Additonaj soIpoeno 

*NO Savinsf $ Savings $J Delay f 

IA. OJsahga impact Review- ilcaa. the related documenla (other VAn th. .ngineeting documents; identled an Side 1) 

VW~ wi be afteclod by th. otiang. descibed In Block 12. Enter bre ofthdted document humbet in block 10. 

E l 

?W M e U I '.. e . 

- W t w . i A P .. s n 

ME W- W ftU 

obemif tiq c jbi o-MW6 UmE 

lW 

UM 

sp Elsw , L , DI cwol 

woytwmea Lo ".% El1 . b h ElOW 

12. Other Affected Documnents: (NOTE: Docurmnt.a listed below wig riot be rovised by Vhia ECN.) Signazuies below 

Inclicale thsat the signing orgaztlzabon haa been notifed of other aftieded documents listed below. 

Documentt Nurnber/ao.islon Documenl Numbeoison Documnt Number Revision 

DO/RL-88-20, Supplement 2 

2D. Approvals 

Signotr Dae signature Dote 

oPA11ONS AND ENIN gVWJO,, 

ARCHITECT-ENGINEER 

Cog Enrgineer ~ ' er ~ tz 9 PE ,5qz-4 

Sshet 

Design 

Seewlfty 

Enviton. 

Eniom. __ _ ttr A(144. /54 1 

Tank Wate Remedidon Sysarn 

Facilltia Operation 

Floatondlon & Premedidon 

Operalions & Support Services 

___ 

DPARMENT OF ENERGY 

Signature of Latar No. 

Other 

___ 

1 1 14cJ u/3 

Z.90".13-2 COW92) aEF 

933-1354 -C-3-47

WHC-S]D-W025-RPT-OO1, Rev. 0 

L . EC 406Y(akOe 3. 

ENGINEERING CHANGE NOTICE ................... 

6 CZA 4~,f ~7 A p1;= ECN 

oiginat0;. Name. Organiato USI 

and~ Wehn No 4.:: Date ~ 0 

Diret Rvloan . Pojo rileNo Wrk rde No C r a0 S 0. giQSye4Vec. No. 7. Impact Lw 

Temorry11 W-25RM LndDipoalFailty200W / 218.W-S 30 

Standby 1 

Supsedure 4L Document Nurnberg Changed bytwo ECN 9. Related SCN No(s). 10. Related PO No. 

Cceoid~i 

flciudes sheet no. and rev.) 

WHC-S-04S 

ISon 

Rev. 2 NA NA 

a. Modifcation Work I l b. Work Package lIeI. Modification Work Complete I Id. Resterad to Original Condi. 

No. (Temp. or Standby ECN ounly) 

1I 

Y]'et (fill aut 8%E NA NA jNA 

No (NA 8lhs. I I b. Cog. Engineer SIgnatr & 0910 Cog. Engineer Signature & Otte 

I2L Doeecio~n, of Chang* 

Charges to Project W-O25 Speftsftng: 

1. Secflon 02275. Part 2-2 13. 1. Table *Reqtirod Goneot Piaoerise: N"Aial Transmilseavty of 0.001 m'Isec (4.9 galu/rlrYt) or higher at 10.000 

psi normal load vs4U be acceptable. Mama per unit area of 22 azlyd' or higher Minimumn Average Act! Va"u will be acceptable. 

2. SecVn 02275. Part 2-2 9. 2. Table 'A quired Geotearle Pro perfos': Ma&Jnll Area of 7.0 axlyd* ot higher will be acceptable lot Type A 

geotastle. Permittivity of 1.2 me"' or higher will be acceptable for Type A geotexile. Permittliy of .0. sew' ot higher will be aceplable lot 

Type a goootile. 

3. Sedanor 02729. Putt 2-4 Sc-hedvula: For 1.5-inch-dianielor submerible pump discharge piping. SOR I11 wig also be, acceptabie. 

134. JuxUsthton (marki Qntena Change [3 Deaign Imptovement [3 Enviometal [ 

Asl-Found Facilitte Coma.et ConaL. FErron~ilon [3 Design Ervor/Omnisalon [ 

13b. .fust cadon otla 

Reduced ceast mpfoved schedule lot' deivery. 

1. Exceeds required performanc, criteria. Soo attached calculation shoost 

2. Exceseds required performnance criteria. Soo attached calculation sheet 

3. Slightly thoiclur -all does not adversely affect performance. 

14. Disuitnbuon (micude, name. MSIN. anud no. of copies) RELEASE STAMP 

WHC DISTR!BLMCN KEN DSTRI5UTION 

Project File* R4-2& ( ) LR, Tofibomn R3-"8 (1) J.R. Marton F-2-30 (3) 

J.P.. MCC** G6-47 (1) O.A. Ptrtt T4.03 (I) P.O. Boaudel E2-30 (1) CFiC LREE Sladolt Ia A347 (1) W.A. Holstein E2.50 (1) F A EE -- S 

D.A. Ftahl 54-01 (1) P.L Ratiloy S2-.S (1) B Y VYH C 

E.O. Erpenbeck G6-47 (3) \2i 

_ _ _ 

SR Briggs G&-47 (1) ECOLOGY DISTRIBION DOE DSRBUTION DATE f 

MIC. Evans H-4-57 (1)L 

J.M. Nielsen T3-29 (1) 

A-7900-013-2 (CS,92) CGEF9S 

J..Doin1.Hese M.S. Collins A,55-18 (1) O CT 15 19 93 

933-1354 C-348 A-7900 013- (1 Iial


EN IE RN CHANGE NOTICE 1. ECN (Usa no. from pg. 1) 

~UI.51~LFIi~I Page 2 of 4 W-02S-013 

IS. Ca Imact17. elin 1. 

Voeificallon ENGINEERING CONSTRUCTION 

Required 

Schedule Impact (days) 

~Yom Addfflonal s o Adclitons.1 $improvent so 

0 

3No Savings ( $ Savings SJ Delay. 

ISa. Change Impact Review* tndcale the related documents (other theni the anaineering documents Identiied on Side 1) 

that wil be affected by the change describead In Block 12. Enter thre allected documert number In Block 19. 

f Ow " . d 0 - k" es .. 0 w ~- 

gae aR w O ".. w e S e t o eu a P , . i ' ~ 

0~. A.... hfterm- P..aw ii oe.ww l 

Iese- S.. Jma-- .. d,[3ASMI Cda. I.- 

Cewi. So--. [3 V,'.-* fegad. [on C~.. 

r.., wi-i. [ 

PFSA.R 

lob cwt J.q6 

ft3 N...c-1a .... 4. 

AAtea Wat 0P-1 [1 *g1 ' NAI, i.Pe-AL 

'-~~--~ ~-' II b.eE. [3A.WP ar.tA.Ld. 

19. other Affected D)ocumrents: (NOTE: Documnents $*led below .wl not be revised by this ECK.) Signatures below 

Indicute that ltre signing orgeniza on has been nodtied of other affected documnents sated below, 

Document Number/Re.Auwin Document Number/Revision Document Number Resion 

WVHC-SD-W-02S-PLN-0O1 AVV. 3 

DOE/RL-88-20, Supplement 2 

20. Approvass 

Signature, Data Signature Date 

OPERATIONS A:, W ACHITC.ENGINEER 

Co ni ;O 4--PE __ 

Co.M7 r. "r M.A 

Sale 

Securty _____ Envireon. 

Enviro^. ____ Other 'a'/'L ,1 z.A,4 -,).- 

Pmeects'Programs 

Tank Wuat. Remediatfor System ____ 

Design 

FL=;6e. Operations _ ___ DEPARTMENT OF ENERGY 

Reulorallor & Roeclalon 

Opeusliorr 

& Support Services 

Signhture or Letter No. 

Other 

A-7OO.IV3 (M5/22) CEF006 

933-1354 C-3-49

WHC-SD-W025-RnT-001, Rev. 0 

Golder 

suej~cT r .~f. 2G. 

.JobNo. 1~3J-1YO Mad 1lDole Fir 

Associates Flef. Chocked:het o 

-~- t. 

*St#L.' _ 

.. 

t )e All-. -r, -d 

0 w .# yI1 

14F 

IL =-1 

1AKi 

moxtL --. 

s~... I-_ 

933135 C-3 50 .. ...

WHC-SD-W025-RPT-001,l Rev. 0 

Golder sutuEcr :5, , 1 qJf. 2q 

Je~~No. q3-3o Mdby Dal# 

Associates Job . q3 -131, 

*M "* I' 

Shee 

Dz~ 

~ 

mp;. 

,VvL.4/ 

q4 ro - I , 

AllcXr. 

'77, 

Ale 

'- 

- -- 

I i..O..OC Vjic. ~ i.1 

.0. 

933-1354 C35

f JD U Z) t)U 


-*.*ENGINBEHING CHANGE NOTICE 4 j....................... 

21. E o Caory Wmrk a-) .OtW Psoa. Organiz~ation Wo. &AdmTlehoe No.. 

F.S. Shud Golmer 

(205 883-07 

toOrgia 4.aw~ Ci, 

or0CR Standb 

Chnp NA j~a 3.b Pr)0 N jrOde o. int. 0nla~ & J~sam o. 7~~.t I~mp LW 

O 

Spes edue 11 

lCe. Jusfona (mark Cntmn CWng. no. andrve~n rev.)mnt ig 

I A. oddl e Work at Ionb. Pakg 11C odbcaia Wogrkmi~ion Oi. sare r to O iinal CoU- 

~~aducSo for coo.; 

orp~. 3tenule 

only)y 

12.~l~ 

DolSvitio o Chang 

.L.on~an 

BZmark i 

C4=00 .1.d e Sa.15 (Impoemn S ES.noira onm1)A.errO 

o3-n5*)3-2ju8


ENGINEERING CHANGE NOTICE p.2,, c'W-0250;4 

veiiio NGINEER)NG CONSTRUCTION 

Y11 Add~cna] so$ Add.10MIJ so Im1 omn 

NoSaiga ,a- 

sl ~ U$ xs o 

lB. Change 1mps=A. I*W Ievnwgicatv the ;~ed document& (otnher than Lhe angineft dacwme nixs dni~ed am SWds 1) 

that AI be acid by the change described In Block 12. Enftr the afew~d documaml nurmber in Block I R. 

ovmswf on -] C hfli .. 4ws~ 

6 w on b q. 

WU4 C~ ff6Inw ofmed e 

sfl I4 M w o UM..4M 

CO-rwy.~ h&gshan CO80 Cm. Pe* f Tor.~ e."WM-rZI. u -eI 

D-4.J .p K..ie fl rWI"60 Pt.fw tpvwwa wiez 

6.ee~ Sa.. U Mbiftonv bPok AW C&O 

vWWW No Ow otirog Pvw 1 ,~e Ckswit d* 

aM W~te fl Oakejnd woopt Se91b7Sm [ ICUS Aftn 

%-4W IWAi- Ln CO Pm....n flewv IWt 

P~fisfi Work flblEd bwed Uewtii 116s"di.~A - e A .jAavn 

f 

~ ~t[J...', ~nUJOG P.Aa P~ Aoi o 

.. We~ P...A f s~~A4~Aq. 

12. OtrAteCled Documotao: (NOTL Documnens 1140d below il~ nt be ruA.Sed by tmis ECN.) Signslte.~ below 

lnrdiassl tat the signing *rg~nn~zdon haz been newtod of other affected docurments Retd below. 

boavii16nt NLAMbar/Rvivti Dvcurnent Numnbr)xion Docafll Numbor Rew~on 

WHO-S-W-02-FLN-0i Rev. 3 

DOE)AL-BB-20, Supplement 2 

20. Approrvals 

S~nhawDae. Sicnaa DMi 

MUM=TON AN9 GNE IN .. ARcHIrT&NGINEER 

Cog Eninee , PE 101 

-1 

CA 

*ODesign- 

saly 

A60torslaft &AsaS~;loe um or at ar No. 

Opsiosona L Suapport ata 

Dther 

A..7si0o"13o- Pam$) MU:096 

933-1354 C-3-53

WHiC-SD-W025-RPT-001, Rev. 0 

IvEMORAINDtIM 

TO: Project File Otbr1,19 

FR: Frank Shun, GAl Redmond "5 

RE: W-025 GEOTEXTILE CONFORMANCE. TESTING RESULTS, job No. 935-1.360 

Conformance test results on several gecotextile samples indicated property values that are slight.y 

lower than the project specifications for the mnaterial. Specifically, 

-Gectextile 

Type B: specified thickness: 185 mnils, measured thickness; 175 and 176 mils 

G eotextile Type B: specified trapezoidal tear strength: 150 ib, measured trapLezoidal tear 

strength: 146 and 147 lb 

-Geotextile 

Type B: specified penrmittivity: 0.45 sec", measured pernmittvity: 0.44 sec'I 

The impact of slightly low property values an geotextfle performance was evaluated. With 

respect to Type B geotextile, thickness is not a primrnay consideration if the other material 

properties are with-in specification. Some compression of the geotextile may occur as it is 

wrapped into a roll. Thickness may affect the ability of a Sectextile to provide cushioning, but 

for the W-025 Landfill, this is no longer a significant design concern. Originally, one of the 

purposes of the Type B geotextile was to cushion the primary geomernbrane from the 

* underlying secondary drainage gravel. H-owever, the liner systern has been redesigned so that 

aprimary adix layer is now present between the geomembrane an~d the gravel. Therefore, 

cushioning the geoznerbrane is no longer required. 

With respect to slightly low trapezoidal tear strength, the W-023 Design Report (WI-C-SD-W025- 

FDR-O01), Calculation C.25 "Geotextile Selection" was reviewed to evaluate required design 

strengths.. Thp require~i strength parneters (Including~factors pf safety) and those measured 

on the Type 5 geotextile are as follows: 

- ur3t Strength: Required: 51 psi 

Available: 850 to 918 psi 

- Grab Strength: Required: 216 lb 

*Available:-- 

507 to 745 lbs 

- Puncture Strength: Required. Z lb 

Availablg: 288 to 912 lb 

Trapezoidal tear strength is not a 5peciflcally required parameter that models a physically 

realistic failure mode, hence there is no required design value. The above conformance test 

results indicate that the available strength of the Type B geotextile far exceeds the design 

requirements. Therefore, the slightly low trapezoidal tear strength is not a concern. 

933-1354 C-3-54

WHC-SD-WO25-RPT.OO1, Rev. 0 

With respect to the slightly low permittivity value for the Type B geotextile, the measured value 

is still more than twice the value required for design purposes. The supporting calculations are 

presented in ECN W-025-13. 

1n summary, the conformance test results discussed above probably reflect normal variability 

in geotextile materials and will not adversely affec the performance of these materials as part 

of the WV-025 liner system. This conclusion applies only to the te-st data evaluated in this mnemo 

and should rnot be applied to other conformnance test results. 

geotextw5l 

933-1354 C-3-55

I JJ~ U~L 


2. EN .~ + gr . e oa E riid..an. : Z: go:: IC ad Tlehone No. 2 r. Date 5.01 

Supplemental I F.S. Shud, Golder Associates Inc. (206) 883'.0777 10-25-93 

Chtang* EC I Project rhes/No./#ol Order No. S.Wlg./Sys.)Fac- No. 7. ImpactLel 

Temnperary 11 W-02S RMW Land Disposal Facility 200W / 218-W-5 30 

Standby 13 

Superseduts a. Document Numbers Changed by tis ECN 9. ARCItd EON No(s)4 10. Related PO No. 

CAalmVVo'd 

(v (tcludes shoot rwo and tvv.L 

WHC-S-045 Rev. 2NA 

jNA 

11is. Morkon Workc I1b. Work Package I I. Modifiuaon Work Complete I Id. Resorod to OriginaJ Can&. 

No. 

tion (Teamp. or Starioby ZON only) 

fYea (a wi3fk NA NA NA 

No (NA ara. I Ib. Cz;. 5E,;neqr Signr.url & Dets C.-;. Srs;ineer Vgnstaurs & Oate 

12. Dewtipto~i of hwa 

Changes to Proj.ect W-02S Sp.oficaons: 

1. Sec:on C=4, Pan 3-S. A.: The finx lt of admis mazerie may b. placed Ln a 124rch loa it -"1ikneai The rn-dnmum iost 

aubsequent ft remains am 10 incas 

Qa. Jusafcatio (mark eCnlena Change [J Oe~g Improvement Etrwitonmental 

one) 

As-Found [] Facilitate Cont i Conat. Error/Onfisison D esign Error/Omlsslon [ 

13b. Jusafcalom Deta~ie 

1. Increased 12hckneaa nesuwy I provenrt mibdng of subgrade Into tint lft o admix by cotartoes compactor. Suich mixng can decrase 

permee.wi-ty Io unacoepiabi ivalL 

14. Di~bwzor. (inclucm ne. bSIN. and no. of copis) RE1FEASE STAMP 

wN4C DISTIBLMlON 

)-=H DTMIS~flON 

Project F1ea RI-28 (1) LP,. Tofiom PJ-46 (1) .A Morton E.2-30 (3) 

JAk McGee G6-47 (1) DkA Pran T4-03 k') RMO Beaudet E.2-301(3 

SIckon 10 A3-7 (1) g5"ii a . 40- WA Kolbin 2 F CALRLAE 

D-kA* Ra 4.01 (1) PLRci 

E Q. Erpenbeck 357 (3 P1 

S.FL Brggs 05-47 (1) ECOLOGY DISTArBUTION DOE DISTIBLMON 

KOD. Johnson K2-55 (1) I E 

.14 Dlin 2.6 1) .1 bnaey(1) M.S. CoIIa AS-18 1) 

G.C. EvUa "57S (1) c 

J.M. goesen T3-29 (1) / 

i 

A-7900413.0132 

(%12)/SEV 

933-1354 C-3-56-

VWHC-SD-W025-RPT-O01, Rev. 0 

ENGINEERING CHANGE NOTICE Pag 2%- 2o 

tof 

rmp. 

Is w&il e y 16.ha~ h " ai~ inc 12.di 

17.d 

'Vlico ENGNEEIN N STUU=f El 

CP.[JeJ0f P0 [ .odP~.w 

Impaer (days)d~mntnmbrinBo~ 

Ia. 

No.i 

Sofmu. wing NS. Saig S Dea 

chang Ima Review' inict the,. 

dotwt 

wVwaglopdcmns dn~d ie1 kokaw 

Ew 

'c' t in Clb.4.u P-.. [3Ejs ... 

C01' *A bM o [3 O..'.,.., .. [ CS k..,L 

FLA.5AR [380 Mt P, AVA C.M h ~ [ 

OU 

19. Otk,.r M~ctad rocumernt (NOTE: Documents imod below will not be revimd by tkin EON.) Signatures below 

indczze tha the signhng organization haa been neofed ol othef aIectsd documrnwa lged below. 

Doacmit Number/Rev~aon Documnent Numbor/PRevison Docurnent Number Revision 

WH-C-SD-W-02S-PLN-.OO1 Rev. 3 

DOE/RL..88-20, Supplement 2 

20. Approvals 

Signature Dae Sgatr Dina 

oPERA~flONs AND ENGINEEPJNG 

aop Engineer 

OA*.. we 

[3L- L..t ;[3-W [R3P- 

4 

1,~u- 

ARCH[IrEOT-ENGINEER 

PE -~~S pCv ~ -&-9 

Iaet ____ sa"n 

securbty ___ n4~i ) 1 l, 

Env~ron. ______ Other (I4 ( 

Pro*ect.'rogmms 

Tank WLI Fernecdtsin Syaam 

Fadities Opengfions 

Rlealoration & Raeeiatiort 

Operations & Sujppof SoMms 

IRM 

DEPARThtENT OF EERGY 

Signature or Loftr No. 

ADDOMNAL 

933-1354 C-3-57


L 

1. EC141 4.48 -7 

ENGINEERING CH-ANGE NOTIE ... ............ 

PaeIo 8 Proi. W-025-016 

ECN 

Category (mark one) 3. wC~nzto.MSN n oah o :sgnde 

.Dt 

.LEON 

8lnby1 . Document Numbers Changed by thi ECN 9. R.eated EC Os. 10. Related P o 

Carlo~id 11 (nclude shieet no. and rev.) 

IWHC-S-04S Rev. 2 ____ NA NA 

11Ia. Modificaton Wort I Ib. Work Package Ilb. Modfto.on Work Compilee I Id. R~esateid to Origlnai Coni- 

No. 

Son CTemnp. or Standby EON only) 

UveS (61 utfk NA NA INA 

11Ib)j 

No INA Wksa. I Ib, Cog. Engineer Signature & Date Cog. Engineer Signature & Data 


Changes to Project W-MZ 

Specfficaslons: 

1. Section 02275, Part 2-1. B.±: Change sperik gr"v reuireent~l to rsad> 0i3W. 

2. Slacton 02275, Part 2-2. B.4.: Add to end of paragraph: 

Otter combinations of "aret rength parameters w~hich can be shownt by standard anslyticlJ bechniques to provide static and dynamic 

factors of safety against slops, flure that are equivalent or greater than tose of the specfied matenaJ may be socptiz; 'dfa4proyod 

by Te COTFL- 

13L. JU~tfiCstien (rwk Criera Change [] Design Improvement [] Envionmeita3 [ 

one) 

As-Fouznd Faciftste Const. 3 Const Enror/Omlaion ~ ] Design Effor/Omnission [ 

13b. Juiication Doteis 

1. See affached p.1110. 

2. See a.Uaehed memo. 

14, Dtibution (inctude nanwe. MSIN, and no. of copies) RELEASE STAMP 

WHC DISTRI800biO 

KER D!S7PIBUTION 

r.- S1( 

Project Fies A+-" (1) LkA Tolibom R3-" (1) J.R. Morton F-2-30 (3). 

J*. McOl.. GS-47 (1) DA. Pratt T4-03 (1) IP.G. BeeCed E2-30 (1) OFCALR L E 

St"On 10 A3-47 (1) R.J. Girci, T4-OS (1) Wk Hosan E2.50 (1) 02 

DA Rohl S4-1 (1) P.1. Rackhey S2SS550) Wr, 

EaG Erpenbe-k 08-47 (3)ByW 

rnN 

1.S. Coins AS- Ia (1) / 

S.L Briggs G6-47(1) ECOLOGY D?TIBULiON DOATE w I 

.0. Johnson 1258 (1) A 9 

J..J. Dorian B2.16 (1) J1. Honaiey M~-~ 

1A9 

A740-03-2 (O8,g2) GEF095 

933-1354 C-3-58


ENGINEERING CHANGE NOTICE Pt fBa 

15, Desin 16. Cok impact 17. Schedule Impact (days) 

VroIuon ENGINEERING CONSTRUC71ON 

Requteod 

SDrnprovement 0 

IJYet Additionl so$ Additionl so 

*No savng SavElgs Delay 

18. Ctsange Impact R& Aaw: Ind"Ica the relad documnbf (ath.! Ouan the engineerig documents Idenified on Side 1) 

OWa wMD be afteewd by the chanpe described in Block 12Z Enter Owe affected docurnenI number in Block 19. 

MED El~llho ..o .. El-T- 

*=o Cia.... Elof. R~ N-M F4 VodEl 

Cm~msv e.twua.. E Cdbiae. 'o-El So- 1A~uA UmEl 

EliEl 

t-hi n, C.' 

soElM M 11V A N P,iD. 

1A.1104 Qi.d El 

E 

C3 WAf~ o$ 01A-W. (3OM P. 

El--1tOR 

El~d 

feoW&~w po ElP- P.- Lo 3 

tiaa-.fo m..M swa.mo-v [Foge. Noc. Sosi. Sd~.dst Q-0 0. , A~ M 

is, Other Moed Docunwrfts: (NOTE: Docurneuflaud below will nt be svylsd by tls E=N.) Sjgnatures below 

Anucale twa the signting organization has beon nodfied of other aieclod docusruna good below. 

Document Number/Re~vision Docvfment Numnber/Revision, Docurn Number Rovis~on 

WHC-SD-W-025-PLN-001 Riv. 3 

DOE)FIL-8-20, Supplement 2 

20. Approval 

Sgnatuw. Dae. Signaturf Daw. 

OPERATIONS AND GIN E NG j ARCHJTECT-ENGINEER 

Cog Engineer ; PEq'A 

Cog.M.Q 

Securit 

Environ. 

Tank Wafte Pemediaton Sysstem 

Faviefog operudotta 


Restoration & Renwedaton _ ___ Signatune or Lonler No. 

operations & suppofl Servims 

IRM 

___ 

DIOA 

DtherJwA 

_ 

A-79S-013.3 PO6J2) GEFO9B 

93341354 C-3-59

xl b/. 064 

WHC-SD-WO2S.RP T-0O1, Rev. 0 

MEMORANDUM 

TO: W-025 Landll Project File, 933-1360 Novembej22. 1993 

FR: 

RE: 

Frank S. Shuni1:7; 

CHANGES TO GEON{EMB{RANE SPECIFICATIONS 

1. Castallin t. Specification Section 02275, Part 2-1, B.4. requires a crystallinity of 50 to 60 

percent, or as approved by the COTR. Crystallinity of the geomernbrane proposed by 

the Contractor appears to be in the range of 40 to 50 percent. It is recommended that 

the COTR approve this material with respect to crystallinity for the following reasons: 

(a) 

(b) 

(c) 

Per the attached letter from SLT North America, Inc., lower crystallinity provides 

an increase in elongation, resistance to stress cracking, and chen,.ical resistance. 

Such changes will enhance the long-term performance of the liner and are 

therefore desirable. 

Because there are only minimal tensile loads on the liner, the slight decrease in 

tensile strength noted in the SLT letter is not a concern for this project. 

Measurement of crystallinity appears to be a relatively inexact process. 

(d) 

Crystallinity is not a primary design parameter; it is included for "fingerprinting" 

purposes. As long as other physical properties conform to specifications, 

g-eornembrane performance is expected to be satisfactory. 

2. Interface Shear Strenezth. Specification Section 02275, Part 2,2, BA4 requires a friction 

angle between the geocomposite and textured geornembrane of at least 27.5' under a 

normal load of 400 psf and a displacement of at least 2 inches. Test results indicate a 

friction angle of 18* with an apparent cohesion of 0.6 psi (86 psf). Slope stability 

analyses using the specified strength parameters (friction angle.= 27.5*, cohesion = 0) 

show a static factor of safety of 1.6 and a dynamic factor of safety of 1.1 (see attached 

sheet). The same stability analysis using the actual strength parameters (friction angle 

= 18 cohesion = 86 psf) shows a static factor of safety of 1.8 and a dynamic factor of 

safetyv of 1.3. For design purposes, factors of safety of 1.5 and 1.1 have been considered 

acceptable for static and dynamic loading conditions, respectively. 

The factors of sa-fety exhibited by the actual liner materials are well above both the 

minimum acceptable values and the values provided by a material with the specified 

strength parameters. Therefore, the Specifications should be expanded to allow any 

combination of parameters which can be shown by standard analysis to provide 

adequate factors of safety under expected loading conditions. 

3. Resin Denjity. Specification Section 02275, Part 2-1, Ba2 requires a resin specific gravity 

greater than 0.935. Actual measurements range from 0.932 to 0.934. However, the 

finished geornbrane density ranges from 0.942 to 0.945, which is greater than the 

midnimum required value of 0.94. Because the finished geomnemnbrane density is greater 

933-1354 C-3-60


than required and because other physical proper-ties satisfy the -specification 

requirements, the slightly low resin density is not considered significant with respect to 

geomembrane performance. The Specifications should be revised to ajlow lower values 

for resin density. - 

ecn16mmo.w51 

933-1354 C-3-61

WHC-SD-W025-RP'T-001, Rev. 0 

INFINITE SLOPE STABIUTY Made by, % 

Date: 10-Mar-92 Checked by - 

Reviewed by, 

Reference: Stability Analysis of Earth Slopes, Huang, Y.H., 1983 

Infinite slope equaton: FS = ((c/Gd)sec a + ((l-ru)cos a - Cs sina)tan P)I(sin a + Cscos a) 

Where: c -effective cohesion 

G -unit weight of sliding mass 

d =vertical thickness of sliding mass 

a = slope angle 

Cs - horizontal acceleration 

P =effective friction angle 

ru -pore pressure factor 

Gw 

120 pct 

d ~ 311 

a =18.43 

degrees 

Cs- 

0.12 g 

C-M 

0 psf 

P = 

27.5 degrees 

ru= 0 

Static Analysis: FS = 1 .56 - 

Dynamic Analysis: 1.10 

933-1354 C-3-62


INFINITE SLOPE STABIL17Y Made by. R 

Date: 17-Nov-93 Checked by:- 

Reviewed by: 

Reference: Stability Analysis of Earth Slopes, Huang, Y.H., 1983 

Infinite slope equation: FS =((c/Gd)sec a +((l-ru)cos a -Csosina)tan P)/(sin a .. Cscos a) 

Where: 

c =effective cohesion 

G -unit weight of sliding mass 

d vertical thickness of sliding mass 

a =slope angle 

Cs = horizontal acceleration 

P =effective friction angle 

ru =pore pressure factor 

(Volume of mass submerged '62.4 pcf) I 

(Total volume of mass unit weight of soil in po) 

G= 120 pcf 

d~ 

a 

3 ft 

18.43 degrees 

Cs- 

0.12 g 

C = 86 Psf 

P M 18 degrees 

ru= 0 

Static Analysis: FS = 17-7 

Dynamic Analysis: FS = 1.27 

933-1354 C-3-63


ENGINEERING CHANGE NOTICE ..... 

Pogo 1 019 

Proj. W-025-017 

L. EcN Cafoory (malc n. 3. 06ginames Name. Orgarizad.e. kSIN. and Telophona NO. 4. ow 

Suppiomrsal F.S. Shud, Golder Assoojates Inc. (206) 883-0777 1-20-94 

__egP~oo S. pft"Ma TrfMw~4Woi Order No. L. 3dgjiya~iFso No. 7. Impact Lavel 

T-Vhmpoy II W-025 PJMJ Lanid Disposal Facility 200W / 218a-W-5 30 

stamfby 6. Damcwit Numib.e Changed by ths ECN 2. R.Wod ECN No(s). M0 Pakad PO No. 

Carc*Waid a Onckide s. no. Mid rov.) 

WHC..S-04S Rev.?2 W-025-1 a NA 

I. M~dieio Work I Ib. We&t Pua"g tI I. Madfae We*t Comil. I Id. A"Wod to 0u60W Can&- 

Nip. Iton (romp. or. Shandb ECN onty) 

yes. (fio out aft NA NA NA 

tib) 

mnw~ 

No it MW lb. og. ngww 99nawe DanC.og. 2nginser Signmure 040 

ie,- lid) 

12. Dom~pdaft o Change 

_______ 

Change v Pmjea W.O Spcftmkxm 

i. Sok o=S Port 3-1. MS. Under VMWosr Coed~ona Wo Soaelng'. choinge Paragrph ~inediy em fouem buset to mad: 

TI ~ lh nthr uihe t W us methods MN~ may slow seaning at Ambient Umperause Wohw 400F or abows 104F the lnota~er Shad 

corft ut weldg bathUe quoAVl of the mM welded 4av m Whpam e a. isequakt of umm kid almpencu" 

betmm 4 0 *19 and 1040F. Ate o A Eroonee'a dmorodon. toe Intlon ,ia prev~de somple couponsa ut from sch end of the seam. 

Thew couponas he& be vosd in the fid by toe CO E~e Other skn normsdly roquird by themseoldn or toe =A 

Plan as alao be pula.. . 

2. Socon 02M Part 2-4: Change wed luckne cp lashas cokcofi wad to =AC 13.5 or Mr. 

(c~ldnuied an Sho 3) 

13&. 4udcaon (maft Casora change Design Imrove~wment EMwAMenci ons) 

A*4;ounda Facif Coni. C43 Co . tC.gofmnn a Design EmOrnisuton a 

13&. .juddlsson CuAMI 

I. ExtabahO. vafion ta 

2. lip~eu aWIMSlaifty Of PiPa. Sbrheisiim ada~is (e aftd). 

(Cau~pnod on Shoo 3) 

14. Diinbukan fj name. MtSiN w4 not m caoues 

W$< O1STRIBUION KE14 DSTIBUTI~ON 

Pojec sle ftI-2 (1) LR. Todboiw A3-0. (1) JA Monan E2.3O (3) 

JA M~o GI-47 (1) D.A Proli T4-0 (1) PA0 Bau E2-.W (1) 

REUASE SrAMP 

D.A AoaMO1()P.P~~ S 2 .5(lt~ ..-- - 

E.G. Ej"puibk (3-47 (3) 

SIX u*gga GO-47 (1) ECOLOGY DISMTSLBUON DE09MTO 

K.A Johinson R2-ss (1) 

..-i Doan a2-16 (1) .J. Memorf St.-15* (1) U.S. Coins A-l (1) 

at0 Eveas 6(1 

A-7900-13-2 (069nI GF 

933-1354 C-3-64 

A-7900-O 13-1 (I11S

WHC-SD-WO25-RPT-O1, Rev. 0 

F- ENGINEERING CHANGE NOTICE pag 2 & 9. WCN -025-017ur p~ 

15. Cm "qn Imad s. 

7. Schadelh impc (onyo) 

YesAd~droWso Adlioalso Impoweffo 0 

I&. Chng, imp= Piw, Indicif he miomd doo~NLef (cotb ien lie ogflfl dacumn iden.-e n Skiie 1) 

theg wd be &N.c'd by the ceing. do~be in Bieck 12. Emr VIe I01 docuomt number in Block 19. 

WOM, 2---MW Afe Tm~ Cowoom 

VUNol 0-0 04~ ewpv 

0 w -*N U c l P- D.. q U ~ w m L e( 

C"W 6.4 Aw - h. Am~ 0 ~ ( 

".- OW. sum DO lW" Gov= s m - 'm0 

-ov pmk Elow cbm so 0 

~m' El0 ~ Um 

PSPMA MONO al oh Nomw iwa 

(3e wwwn*' "'. ElS Pa w 4s 

I 

IS. Oier A1femd tDniwno (NOTE: Docianwitw WOO b1lo -k not be ,wio4 by V"l EO.1 53griabas l 

lig V. agving orandos hoi. len ofSd adw Wh d OoawnenW imd bl 

Doctivim N.umbrjRan Dowaofnl Nunmbw1A/Rkm Docijwit Number Re%4~on 

WHC-SD-W-0Z-LN-001 Rev. 3 

DOE.JRL-88-20. Supplement 2 

20. Apprevale 

Siganw D*sic Dif 

OPERATONS 010 94O101NR A 4D4G; 

C-9E~ne PE $/-Z/- 9~ 

C-g Mo.- 1&1A -_4 

Tank Wam Remedvaot $yew" 

F1edm Ope ,i 

Amawsrdon & Aweduon 

opeqdom & SUPPolt selew 

IRM 


Signswim or Low No. 

AD=rON 

933-1354 C-3-65

o C~ *J~ 

WHC-SD-WO25-RPTOO1, Rev. 0 

ENGINEERING CHANGE NOTICE CONTINUATION SHEET 

Pago 3of 9 

1. SCN (use na. frorn~.1 

W-025-017 

Candnuod from Section 12. page 1: 

3. 5.cdort 02M~ Pan 2-5: OCag. fw~ of Peut 2-4 to 'Coupings and End Cape'. Add paragreolt. 

*O. Provi. mealded pe%'fuftrw end csae for ends a# all **.jroA aces pipes. Ca"e "a prevnt .uiu of wil of debnia into 

to. clean" pipe and WWi be tentovebia. Conriposidon of p. yedWoee ahaB be compelbh. wth cleaPOSA pup. per 

manidcmesria recommendone and "he wousand a.Jtdoor Gondilln. 

4. Secdon 151C&~ Rp an in wig" wift w~wd wim Mdajor dtang" hxkj.a (1) addhion of spefficaone for hown bib, M2 addison of 

aefiaoefor ball v*Xee. and (3) addlion cd valvess WAl through WSB to valwe schedule. 

S. Sacdon 15104 Pat 1-1: Roves peregmph to to"d 

"Asr-oleing eM Ins"Mn throw n aUel0opnsid bufeOdr veee (W,7 %41, and WU2) inckadng ep-y o*ng. awuwwsene 

oprsm and acesories. for us as toe rendu pump imoldon and W&"l molioukdn eaoes. AM vaKwVs shall be the sarnel 

from the arns wmdacowwm 

L. Sedson 151M0 Pat 1-1: Rarv4rn pamrgrph to reed 

Trumnihng aWd WLngA1111 tWO UtOOn MWRM for mrOniting te &=mufd locw disclfwgd to twi loacha temporary iA=Ue 

tnk Ont eto wwwj ahaB be bclee an the com bined ieu ischargo Ins. the ather (2') aha be an eve scndary pumnp 

dlecaye EIe. as shoon an toe Drxwiengi a8i wow ahaB be of the. nn designi ndfrom te san maudirr, 

7. Sedanor I3350. Pat 2: Add Peat 2-11: 

1211i 

u1Mrr swrremf 

umit h 

MOwur I£ U attln toe 9qid Wv Indcadrig gage, forthVe *Wech wrimaayrag tnic Mountt so tW Emit rn si ahaB be 

Vipped -w en i quid leveal achos tie h4h lwMa point (alevelo as *smcud by COTM) The, Emi sesdmh 9AI be woadernoof 

reed NEMAA 4X wet on to ew for Wampe congns at 120 veo Ar. Owaso WWa be SPC1. us at nonvubf~ open (closed we 

*ie Sprid loval meachos twi hih lwrveL peru). Rzod fot W mi~en oehing operadona miritnium Sw4ta sall be Omeron Me. 04". 

CM sidl rtoa piungor or urtalat A '*) or approe equaL 

Corunued from Seka 131b. page 1: 

2. Pmft ckwwAo Pipe anad tacBif aoarwi. 

4. Addhiona vaMW~ Moe required to sipernwrt operdirAga requem wkding lood"a srculadon syem and veeM iio w 

wbd owbry sumnps. 

borwear primary 

S. Addilonai budorfly vakqm are requmrd to wnplotnwi imam rofsdon *VowL 

IL Ams, discharge from each oanp to be meemu'red kend"t-y 

7. Piavide redundancy 'wdi high www flosi swew 

A-7=-01334 (08"r9) 

G8f096 

933-1354 C-3-66


Golder SUBJECT Le~rJ~. CtA i- RiL 0 

Job No. 41 -u Aloe PY Dale 

Associates Rotef.ee Sheet of 

Aevsewe 

Oof or IL~L 

~- a.&~fl~... C~2 V4~~- 4 ..- 7 

7[i1i77 

-~1 - v.r 

9-35 'C-3-67 ~~L4.Ar~j

WHC-SD-W025-RPT-O01, Rev. 

io Factor- . 

Bodding Constant 0.1 

HOPE Modulus - 30.000 p.si 

Soil Modulus - 700 psi 

Earth Pressre -3,625 lI= 

sOR- 13.5 

00- 30 Inyches 

Deflection -0.8$ Inches 3.0% 

933-1354 C-3-68


w 

Lag Factor- 1.5 

Bedding Constant - 0.1 

HDPE Modulus - 30.000 PSI 

Soil Modulus w700 

psi 

Earth Pressure - 3,625 tb/fl 

SDR- 15-5 

OD0- 

30 inches 

Deflection - 0.94 inches 3.1 % 

933-1354 C-3-69

y~U 


WHS-45 Rev.-2 

SECTION 15100 

VALVES 

PART 1: 

GENERAL 

1-1 SECTION INCLUDES 

All valves used for control of water and air-, manual, electric, hydraulic, and pneumatic 

operators; epoxy coating; control units; and appurtenant work. Butterfly valves are covered 

separately under Section 15104. 

1-2 RELATED SECTIONS 

A. Section 15104 - Butterfly Valves 

1-3 SLJBIMALS 

A. Submit detailed manufacturer's information on all valves proposed for use. 

B. Submit in accordance with Section 0130. 

PART 2. PRODUCTS 

2-1 VACUJUM RELEASE VALVES 

Provide vacuum release valves on discharge line of submersible pumps and the transfer 

pump discharge line at locations shown on the Drawings. Connect to HOPE piping using 

service saddles. Connect to stainless steel pipe by direct tapping or other method approved 

by the COTR Valves shall be constructed of corrosion resistant wetted parts. 

2-2 SOLENOID DRAN VALVE AND PIPING 

Furnish and install an electric solenoid-operated valve for back-draining of leachate to 

prevent freezing. Enclosure shall be NEMA- Wetted parts shall be stainless or 

thermoplastic. Orifice size 3/8" minimum, 115 VAC coil; use ASCO solenoid valve or 

approved equal Tap HDPE pipe using type lotS saddle, available from Industrial Plastics, 

Inr., Washougal, WA or approved equal. All connecting piping shall be HDPE or type 316 

stainIlss steel; all fittings shall be type 316 stainless steel. Drain piping shall be insulated but 

not heat traced. 

WH-C NON-DRAG-OFF 15100-1 

933-1360 January 20, 1994 

933-1354 C-3-70

WHC-SD-W025-RPT-O0l, Rev. 0 6C .;=2 

2-3 SAMPLE COCKS 

Furnish and install Y4" NPT sample cocks, fabricated of type 316 stainless steel, on tank 

discharge piping at the location(s) shown on the Drawings. Sample cocks shall be heat 

traced. 

2-4 HOSE BIB 

Furnish and install hose bib and 0.5' hose connection, fabricated of type 316 stainless steel, 

on tank discharge piping at the location shown on the drawings. Hose bib shall be heat 

traced. 

2-5 CHECK VALVES 

Furnish and initalI five check valves, one on each of the leachate sump pump discharge 

pipes and two on the leachate tank recirculation syvsternas shown on the Drawings. 

Wetted parts shall be type 316 stainless steel, rubber, thermoplastic, or other approved 

corrosion-resistant materiaL 

2-6 DRAIN DOWN VALVES AND PIPING 

Provide stainless steel or thermoplastic spring-actuated valve which will close against pump 

pressure, and open against gravity pressure allowing the piping to drain back into the 

sumnp. Connecting pipe and fittings shall be stainless steel. Valve pipe size shall be Y4" 

niinlimurrL 

F 

2-7 BALL VALVES 

Furnish and install two ball valves, one 1-5" on the primary side slope discharge line (valve 

W66) and one 3" on the leachate line to the temporary storage tank (valve W65), as shown 

on the Drawings. Valves shall be manually operated. Wetted parts shall be type 316 

stainless steel or other approved corrosion resistant mnaterial Valves shall be simnilar in 

quality to Watts Regulator Industrial Products Division series S-8XXX, Velan EE-1000, or 

approved equal. 

2-8 VALVE SCHEDULE 

Valve No. 

W51 

W52 

W53 

W54 

W55 

LMrjto 

1W" primary check valve 

1%" secondary check valve 

3" primary check valve 

solenoid drain down valve 

spring release, drain down valve, Y/4" min. 

WHC NON-DRAG-OFF 15100-2 

933-136D January 20, 1994 

933-1354 C-3-71

'j 1JJ33,31, U/ 


WI-C-5-W4 Rev. 2 

W56 

W57 

W58 

W60 

W61 

W62 

W63 

W64 

W65 

W66 

W59 

spring release, drain down valve, Y/4' min. 

Transfer pump isolation valve, 4" manually operated BF 

valve, lever actuator (see Section 15104) 

Vacuum release valve, primary leachate discharge line 

Vacuum release valve, secondary leachate discharge line 

Vacuum release valve, transfer pump discharge line 

Leachate tank recirculation System, 4" manually operated BE 

valve, lever actuator (see section 15104) 

Leachate tank recirculation system, 4" manually operated BF 

valve, lever actuator (see section 15104) 

4" check valve for leachate tank recirculation system 

4" check valve for leachate tank recirculation system 

tLeachate piping valved-intertie, 3" manually operated ball, 

valve 

Leachate piping valved-intertie, 1-5" manually operated baill 

valve- 

2-9 VALVE MARKING 

Valves shall have stainless steel (SS) indented marker plates marked with the valve number, 

Panduit Corporation, Catalog No. MMP?35O-C or approved equal, held in place with SS tdes, 

Panduit Corporation, Catalog No. MLT4S-CP or approved equal. Characters shall be V'16" in 

height minimum, indented with indenter marker press, Panduit Corporation, Catalog No. 

BMP187, or approved equal. 

PART 3: EXECUTION 

3-1 GENERL 

All valves shall be installed in accordance with AWWA Standards and manufacturer's 

recommendations. 

3-Z SOLENOID DRAIN VALVE AND PIPING 

Install1 solenoid drain valve and piping around 3" diameter check valve such that low spots 

are minimized. Locate solenoid and piping taps at an elevation about W" above invert of 3" 

piping. 

- ENID - 

WI-IC NON-DRAG-OFF 15100-3 

913-1360 January 20, 1994 

933-1354 C-3-72


L...- 


2. ECN Catgory (mark one) 3. Originators. Name. Orgarazaoon, MSIN, and Tolaphone No. 4. Data 

Supplmnssi I F.S. Shurn, Golder Associates Inc. (206) 883-0777 1-20-94 

Chanpa ECN 11 S. Project TasaNo.ANork Order No. 6. BidgJSysJF&c. No. 7. Impaet Laval 

Temporary 11 W-025 RMW Lantd Disposal Faclit 200W / 218-W-5 30 

Suadura A. Documnt Numbars Changed by ths EON 9. Relatiod ECN No(*). 10. Ralagad PO No. 

CanooWaid (I ~ de Sheat no. and in.) 

__ __ __ __ Project W-02S Design Drawings W-OZS-17 NA 

Ila. Modfizaoft Work Ilb. Work package I Ic. Moodfficaton Work Compito ~ I I d. Ragted to Original Coit6- 

No. 

ton (Tamnp, or Standby EON onlyi) 

0 Y" (h ousak NA NA NA 

No (N IIb Cog, Enagnsor Signature & at Cog. Eirmer Signaturo & oatn 

1ic, lid) 

______ 

12. Daeacriplion of Change 

1. Drawing No. H-2-13158S. Rov. 7. Sacbon N: Reimed per anached Frgu P-I. Major ohanqes are (1) addifion of vsaesd inbar-b 

bet en pnmary and secondary submersible pump clichag Ines and (2 additon of turbine flow metor to mweasaa scondary 

submrsibie pump ischarge.- 

2. Diwisingv No. 1-2-13155. Rev. 2. Loachaft Temp oray Storage Tank and Piping Plan: Pevied per anaWhed Fgure P.2. Major changez 

we (1) adcodon of vahred Intr-U bet van pdimay and secondary aubmeorsibl pump dichargo Ines and (2) addition of turbine flow 

mate to 1"mesw. onay aubmerebia pump daharge. 

3. Drawing Ne. H-2-13158. Rev. 2. Secton J: Rervisod per asachod Figure R-3. Major dhange" am (1) addion of imachal tecaculdol 

vyawmn. M2 add~on of kImit swlitch at end of loveo Indicator asseomby, and (3) saddhion oft hose bib to piping. 

4. Drawing No. H-2-131595, Rev. 7- Loachab Temporary Storage Tank and Piping Plan: R~evised per achad Figu R-4. Major changes 

ame (1) adition of laacheir recrmld~on ayzkm and (2) addbon of hoam bib I* piping. 

S. Drawing No. )42-131597 Rev. 2. Sheet I of 4: Revised per saached Figure R4. Maejor thanges, am (1) moving wires 14, 10, and 22 to 

avoid bypassing high tank relay CR7 and (2 kodcling the Iit swWt In parallel ithi high level float awilt. 

13A. lusof9caton (mask Criteria Change Deugn improemnent inyronntal ( 

one) 

A&F3n Faal1im Conat. Const. Encor/Oweodson [3 Dasgn Enwo/Owelson [ 

Isla. Juaftflon Detaia 

I and 2. Mlows primary sump to be used as onorgercy atoage for soe odary aump hwach. Alows diathage from each samp to be 

maawed Independently. 

3 and A. Alows lpachi to be isoirculatd Io provide reprameerwldv amplng. Hoem bib fmr drang aowledon pipe. Limi swth to Provide 

edundancy with high invil flost smwioh. 

S. Pwmpe cannot be aatd In manual mode If ioaced. tank is ft Uwit esil to provide redundancy with high level float valth 

CIJ 

14. Diatibtan (naiude nm.. USKN end nto. at cope) W STM 

WHOC DMM1BU1M0N 

KEH DISTIBL1ON 

PrqJect Rase RI-2U (1) LR. Tollom .3.46 (1) J.R. Marton F-2-30 (3) - 

JA MoGee G&.47 (1) D.A.. Prou T443 (1) P.11 Beendet E2.30 (1) 

slan 10 .4347(1) R..J. Gror T445 (1) WAiHohnan E2'60(1) 

D.A. RON S4Ol RE 

(I) "-UEF 

P.. Reckhy S245(1) 0 

EaG Erpenback OW.4 (3) 

S.R_ Briggs Q&47 (1) MECOL Y D1STRI9LMTON 

DOE DlSTRIBLMlOtj 

K.fl. Johnson H2- (1) 

J..Daian B2.15 (1) J. Hensl ST-5 (1) M.& Commu A&S (1)JA 2 19 

r& a Evans 14-23 (I) 

M.P. Denial T4-O3 (1) 

A-7'9C0U-2 (06/2) GEFOB 

933-1354 C-3-73 -000-1f158


I 

1. ~EC N ( was. no. fro '" Mg 

ENiNE IG CHANGE NOTICE Pae ?.-a 

7' W-M2-018 

M5 Design 6. Co4 IMP&& 17. SchedLuie [mpadt (days) 

Veriion ENGJNEERING CONSTRUCTION 

Requifod 

aoe ~ ~ mnj 3so Additinal 3 850 Imswwnt f 

I No saiq SM*$ $ Delay 

JII Change Impa Review. Indei tie readd dftumefiw (ather than the .ngnesonq domiment identifed an Wed 1) 

tha wil be &%cwd by Owe chanige dernonbed In Block 12. En~r the 0ee docurrwit rnumber in Blackc 19. 

pwaud caie C4IS a 98MM ownes "0we0 nwm Name,, 

OPW~ pw owm bowE hs" cw" Dr.a.hq Qspin Mwjme UP" l~ine 

1:,4M 0PW-44 Fto a T.4 f 

COLOWM %0mli 0A OwlaWt 3I 

C44W ho"t~W 

a 

V.A we.0"M E awrs Prommok tee MOM awwaPgi 

2,w~mrn~~ E ~ F S.e. ~ [3 ~ ~wi-s.. Pea 

InVuUd [No a ~ IC.[3U 

ft Pe eendi 

ti% Pi - a gn rala~ been UNas ofW0 fcddcnn aofe dbaw 

a~ 

Dameam NurnbarlRrAwon D*=eummr NumberfiPevieo Documnit Number Revison 

WVHC-SO-W-025-PLN-OO1 Rev. 3 

DOE/RL-88-ZO. Supplement 2 

WHC-S-045 Rev. 2 

2.Appwdais 

sgnaure ow Wgn.'unod 

OPEAMOS EGNE/7N AD 

ARC NNE 

..- PSA 

____7Sae 

Sa-- Design 

2 

Profe~tw~grarna 

Tank Wassa Aenvedaln Sydmr 

Fedltiwa Op~sadona _____ oArfENT OF ENERGY 

Reuaion A Plamiin ____ Signidae or LUar No. 

Operations & support Servows____ 

ADODMONAL. 

A.7g00-013.3 (06192) GEO96 

933-1354 C-3-74


LEFT BLANK


a-- 

a 

v 00 

me w Aa 

lilt 

933-1354 C-3-75

W}{C-SD-W025-RPT-O0l, Rev. 0 

c-I 

C 

C%4J~0 

8L.c 

uj 

uj0 

m 

0 

>-. 

LUA 

p 

> > LU 

w 

o> -J Lu m 

-JJ 

0- CzJUJ 

z) 

L 

< LU 

CL 

m 

933135 C-3-7


V) 

w JLi 5 0a 

Zj 

L06 

60 L J 0.=aP 

_j- z L 

W. 0 

> w 

m 0 (0 

I-u 

ww 

uj z ? CL.. 0 

Fw 

usa 

933-135 C-3-.


::=CHECK VALVE 6 

4-IN DIA. HDPE 

HOSE BIB AND CONNECTION 

BF VALVE ( ) 

BF VALVE 

LEACHATE TEMPORARY STORAGE 

TANK & PIPING PLAN 

0 5 10 um 

SCALE IN FEET ApO 00 A0 KA LAEW ODAA 

FIGURE R-4 

PROJECT W-025 RMW LANDFILL 

DESIGN CHANCES: LZACHATE TANK RECIRCULATION SYSTEU PLAN VIEW 

DP0? ID: %233160\A2763 DATE 1-20-14 17:49 DRWN Wol Golder Associates 

933-1354 C-3-78


C4) 

ca. 

9315 C-3-7

wI1C-StD-WO2S5RPT-0O1, Rev 0 

CLw 

Li 

LLI 

Z za 

®Ii 

uLJ 

CL iT 

z 

LLi 

z z - 

u.j

UU 

WHC-SD-W05-RPT-00, 

v 

LZ 

CL. 

-i~j* > 

-- 

E 01 

0 0 

ULU 

933-354 -3->

WHC-SD-W025-RPT-001j, Rev. 0 

I. ECN 

ENGINEERING CHANGE NOTICEPaeIo 6 *025- 1' 

2. ECN CalwqoaY (mar& 0m) 3. O11Qginat0es Narna, Otgari'mdon. WISN. "~ T"0006n N& 1 sDia5 4. 

Supptnwntal I F.S. Shulit Golder Associates Inc. (206) W8-O77 2-10-94 

PAro~i~ S.~ T1iNo*Noo Ordot No. C F7 t I. .Bldg.1SyaJFsc. Na. 7. Impact Laval 

Tomporsy ( W-025 RMW Land DisWa Faclity 200W / 21BS-W-S 30 

Sst ssb S Dwmm Numbers Chaged by V* ECN 9. eow ECN No(s). 10. Relmind PO Na. 

I AL Moio=of Work 

WHC-SD-W02-5-ATP-001 RDY. I W-025-018. 020. ARK 

1 . Work Pma'ags- I IM Modfdo Work 0-omp I cLd Pamed wo Oiginal Oiyet 

uo&A D&. 

No. Son (Tamp. or ftandby Em "0*) 

NA NA N 

11Ib) 

___________________&____ 

Cog.____________ 

No (NA SBk.. 11ib. coo. Engim tgnM-9- & D *~s&Dt Cg n.wr 

Ile, lid) ______ ___________ 

71 2. Demmipkm of Chuance 

Changes to pw3,a W.=2 A=*p~amm T"g P'omodu*: 

1. Secgon cLI: lW,.J Oonuona for puffp T.* Pwlor to umeng pips willy Uim2 isluy R7 (Ngh tank Is do-.arpbsad (d"osed). 

2.~ ~ ~ ~ ~ ~ ~~~~~~~~~~~w 

on S.ati1. i ~hLvtFoeSl:Pltt 

~hhs oew~oiiur a Swihgh Wgyel IwA m.AW (L - eOFN 

2.oso 

W-025-18) 

mgnspb Koha Lavalg Flow Shh ri for 10 w~.velyWm 

10e~~d Rppa ts bkm pqmdoad im w bed In Secon 11 .2 Wo 11- 

hmgh ooel Irnit Mt:*L Reeord al dma on . uspw Tome Own Form 11.2. 

3. socson 10.0 Pump T&AL Test Spam pomps me to ground minism to vwfy OW 0"m k"W~OM Tome wjbmw~bi. pumnps In a 'bams 1hd 

sk" owwpls lmnw"on. Iriwal & vsms an fna dadage in, to iffmilft head. inmea a Pm"Wus 9"o boween the valve and pump to 

"wmpoUJ to hee*& To tame onargz, 1w pump and aklw I to adiwm ftdy suf cndions at it rmow" of pprmW+ W% of vie 

"mamum wiqiieny deftarge heed as shwer an ton mandela 's pump pationnarwn cuvt Stam Ow vokani of wuiw pumpod lor at 

Issof 30 seconds. PARoatm Ow. Iwo wifi Ow pmwr mt df aba4i 110% of Vi. rnmui sffrniecy d~cam~gs hood. Repeme 1of w4Ui the duchawp 

vaKvls ed to deam I w 11w 'Ncutff p.5mm. PA~d all ims an Tode Dm Form 104. cochd to this ECK. Compers ,mlf to 

menumoweem porformarcecows. 

(Cfnumed an Sheal 3) 

13A. .ivdhookn (math Cdlara Change a Dwaign kmpwemert 3 Ei.ietI 

13h. Juf~siffcon Dwta 

I. Conelmeny svf chatg~ ImplsieiaW I ECN W425-010. 

2. 0ondawncy ith~ chamgme Impimswits In ECN W-025CIL 

3. V.49yIh Vo pens pumps am. func%onw PAWo to awparm. 

(Coniniwd on Show 3) 

14. Dkltbullon fwciud namne. MSIN and nom. of coptas) 

WHCO DtS1lw8m2N 

lKI4 1XVMOLMON 

RELESE STAMP 

Pmo~ag Als MGM (1) L. Taoft RNO4 (1) J. Morton S-P3m (3) 

.L kkge 0"7 (1) DA. Pmd 74-W (1) PAL. BauaotW2 (1) OFFICIAL RELEASE 

.Jmmu- 66*) P.S. cWml T449 (1) WA. HoWl w l m BY HC 

EL Erpenbsoc 

SR Briggs ~ 

(-47 (3) 

-7 1 ECOLOGEY 2MMLTR? ION DOE DlS~19flN LAT% 

(I) 

.U Dorian 82-16 (1) J. Nemley S4L-119, (1) M.S. Coons A-lIa ('I 

mm0 Evans HO-3(1) 

KR. Saee T4-03 (1) 

ohso FEB .17 199. 

A-7900-013-2 (05/M32 GER96 

933-1354 C-3-92 A-7900.013-1 (I11381

U 3,r b 

WIIC-SD-W025-RPT-O0i, Rev. 0 

ENGINEERING CHANGE NO-iCE pae of 6 W-025-i 

Is. ODgn its. cog Ifop 17. Schedule Impact (dwyel 

VOWWfcuon 

CONSTRCON 

R e ui e X &Po.a f $ soOiJ Addifoi 3 $3,000 Im p e w m ont 

N~o Sergus 33 

IS. Change Impc Rw~gww Incsa U therwsd documwwf (a w tha toS Ve ngineering daeme"IW Ideii156d Onl Sde) 

12. Erle the aflectid docuteoot ftMber in 810* 11. 

thad .41 be ~W~cd by the churge 6_00_d I Bk%_-k 

SODA a In~lw A Wv W T.0 C.. Mmww( 

puwwwad CAW.4 9Wft2W ~ [2P 

"*d phw 

cow"2.idw 

Ap 

bvdiiw [2w of"a1dt"df AU* 

e12WD a 

U.rAd- I.tr" 

owoW& 

Ow~% [2V 

A Oo 12 

[ 

ow 12 cwopvewwsSav 

wc 

MqWAsW4 

wwr 406..d 

v-NS to 00. a- PO l 

fl~bq P o Owl Sh 

U 

C 

b"P12 *MAR- a F@ ftw Sae a 

a 

.&TA- 

R 

^-ta bwwa rnLA P-'w 8 - A&(I 

O~f 0 W-W" M&W-E P~ [2 ( 

io twAtsdOiciow(OE Dcm 

fm. eMos.,m. v~l er-n b i C)5ga o 

(1 

_____ 

LN-001.Rev.3 

C-w025- 

cog~Dcur 

Engibee :Z.%4iPeA;n1 

20. CAiua 

SCh* ~ne A~ Er o 4$. 

Emolmm~L 

fM 

Tank Was Krnqmdsa, Syvan 

F~Nels Operowi ____ DEATIDT OF 04EPZY 

Rlmsan & Rwmedalon SgnSaft. or Laor N. 

Operadons Suppod Ser.4es 

MRM ADIDMON41 / 

A 9 33-1354~ C-3-83


Con~nusd from S.eton 12. 

P"1: 

4. S.on 10.0 Pump T1W Add Seaton 10.5 to deocrrb bwolng and C& bnffon of 110-1rn0,u: 

*10.S 

FLOWMETERS 

Record &I da an Too Dow-m : OZ (we Appe4. 

10.5.2 Dnoa 1w 34 ee am~e dischare Ino ad a ca oi kM lcat ion bween the 3.lnch thwnrlho 

towfpwray sionege tanik, 

r and the 

lo1.5.2 

Poodon to wow bano4 (empty) sote It YA called &I discharge twough this 3.4cl tfmunto. 

10.5.3 Ver~y tiM ball vae VMS in open and ball wairn W56 is cosed. 

10.5.4 Record Uhraboedings of the 2.4rih and 3-mel, tgowrntaMe an Tod Dole Sheet 104& 

10-5.5 Ver#fy tat thr am at6 0 alons of paripabbe wow in the wecondery sump. 

10.S.6 Enmig2 e womnuaybmerolble pump unil a loom 50 palon haoe b~e pumnpod kfto the barret. Doe.nrgits. 

toe Pump. 

10.5.7 Meawr, the depth of woo In toe barrel and record on Tewt Oa Sheet I0-. Record Owe emdigs of toe 24nch 

and 3.lai flow mebrson Ted D~a Shoet 1. 

0.S. Empty Oie bwnuQ and aeo~ n to ioeole ft e 

mha trough "i 3.4uoh Powmwbr. 

10.5.9 Errnr~e this suhrrvyabnrdble pump ariM a confM imcha,. Is mcoevd (dwww Ine by A.4mMJ obeervofon). 

Imnrdiy do-vimg~ toe pump. Waft W eornda. Repeat Wei cycis 9 more Ims, (taia of 10 cycies), In each 

cycle im wegiing the pump For the line delemined In cycle 1. Mowever, do not milow th U rn l tonu ovrlw r pect 

the cycle leww Vwa 9 fime. I reowwly. Record the number of cycles and ". cycle Orne on Tao Dols Sheet I 0-5. 

10-5.10 Masur the depth of vta in the baye mid record on Ted Deft Sheet 10-5. Record the reaings of this 2.ma 

and 34rclt Revrore an Tag D4a So IN&1 

10±1L2 Empty this eaned, empty thn mocomdary mump. and reconnfect Irn 34nch~dam~ta d.oharpe urn between te 3.lnch 

flwwebr and 1lo haf tomporwy amaotn. 

S.Sco 12 guilding Poem and Ugh§PW. Add Seaton 12.4 Wto riy "i comrol panel hoers am, tursloning corecly 

112.4 ContolPowlI woo" 

Record al df 

an Tag Don Form 12-4 (we Appendk A). 

12-4.1 Turn tiernagg on homie In Corw" anel A aft Verify that homer is d ambient tovmperaw. Waon for he~ta to 

coal If necessay. 

M24.2 Turn lierinoer unt It ervergzwa Vail 1 ld heaw hmee warm. 

12.4.3 Ropead Pw w UF fr Conrail Par" 

S mew CV 

Connued turn Seaton 13b. page 1: 

4. Pi-.e mylbragon of flowmebra. 

L. Verfty Ihm hossra In o Va pairnh ame finelonaL 

A-7900.13- 

PG*M Como 

933-1354C-3-84


TEST DATA FORM 10-5 

pUW TESTS -FLOWMETER 

CALIBRATION 

Barrel Diameter (units)_____________ 

Step No. Activity Verify Reading Date By 

I10.5.2 

10-5.1 Disconnect discharge line _____ NA 

Position water barrel _ ___ NA ___ 

10.53 Ball valve W65 open NA____ 

_____Ball valve W66 closed _ ___ NA ___ 

10.5.4 2-inch flowrneter reading NA 

3-inch flowrneter reading NA ____ ___ 

1055 200 ga~ons in secondary sump NA 

10.5.6 pump 50 gallons into barrel NA 

10.5.7 Depth of water in barrel NA 

2-inch flowmeter reading 

NA 

_____3-inch flowmeter reading NA 

10.5.8 Empty barrel and reposition _____ NA 

10.5.9 First cycle timne NA ___ 

Total number of cycles (including 1st) NA ___ 

10-5.10 Depth of water in barrel NA _______ ___ 

2-inch flowrneter reading NA ___ __ 

3-inch flowrneter reading NA _______ 

10-5.11 Empty barrel NA 

Empty secondary sump NA ___ 

Reconnect discharge line 

NA 

933-1354 C-3-85


.icwm DWSA 7PZ1 R& 1 

TEST DATA FORM-10-6 

PUNIP TESTS -SPARE PUMPS 

Pressure Gage Model and .5/N _________ 

Pump Type and Serial No. Volume Pumped Timne Pressure Head Dat~e By 

(units) (units) ________ 

933-1354 C-3-86

WHC-SD-W025.RPT-OO1, Rev. 0 

TEST DATA FORM 124A 

BUILDING POWER AND LIGHTING -CONTROL PANEL HEATERS 

StpN.Activity Verif Rea ding Date By 

N 

12.4.1 Heater at ambient - Control Panel A ____ _ 

NA _ _ _ 

a e 

ae 

ta be t 

nto 

-C 

1242 Heater becomes warm - Control Panel B NA ___ 

12. 4-1H 

1243 Heater at ambient - Control Panel C NA ________ 

He-ater becomes warm" - Control Panel C 

NA 

933-1354 C-3-87


ENGINEERING CHANGE NOTICEPoe1f 

Pe. 

1,.ECN 

ECN 

2. EcN CAeory (mnark ao) 3. OriplflaioI' Name, Organiation. MSIN1. and 7.hophorne No. W2 9 lS 4 

SupplamenteJ F.S. Shuii, Golder Associates I=c (206) 883-0777 '*044 2-10D-94 

Dirse R~evison f 

Ct.w. EON a. Ppid Th*N.MP r Order No. C r-;jI~ 9. Bkdg./SyaJFec. No. 7. impact- Level 

Temporary [1 W-.02S RIW Land Disposal Facefty 200W / 218-W-5 3iQ 

Standby 

Supersedure 

1I 

a. Documerrt Numbers Changed by tis EON1 9. Related EON No(&). 10. Related PO No. 

CanoeWld 

O (nckodat a.hmet no. end rov.) 

WHC-S-045 Rev. 2 W-0 S19 NA 

Iie- Modica~on Work I1lb. Work Package I 1c. Mod~fmaon Wo" lid, Iepe Restored to Original Con&i 

No. 

$on (Temp. or Standby ECN o.4) 

[Yet (%Ilot k 1 NA NA NA 

No (NA Sike, Ilb. Cog. Engineer Signature &De Cog. Engineer Signature, & Date 

lic. lid) _________ __________________________________ 

12. Dwscripdon of Change 

Changes to Pro)e-ci W.OZ$ SpeeUL-atlana: 

1. Socton 16859, Part 2-1. B.: Hoset traw cable may be, either 120-vols or 24Ch-voks. It 240-voks Is used for the. ptower eource, a 30-amp.?., 2. 

Paie circuf breaker thall be used In circull number S. Panel S. 

2. Secion 16.471, Pait 2-~ Add new maclon: 

'2-7 

CONTROL PANEL HEATERS 

Pro%4de a heater with tw emrat Inside each control panel enclosure. Connect to 120-vaK supply for paneL Haler shall be 100 watu. 

120-voha AC, Hoffman calalog number D-AH10iOOA or approved equal InsWa heater In accordance with manufactur's. rcommtended 

1las JudAlfion (mark Ortira Chanpe U Design lmpromwerrert EnvlmfinnteJ [ 

A-Found Facilitate, ConsL. Oons. Frror/Drnlon (J Design ErrorfOrnlaaon [ 

13b. Juslictlton, Deieib 

1. Thermostat wfth speified current radrtg could not be obtalned. 

2. Ensure tud centrol pau'.t remnaint vWithn operatngbrnpersdure tange during saimme cold voather. 

14. Distribution (indclde, name. MSIN, and no. of coples) RELEASE STAMP 

WHCO1DSThIBLTFION 

KeH DISTRIBLITIDN 

PrDoectl es Jia 1 L.R. Tolibom m-4 (I) JA Morton ET=3r (3) 

J.R. McGee G"47 (1) DA. Pima T403 (1) P.G. seudel E3JQ (7) OFFICIAL RELE-ASE 

64wn41 "PtI) R.J. Grif 74.05 (1) WA. Holten QMw(1) rv~Lr/ 

DA.ohI S4-01 (1) G.a&*P.1ekey fsfs 1 

BY 

E. Erpenbeck G6-47 (3) ( - DATE 

S.R Briggs 06-47 (1) ECOLOGY DISTRIBLITION DOE DISTRlBfLMO4 IE ~~ 

KO. Johnson H2-36 (t)FE 619 

J.J. Dorlan 82-15(1) J. H~ensley Sjr-') (1) ii.S. CoSns AS-1S (1) 

CC, Evans 146.23 (1) ~- 

A-790"-12-2 (06/92) GEFOQ 

933-1354 C-3-88 A-7900-013.1 1 9as


ENG\NEERING CHANGE NOTICE -7 Z 2 at 2 W-02"20ue o. g.1 

15. Deio 19. Cod Impad17 Sehodule Impad (days) 

Y" AdlWs1,500 

El 

1 pmf~ 

Is. 0"n"~ Impact Raeviw. tnm " i~.lab dowmiieeb (atw VO&A # Uw ngreeg dowmmi kWe~ild on Side 1) 

Vilu1b l~wd kby Vi. aigedoeedb~d h~b Slee2. Entar 9 in@-&e dvemeal ,smbee InMSlck13. 

TWAa M. 

fl%. 

114 .- bihso'w a 

Awl eA" h 

a 

old %4w.. 

~ of-, " 0~" Ic 1l01~ 

Fs#AIfAA El Otto 000.6% [3fw P am 1Awd ~M 

kv Mb-f ftap.tI 1 11W.46 2WW. aElWO -*' 6 wT A- PA 

Elwa a 6.046 JG m&PwAA~ 

[I 

19. O~er AS~e.-tod Douawir (NOM Docuntsrd letud beow wi "at be ,,%hd by IViA ECK) SVgwwbres beivew 

Inct. Ovat the signing w~gsizzlon Was. been rsoofd caw athedad docmants 1"td below. 

Documet NuntdetR*%Won DoQSmiM NumberffRe~4den Document Number Reia~on 

WHC-SD-W.C125-POLN'O01 Rev. 3 

DOEIRL-V, Supplement 2 

2CLAMpwv 

sigma"w Dew gnsturs 04118 

OPERATONS AND ENMiNEERNG 

ARcIUTEO-ENGiNEER 

CA Ae,, S G f @- l- 

Gaffty9~ 

afl 

Tank WaWs 11tercwdon Syom 

leadt%.. Operstorns 

DEPARTM1ENT OF ENERGY 

Rt4.toration & Reivwdlethf Sligneiatw or Lauer No. 

Operaftni L Suapoll SaNrvIkwg 

1AM 

ADOM~ONAL 

933-1354 C-3-89


ENGINEERING CHANGE NOTICE.................... 

Pag Io 2 Proj. W-025.-021 

jECN 

2- ECN Cuslapory (mark one) 3. Originsicez Narre. Orari~zation. USIN. anid Te~phone No. 4. Date 

1upplarnntal I F.S. Shuri, Golder Associates Inc. (206) 883-0777 2-18-94 

Dimest Fiesion ( 

Chng ECN S.project ls/No./Work Order No. S. Bidg./SyL./Fac. No. 7. impact L&awI 

Temporary [I W-025 RMW Land Disposal Facility 2D0W / 21 8-W-5 30 

Standby 

C 

Supersedure a. Document Numbers Chaniged by Via EON 9. PR.Iad EON No(u). SO. Plakmd PO No. 

Caai~Wmd(includes sheet no. anid iv.) 

WHC-S-045 Rev. Z also Dwgs W-025-012 NA 

IiL Modification Work 1 lb. Workc PackaVe le- Modftoabon W"r compet I I d. Reso'ed to Ongine) Condip- 

No. 

lion (Temp. or Standby ECN or~y) 

fYet flout O. NA NA NA 

3No PNA Blks. lI b. Cog. Engineer Signature & Date Cog. Engineer Signature & Dais 


Chanige 

to Project W-025 Spec~calions: 

1. Section 02511: Change th of satolt So "Paving'. Change Panl 1-1 A. to mead *Aaph#Ae cocrets pawing and surface eaer in tie truck 

Unloasding area. tuck staginig arMa arnd ae road.' 

2. Appndr A. Subtract O.3 feet from the islvations of the fllhowing gid points in the truck staging as sukrgrade: 802, SOS. 8W9, 815. 816, 

2L. 82.2, ., AW831.,84, W.83S. 636,817.83A. 839. W4,8&41,85S2. 353. 855.858, .57., 85 -7' f't L-d C....-fC3 

Chang*& to Project W-025 Drawuige. 

3. Daw~g 12.1158 Re. 2 Change risk 3 to lead: 'Trck Unloading Area to be lied and pawed as ahowf ine~f 1 ncc tgn 

anid entrance road to be paved with a inches of top course anid 4 inches CO asphakt concrb nl 

4. Drawing H-2131584 Rev. 2: On Detal 1t, subtract 0.= Ise from ti ehyajons; of hie following grid points in ft tuck staging at*& subgrade: 

M802.1O. 8SM. 815. 816. 82. 8a3, 825. 830. 831. SM,33.83 MS3,89W. 837, 838. 139, 840. S41.852.53. 955. 8&8. 8on. 858.&% 859, q, SJ5, 9414 

94s"9411,,j , , q4, a s, OBn . V 1 7.0P2 , PZ1- eeZ 44. 

130. .lUSOfCaOCM (Mark C11An. Change 3 Design Improeent Envirovirental U 

AseFourid Fwola* Coa. ( Carat. Ertw~latrioni f Deign Ertor/Ornission [ 

I3b. Justification Details 

I and 3. Design crisra chanige. 

2 and 4. Abowence for thiickness. of asplia paving. 

14. Dsribution (nlnebde nae. IrWIN anid no. of copies) RELEASE STA-MP 

W)40 01ISIVY10N IKl4 DXIS7BLMON 

project Rag;i *"a(1) LPL Toilbomn FO."4 (1) J.R. Mworo 6-616-(3) 

JAL MC010. 06-4 (1) DA Pm!s T4-03 (1) PAO Flsudet 08 1t 

Stuon 10 A3-0 (1) ft-I Groir T4-OS (1) WA oij.fB 1 RE LEAS E 

D.A Raw "41 (1) P. eidy S2-SS (1) 

E.G. Erpenbeck GG-47 (3) 1 

SLR. bring. CM-47 (1) ECOLDy DSrxEievJTIN DOE iTrRIBLJTION 

KD.Dodane 52.8(1 Jese d(1) ) MCori A-If) £ JE FEB 24 1914 

K. DA 82heon 1250) Hn" 50 -. -1 .S 111 S1 1 

M.0. Evans 148.2(1) Z3 

933-1354 C-3-90 

A-7000-013-1 (It/of

~~i I 

LIRU 6JI 

WHC-SD-W025-RFT-OOI, Rev. 0 

ENGINEERING CHANGE NOTICE 2. EON (use. no. from Pg. 1) 

is. od ipact17. esig I& 

Schedule Impact (days) 

1&. Change Imnpac R ~. Indicate the related documente (other then the engin~eering documenti id~rrdleod On Side 1) 

ta wil te affected by the change described in Block 12. Enter fth uifcted dcumentl number in Block 19. 

00 a - A00ln To* C.4 .a..1 [ 

6FeIWe sp3 . 

lwl.Flllw pqsawllh1 ASMI Cd" hWR 

COWL $VO [1f..wnng Py4wdwp. nw3 FloSPw C-ww.. [ 

PSAAM"A 

lug tor 

13 ftf N. Cwind "N.Ldan( 

L-.pfWK 1,4498 

3#. P"is N... Sw.I. 1 Cawwu" u~ t 

[,-*w~ftft Aapon[ i..ww. 04 1 UAG 0-v I PWW. .eS..w 

tr*M-~ P*~. n3 W..W PAOOM. MsW.W-M a3 

ig. Other Affected Document= (NOTE. DOcuments listed below will not be tevined bwy ti &C?.) Sgnaus below 

indcas the: the signing organizaton has been notfid of other anffected documenrts lod below. 

Document NumberlP'sen Document Number/Revison Documnt Number Reviion 

WHC-SD-W-O2S-PLN-O01 Rev. 3 

DOEIRL-88-20, Supplement 2 

20. Approvals 

Signauff. Date Signature Dole 


ARCHlTECT-ENGtNER 

Clog PEer~~f~ ~2 ' 

Saltn___ 

Design 

Sowity Enwion._ _ _ 

Environ. _ __ Other4 z Z-/ IT, 

ProjectelPtograrmt 

Tank W&arnoceedhon Syamr 

Faotfa Operatons 

Restorsdon & Remedladon 

Operalons L Support Servces 

DEARTMEW~r OF ENERGY 

Signature or Lear No. 

Other 

A-7W"13 -3 M6d9Z QEFM9 

933-1354 C-3-91


N oj 

o 

S .I . - 

PINKal 

X 

IL -9 

933-135 C--9

I J3 

U"dI 


ENGINEERING CHANGE NOTICE ..................... 

Page of 5 Proi. W-025 -022 

suImsoa"FS OSuui Goldaer Asante s 

Oka" Modvcalon, Worke Sib.6 Work 

or 

J 

y (206 883077 S2Reate 

o. Nakge e -~r WFa CoS j+ lt LsoyIw a .la Leven l ni 

Land DipslFaiiy20W11-W5) 

TI.."-Ya~k 11 IM Stadb 

SLWib 

1 ___________ 

3N. (NA~kle b L NsiimOagdb "EN LAssslt. &emw NN( 1.AldP o 

12.S04 Reaev.e Zi Deig DawngNeN 

1.~ko 

i-i:y Add 

tonn Cramp. ora 

only)aga 

12. Sectiln of10 Cht2andge Pa 

*24 UQUID REMOVAL PUhW$P 

Provide electic purnp~ toe tao Sqirom samdary sowtlawet beaslu vde amprea leachaw image tank. Pumip wil dischiarge 

Squid kftO bampotawy heacilae saw&ag tank fvmagh quick carvnec SAng &face to discharge Ins from bosom of tank. Pump shall be 

a~cde assJ-poaning camyUual pump v~l daineaa sisal Wemad comporvent.. mnidmum discharge, of 10 pl ag aini 4011t head. Pice 

Pump CO. Mode 5PIX=$. W.W. Greingor. Inc. dock no. 2P121. or, uqaivaL Pump "M be aimes coupled to a caspacttor sean 115 

Vol oleddoi mown.* 

(Conuknued on Shoet 3) 

i~a. Jadieaaon (mark Cmiarm Change Design Improuveme Enitnom 

Ae.Found f Fidilea@Gnt ConatCfet EnrfOtoaon f) ~ agn Errot/Oniesion ~ 

13b. Jusbkato Deane 

I Viroragh 3, 10. Change requesdad by operae~ne pereonneol. Abow removal al Squid Irom seecondary contasvrmen sysemn under leachae 

wapory dotager tani. 

(Coniinued an Shoet 3) 

14. Dievibuionv (Inrisa name, MSIN. and no. of coo*e*) RELEAsE STAmp 

WHC DISThISULON 

K3*l DtSI§ te9LMN 

project RPA. G-47 (1) tit Taotem R3-46 (1) .LR Motio S2-55(3) 

JA Mco.ee G"-7 (1) DA. PyS 74-03 (1 P.G. Beau"a M" (') CFFICIAL RELEASE 

Stabon 10 A"?7 (1) IL Moir T4-6 (1) WA. Holstein ES-41 (1) 

DA Road S4.01 (1) P.L. Recbdey S2-54(1) BY WHO 

EAErpnbeck 05.47 () 

,40L 

SA Bagg, 06-47 (1) EWL(OGYf DISMIl~fT1Oh Dom CISMOLITION DATEhZ 

J8 oin 12-10 (1) J.Hon~y 51&75 (1) M.S. Coins AS-18 (1) APR 27 -19-94- 

A-75fl0-013-Z (OSAI2) GEF095 

933-1354 C-3-93 

A-7900-013.l


ENGINEERING CHANGE NOTICE 21. EON (m no. MM pg. 1) 

I& tDeOgf I& cod imp&=17 Shdlnma1 (coya) 

VokgnENGINIEFUNQ 

CONSTRUCTIONI 

Ye Ad~a so $6600 Wp.Schedu 

No. Uwina1 so Iaig $ Doi 1 

Is. chang. IMPAW1 =~~. Itdicah. to neladad locumwen (obw *A tw engqrwedng cloumant. idenai.d a SW* i) 

OWa W8 be allecad by tw camnge dee.ribed in ickc 12. Enlaet Ow eltemd dccunerg number in Bboc 13. 

apW U bfim caned br."~ LJ We " Wo L I 

caMay 11 cotf.f~w T."1 lq~a~sm 

GMI]i- -.- b tm 13 C .. s [1 

he~. b-. at-a ft ad. -t-n[ 

9"~y fi~-f [C .,. D.-kq A.- 13 

AU.6f Wet -Wtd M.M"d[ - .[ 

b--em wemaa. 13P .06- pt- [a Uj 6 P-'-" A' - '- 

19. Olw Affected Documeritc (NOTE: Dbcuntk aked below Wa noa be reeMsd by this EON.) Signauteo below 

bmdcmake Omit Use signing Mrnglab has been aodffi* other afkaaed dlocufent laud below, 

Doeuwe Nuimbwneri~on Document Ne~eeomDocumpent Numbet R6maulon 

WMCSD-W-OZS-PLN-O01 Rev. 3 

DOEIRL-aa-20. Supplemnent 2 

Z.Appeovals 

Bignabne DOWe Elgnelw D 

OPERATIONS tAND EN INEERIN 5 1 ACE gNEER 

D.~gn_____ 

Tank Wage Peoitof Symem 

___ 

Faciee opemin ___ DEPARTMENT OF ENERGY 

Realmagon Renmedakws _____ gnahas w Lowe Nc 

0pecaMm & Supepi e, Al. R. LJm L.EL par" 

0479W-01-3 (011M2) G8FM 

933.1354 C-3-94


Consiniued from Section 1Z. ~a 1: 

'r thd folowi'mng mnhsacs tat the eti mell priming pump: 

- 54lo (mWtlmn) maiden home nednad. 10 psi dnde m wedduig paes.e wM *11ng. diametear to meach pump bint 

Pam. heavy duty. rubber er eqaivaleus 

- 04ln (mniamum) diathaeqe hoas. rsidtomed 10psi au**mm walin praauae. wit ting. diane to maswh puump 

idwgeq pork he" duty. ftr at equvalent 

- Edd. adn cord for paup. addanea 50ks long gawd for stlest use, UL Bed" 053I epproved. heavy duty. a1 

bompers.m 3.wdafoL Condcuamo gage shed be .ppmopia for pump macku inacrdane with ebacaI codas. 

PtoiAd fully aenovmb mU~sy vauum bead to moased on Sandead 65 gallon daunt. Vacuaaum .1 rmnse any Squid that gaine be 

amnoed by meIf-pnluiig elial paimp. (SeNf-pntnulng aklal pump vAl be weed to pump Squid from druilts naihat. suag" tnk 

s cewsr.) Vaum inst miam be lee-Slage. bypass. 120 Vol. SO=t KLi 11 Amp. 3.5 His. Vactum alic prov~de minimum flow of 100 

CFl through a t5t-frhdemn hom A a seit esur ofn at 6 ha 10 Inchbea. Voaim elec be tLW. Grainger. hue dck no. OGSN 

or equivalent. 

ProAid the fllowaing asoaseass for tOe wet/dry vaum hak 

- 55 Calos druntk coaled as Inelde to ad organic Squids. 

- ti(-long (umnaim) sides he". dametac and material comnpail thl wasuam head. th eaquasge aatachrneut. 

- Elrnaical atanalon goard for vacuum head. uuntaim 30-teal long, ramis for outdoor ue, UtL Iced. OSH4A approved, heavy 

duly, A anposmflae. 3-conaf. Coaico.a gag. sh"f be appropriate for vauum head In acodarz tte eectr"a 

codes' 

3. Seaion 15100: Add new paragraph: 

.2-to 

OLNC CONNEC 

Quick cennoada fe lecriec conulcianmeat bas pump dishaage in. miai be toe smen dae e O th mnsad@* silas conatnflon. 

wfh al intl in caps and cheains. Hauiass Seal X4ttC or equivalonut 

4. New bal alakesholewu on Drawing R-4A (afteoleed to Ohis ECM) "lc be macfly operated. 0.5 lash opening through ba& wed panlyp 

313 saleebes oel cc equIvalast. Wate Regulaur Indudal Prodct*ODvision sanle" Sa ot equivalent 

6. Chinck valve abewn an Drawaing A-IA (anadied to ths Et) tha corjoin to the sequiremnete at Seaion 15100. of th Spal t adone. 

&. Seot 0500. Paseoaph 1-1: Add SMaln to provides ace Into conlainnent basin under leachs"le bmporary or age lane I tl al. Icluded 

b"Who. 

7. Seaion 06500. Padt 2 Add new paaograph: 

.2-5 STEE PIPE 

Steed pipe oall cantons to ASYM A53 

L. Secden 050. Paregraphe 2-2 Add to end al aided"i paragraph; '5teeW comnpeawnia d saeirwaya. taling. mousming hardaren. and saacmaaad 

finaiaea "ta be galvaited in accoadmm wIM ASTM A1fl.* 

&. Saon 05W. Para&ap 3-1: Add to enWd asdafiag paragraph:r Sl4rakmya ahal be labilmed enid htafaled in codearmen wab te 

ream al o0"SH 1910Mf ant 1510.24 (M CFR Che. XVIV Note Iht CN&= sa Provide aaibnifal lea approval Pro to labricsAtor 

Cheange to Project WV.OZ Deepgi Drawheega' 

i0t Drawing W12-131505 Rev. 2 Add or nifog dacheage lMe from paump uaad to drin csamlsmuet hea, ao aews on Figture R-AA. 

islchtad to 0il ECK. 

11. Orawing 14-2-131585 Rev. 2 Add staway and rolling for anes In to caannan basin under lechs tmporary soarag* tank as shown on, 

Figue A-S. cashed Wo 0" EMt Stairway frame and rtagas ahlf be deal. Gwam~n &W be non- ap catniaing ia reqeireruenms cc 

Spscftn~ and ates EOn. 

Cardawed from Seoaon 13b. Page 1: 

S Uvroarpl 9. 11. provide soea to wotsknes basin uider lsckale lemporary dotege tank beausie "na gound eioado~n Is lo wer thtan on 

original topography aimed for desiga. 

A-7SOO-0tZ-3 (0519Zl 

GOER 

933-1354 C-3-95

WHC-SD-W025-RPT-01, Rev, 0 

1.5-IN QUICK CONNECT 

4-IN DIA. SS PIPE 

0.5-IN DIA. PIPE (EXISTING) 

THC ANK&LIINEPA 

3IA 

M 

--. ~ ~ ~ e -I 

SS PINmmi- 

SCALEF 

VNAFEE 

TRINE R -4MA 

0 5 L 

90K LANPROeCT " rL W-05 ORMW LANDFM L 

DESIGN CHANGES:wd ONAN.NTD BASI PM CI SCH .A CNETIoNP p 

VW 

#wG IDSCAL INhi'428 EE sea MA L- N O 0 Golder AssociatesK 

933-1354 C-3-96

WHC-SD-W025-RI'T-OO1. Rev. 0 

WA 

I N W 

3.75 1 - 

m bm SNat 

, cu S ALL VS 0 TV.A 

Vs m s i e 

i..,. 

.INk ITA WA 

CONTANMEN 

BASm 7aCCESSO 

STAIR PLM AN 

P3JC W-2 RMWLANFIL 

\fl~iP\STAIR 

DEINC~4E:SAR ACS OALWACS ASIN OCONTAINMENT 

ts wwQie PLANa-, 

Ascae 

933-135 C- No=

WH-C-SD-W025-RPPT-0o1, Rev. 0 

Golder SBE cC 

Associates Cokdsw o 

T. I 

* ~ %IC ce. -W 2ea.. s 

* . Y 

* I - 4A, . I * . * 

I ~~4 

Sal_______ 

I I W 

7251 

A4;~c. rD 

.- b'~3, 4 

q . .. .. 1.. - Sol. 

9315 

C-3-9


ENGINEERING CHANGE NOTICE . ................... 

*, Prop. W-:25-023 

ECN 

L. ECN Cam%"or (mwk one) 3. Originators Name. OrganiZato. USN. and Telephone No. 4. Date 

sups""tl f .S. Shunf. Goiden Associates Inc. (206) 883-0777 3-23-94 

Direcltevision I . Pirec Tlt1w ork Order No. S. SidglSys./Fac. No. 7. Impact Level 

Temporary 11 W-02S RLIW Land Disposal Facility 200W / 21 5-W-5 

Stanrduo It. Oocmentr Numbers Changed by Ws, ECN 9. Relaiedl ECN No(s). 10. Rielatied P0 No. 

Cwtoeoliod I] ~ ld ~'~ r Mhe and rev.) 

Project W025 Design Drawings W-025-01B5 NA 

I U. Madifgcatiot Walk I Ib. Work Pamckage Ic. Modification Work Complete I Id. Restared to Original Concdh- 

No. 

ion (remp. at Standby ECN only) 

EYo (no ut il ..- NA NA NA 

NoNA Silts. I Ib. Cog. Enighneer Signature & Date Cog. Engineer Signature. a ate 


Changes to Project W-O2S Design Drawings: 

smI. I 

1. Drawing No. )42131US. Rev. 2. Leacftate Temporary Storage Tank & Piping Plan: Add healtrasce and insulation toall pirg. vsarea. 

fiowmeters. and oter piping system" compenefits betweent leachate temporary storage tank and check Valves 10661*11 Wrest Wait, AS 

designated by hatched areia ont igure P-24.. attached to Sts ECN. Heat tract and inswatiott "ha conform to exsing requirements in 

Specdtcatiofla #lC.S-O'S Rev. 2. 

2. Drawing No. K'4.1Sl5M5 Rev. 2. Lewhawt Temporary Storage Tantk & Pipig Sectin J: Add heat trace and imsuLatiol. to all piing. 

valves. and other piping system compoenta assocated with leecitate ltmprary storage tank. designated by hatched area on Figure ;6 

3A.. attached to this ECN. Pleat Irmoe and insulalion shagf confor to exsiaing requirements in SpeClnGcaooa W14C-S.OSS Pev. 2. 

3. Drawing No. K42.131 595. Rev. 2Z Leadet Ternporary Storage Tank & Piping Secion Pr Add vecuum relese valve VvS7 12 inches 

uplaream fromt check valve at discharge pipe entrance to leachate temporary storage tank, as shown on Figure A-38, attached to this 

ECN. Vacuum release vave &Wta conform to wasting requiremetsa in Specifications WHC-S-045 Rev. 2. 

13aL Justilicaiofl (mark Citteria Change fl Design Improvement Environ.."l[ 

ane) 

At-Found [J Facilitate Corist [3 Consf. !rror/Orttluon, D esign Error/Orassien [ 

13b. .ufpcatiort Detals 

I and 2. Preve*nt freezing at waer in Piping system 

3. Alow pping system to dramn so thal self-prtring pumnp will tart as intended& 

is. Distribution (include name. MSIN. and no. c9 copies) 

WHC DIsTRIBLTON 

E 

IMSLTO 

RELE-ASE STAMP 

PrOfte iles 35-47 (1) LR. Todbom R15-46 (1) .i.R. Moerton S2-55 (3) 

JAL McGee 0V6-47 (1) 0)A Plan TI-OS (1) P.. Beaudet S2-SS (1) 

Sitoi10 A3-67 (1) R.J. Groi TA-OS (1) W-A Holstein ES-4t ( fFC&LRLES 

D.A. Rohi S4-01 (1) 1.. r~y r,4-05 (s) P.L Rackley 52.55(1) OFC EES 

s. a Snggs w6-47 (1) ECOLOGY DISTRISIJTON DOE DiSTISUTION BYW CC 

ttAD Johnson MZ1-50 (1) 

J.J.Dorian 32-16 (1) J. Metnsley SS-73 (1) M.S. Collins AS-IS (I) DATE MAR 3 1 199A 

L.Evans Hs.23 (1) 

CH.R. Berize TA-03 (1) U Ai 

A-7900-013-2 (06M9) GEF095 

933..1354 C-3-99 

^-7200-013.1 111,


1. ECN (us. no. lrom pg. 1) 

ENGINEERING CHANGE NOTICE 2.16 W.02S-023 j 

V e ri i c a t E o G n I N E R I N GC 

O N S T R U C I O N 

Ia. ChneIpcaeiwidct oMse ouet ohrta h ngineerng documentsierd onw Side 1) 

tha b wu aiocedby the chantge dsucribed in Blockc 12. Enter the alaed docutnent number in Block IS, 

=-Do #*"] 7.4 MW 

a-,.~ A_ CCI, MMbg []IIo "*no Vw/.4 ." 

601 ~.We Msa'- P] 

ASMF C-" I-L 

04IIIt-w a-. Dws" W] lCol O[ 

*O&A.AA - ln 6..i~s C .. *]NAWi P 

I]U 

PW. UA IIII~t 

* 19. Oter Affeeaed Documents: (NOTE. Documents listed belom vA not be reviewed by this EON.) Signaiutea betow 

st6~ato thas the signing organizaon has been notified of other alecled docuneift laled below. 

Document Nwnber/P~rision Documeant Nwumberftweson Docuffent Number Revision 

WHC-SO-W-025-PLN-OOI FAev. 3 

DOEJRL-BB-ZO, Supplement 2 

20. Approvals 


SlnluDole Signstur Date 

ARCHflECT.ENGINEER 

Cog Engineer -2. 

Cog IA91. _rA? CI A#. -2 

Secumty ____ Emnvi. 

Envion. Other 4LCIJ 

Proecarprograms 

le,, waste Remediation Systemt 

Facilres Opetations DE~pAATMEN1' OF ERGY 

Aegotaaon & Remedeblon ____ SIgnatur ow Letter No. 

Operations L Support Services 

A-MVS0C013.3 (06M1) 

GEFOO 

933-1354 C-3-100

WHC-S-D-W025-RPT-OO1, Rev. 0 

cznitwed ftan Sad..n 12 page 1. 

onpOvaqa 

No. 1+2-13t1W& Rev. I. Datal 24- Ad CU* Nft 3r to label bwdcagng Wo"a cable. Add Not. 3 to not"t In an draw~ng: 

S. Ugtal asble tram vajmdu% ehal be unmkdd In jursdon bee. ldeefm wires shall oaelnue from tetminal stuip through 

S. rwdn N. 1+2-131=7. Rev 2I Sheet 1: Pelay CM~ "b be. a AdelAy flay Pam deLay ~io wwgqdamj. WIThnmr Relay. Urn 

delay a*mabl. MWe MR". of at isa 1* 0o am'um. w equIvulant cow .qzkmnt mnfdmilng to cdong m u~enns in 

Speienan W140-S48 ReV. 2 a appmpdw 

9. Oruwing Ns. 1+2-1310137,. 2. Sheed I Wnd Shee 4- PhotWAnan OWEI of olen~tol building may be deleted It imdh~dual photocells 

artpom - e A e ml ight flxb 

Cwairwad from Sed.. 1b. page 1: 

4. Allow t wudumi to be rmaved for caftratlon atr mpawnnt wilbetA rmwa~g Ognal cabke from onduft and contro paneL 

S. Pt pumps from cycin If Squid ieewi In leachala ta* slahes. 

8. quivait akemadv. to faci~de conzgidoa. 

X-7=013.3 PM 09 

933-1354 C-3-101

WtHC-SD-W025-RPT-0O1, Rev. 0 

2 -1 

w 

L 

UI. 

I124 

-3- 

WHC-SD-WO25-RPF-O1, Rev. 0 

Rw= 

_ 

vi 

Ln 

-ul 

Z z LO z 

T u-j - 

w wU 

00. 

-j Id 

0 

933-1354 C-3"0


Em 

U) 

*z uCO 

w 

-P 

Ljj (i( 

En 

(D L6 L 

C)~ LAI~ 

ZV)J~ 

I- all Lt. 

(nL 

.j 20 J 

CdC 

\CL 

933135 C-3-10 

0 

-JJ

)~j'5~ £27 

WHC-SD-W025-RPT-O1. Rev. 0 

Golder u6 .- C 4L-2-o 

_ 

Associates ROL chcked o 

.. 1 

*MC 'e- finz_~K 

!- 1 tI. 7 tuafo 

2!C I 

L * I100 

-5,, - 5,f~' 1 ~- 1 

933-154 C3-10

-WHC-SD-W025-RPT-OO1, Rev. 0 

ENGINEERING CHANGE NOTICE .. ......... 

g~i~y ~ Praac 7.ni 

Za 

__ _ _ _ _ __ _ _ _ _ Paco 1 015W- ____W_-0_2_5 __ 

I S=N Caftew OnwU wao . dWa Hwa. n. miwdor MSKan ai.mN. .D 

VV Aii* mafMC-SDom AT010 ev. sI W-O25-OiB ?" . NAM=ha. 

Miirf noiW-= WeI Lm~andlc MDio aclt WS00Uwi 1 aDF4e ia f 

wita L mNo. N b aO ~ dbyg M I A m Z N ft (T.I p . aad PC NZcd 

ye.ds (MCABI NA NA NA 

. ~b) 

Me (NAB& 11cs ib. Coo. Ersnsg imgnasn ON&s Cog. Encinw S.gnazui, I Zcs 

12. PSSpidiofl - .. . 

,-w~oZ Larodu Ahapm Too Pmam4w, (Itwmmensei/Ei~4 has boon psumad in its oistamy. Sao Rewv. 2 aitacli.. 

h~ fii(Malt Capmove'ug Dmmgfl hpwmn'm. waumrnl 

A7P .-- bm d 9g 0-ge mud OVvMUgm 08iNMOim 

14.mmtos Orakeft n&Slli. )dSIN uid I. 4d 0"6AS T'7Amp 

P,.I.a RAG 0647 S) L. Taom PD4 (7) JA Mauin S2.53 M3 

.LR kkdl 054a (1) CA. PTaM T403 (1) p*.C B,*ckp 32M 

CA.N A& -5-0) P.. ftwikisf S- (I FICIAL RELEkSE 

axifto 

0647a10)* OLxrf~ l~ =IL~S0 O 

-BY WI4C z 

1218) .1 L Hftim 97S (l) Co Qmms AS18 10 LFAP 

astul 

T4=.M199~4 

933-1354' 

-C-3-106-

WF{C-SD-W025-RPT-OO1, Rev. 0 


.2S0- z 

1. M4N (use no. 110m zg. ) 

i&. Chan*. linpw Aow Indwcm dtoi4o docuffmas (mw Vw teS@ Sartgoamg do~nu ir EM4 an Side 1) 

ft wd be adiend by the chmas de~~ in Block 12. imo i te t om~m nwmw in Swc is. 

a3 a . Tf 

a 

a 

a3 

"* 'm m a. . .. "us 

,-,o - P- ... -. wm: PS e.-. 

AMM lUGow WM * 13 V.wu.. 

Sm we 13 9 MMd 1 

tif 

13 cm 

ft-mI w 

a31 

is. 0~u Aato DomiamiM (14O1 Ommaf Iind blami notA be roimd gy3a e=X.) SqsWmu"lo 

4wim %&-'t wud ween~.vue nowl" at odU~ m d I -nW doctem m Loa below. 

Dam"E* M&"Ambe#IAgIn O@aieftU MuZmbJnwian ODarmor Num~ber ctwmcn 

wHCS0-W-o2S-PuN-oO1 Rev. 3 

=OERL-20, Sujpplement 2 

2Apprvals 

CP&ATcN AMO ENNENG opAR %ME 

4- 3A --' -' 

cmo. - CAe 44 4L 

TNsk Wao Refesdnif Sy"m 

FwdEkm Opevnens I MSAMM~1 OF eAG 

Rewervion & Rwwd~u ___ SqiAdum or Lo.st ?4L 

933-1354 C-3-107


Oats ceiv. ~ ~ INFORMATION RELEASE REQUEST ofeue 

comlte for 

Puroose 

El sp.s'e'.n3~ ko 

tj lvyes of Aleese 

~ ~ ~ ~ ~ t 

________________ 

bDN.er. (inciLde revision, vatiua, etc.) 

Plot.rw WHC-SD-025-ATP-0O1, Revision 2 

O weno 

Previmlsy released WHS-SD-WOZ5- 

13v~~ VeAd aw.mb ATP-001, Rev. 1 

0 speakr ko... a Cftoss Doesumam Date RelaseRired 

0 ta &a 0 ~~m 

Title ACCEPTANCE TEST PROCEDURE FOR PROJECT W~-025 Unclassified :w 'uory I.cmc:. 

N..~ M ~ ~ ~ [Xl ~ (2 Y..tatMmo.. PSS.,.ed trtsom sobr ~ofttUwflee. va.e as piStroo . *at. 

Now T4"I sibict onsuftsal a~tr? 1 I N I YI twed socress. ontiet ewemioe? 

If "Vas* has gjacleurw been euwined by WIIC or .tihor eaomeny? o . w.W 

Yeafestl X 1j.els ya. (X]ti N 2 Y.. 1Wneityl 

ff-e- e N~ "r bn bpiiot d?-[X N . 

(3po ( Y.. (Artah ehom".6.t) 

cowLirt, for loevch or Presentation 

Title of Cojnfwrence or Posting G* rSceySosrn 

*atetsy-of :Ecriferenc_ or ietin; ci ty/State WVID Woosedwars puab1"ehd? Y]~ea j M 

N/A " -II WN ae"abhanded mut? -f ez '[X 

lizke of journal 

N/A 

_tM IXL197 FOR SICNATORlE2 

aeview veajired Per WW-QH-3A in 1Lo krylewe - Signatue Irdicates. Aprovat 

aswc.feVad~erriaKd Coewoled 

kuwar htsuuwdo o3 (XI 4 - / 

ps[ ~WC X] [ Approved per OGC .2 - 9(- f-5 

Ltega - on"Coimal [X] [ Appr-oved per OGC '71o, 

Appra~d T~ewV~uieywptCned 

Veteoweeti o btowShosa Pyggron U X) 1k 

wmic f* 7;9&ee 4//# 

Dow 

[X] 

Information wrfofm to atl amlea~ ren~fts. The obove infrriort is certified to be correct. 

ir t!L IIPOWIAT2ON RELEASE ADMN2NTRATIONd APPROVAL. STAMP 

M*Ia~w Assabe 0 brwed Audisimte 1X) (I St"is I sa."d balers tolemea. Raasis. cemntirr upon roeekt~n of 

Atuthr/tequestor CPrlftedfhlIvtuwq0 Datea5 *I 

EG Erpenbeck 3A4(/a: Z~1 

(3Intenet [) sponsor [X] Exterwe .CVS.t'fu 

xespomfil "Pner Curltra/stpiture) Dute 

SR Briggs -s .5~ bete tweet Led Date Disamprved 

C-e/1) WF04Best Available Pr 

933-1354'OT 

C-3-f08Cuuv

WHC-SD-W025-RJPT-OO1, Rev. 0 

SUPPORTING DOCUMENT 1. Total Pages 1 7 

W-025. ACCEPTANCE TEST PROCEDURE 

WNC-SO-W025-ATP-001 

rey ords6. Author 

ATP 

avelEG ERPENBECK 

oraiainCag Coca 

24950/[FZBS 

7. Abstract 

THIS AT? HAS BEEN PREPARED TO ESTABLISH FIELD TESTING PROCEDURES TO DEMONSTRATE THAT 

THE ELECTRICAL/INSTRUMENTATION SYSTEMS FUNCTION AS INTENDED BY DESIGN 

8. USKI Of DOa.DENT Thi a docmen ~speaed use 10. RELEASE STA04F 

U.S. bapervownt of Enaru "~ Its XwTM: is to 

only to perform, direct, or Int "tr under 

~ o gr motr~acts. This t is not approved 

A~vyThis ,since It to traoettted In 

~Vi.of patwit cleer~ avaista~ In confidtwe solely 

I' -er I pe~a se 

o uner a - rts wiithl the 

Its isifents is* diawminatad or Puposes other than 

2m 

,t upo reqs.frointhe ta:ot cam", . epwrwn OFFICIAL R ELEASE(> 

PZscwxx - This report wapepred as anacout f or 

ed Wom arcy of the untdstates Goverresit. wof th DT APR 0 11994~ 

sepo nor Os w of their contractors, sicontractmr or theiri 

septyes : m~ks@ any warranty, wwasst or* ioptiod, or aswangs aew -.61_____________ 

Legal liability or resposibitity for the accuracr, cooptetaness, or 

any third party' usne or the resuLts of sujch Lao of any inforsiatimi. 

apparetin, pr. t, or prcs islsd or repesets that its ase 

would not Iniringe privately owie rights. Ref erence herein to any 

specifi . cids p*od'ot, process, or service by trade nw 

trdark, a aufctirer, or. otherwise, dos not1 necessari ly 

mwttilt or iaply its w~arswoont. rece~tion, or favoring by 

the united States Governsmant or any agency thereof or Its 

cmntraectors or subcontractors. The views ard opinions of authors 

expressed herein do not rweasasilly state or reflect those of the 

unilted states coverrnt or an gnythereof. 

&-&W~OOO 7 3 (11191) CEF) WIE124. 

933-1354 C-3- 109

WI{C-SD-W025-RPT-OOI, Rev. 0 

ACCE? JVCZ TEST 

RO =-DURE NO. WFC-5D-W025-ATF-00l. REV. 2 ZATE ITN5/4 

Z- L 3Tr j 7 NSTI"-Z NAIO/LMECRICAL 

L0"C-A.T71 N 200 WES7, 

FRJE= .- usmz W-=2- WORYK OR= 73D 

PROJECT TITLE vf>AW LkAND DISPOSAL A~lr-Y 

Prepared By 

COLDER ASSOCA&TES INC 

Redmond, Washington 

ORIGINAL 

For the US Deparment of Energy 

Contrct DE-ACO6-89RL11615 

Rev 2 

T-tST PROCEDURE A"ROME 

COLDER. ASSOCIATES IN~C 

. O riginator "aerDt 

?wofect Marager Date QAM grDate 

WESlTINGH!OUSE HANFORD COMANY 

Projecks epaitr~nt Date$ Assurncee Date 

Programs Date OPerations Date 

933-1354 C-3-1 10

WHiC-SD-W025-RPT-0Ol, Rey. 0 

CONTENTS 

I.0 PURPOSE OF TH E ACCEPANCE TEST 

2.0 REFERENCE DRAWINGS AND SPECIICATIONS 

7-1 DRAWINGS 

2.2 SPECIFICA.TIONS1 

3.0 RESPONSIBILITIES1 

3.1 WHiC PROJECT ENGINEER1 

3.2 TEST DIRECTOR 2 

3.3 WITNESSES 3 

3.4 RECORDER 3 

3.5 CONSTRUCTION CONTRACTOR 4 

3.6 OCCUPATIONAL SAFETY AND HEALTH 4 

4.0 ACCEPTANCE TEST PROCEDURE CHANCE CONTROL 4 

5.0 TEST EXECUTION 5 

5.1 WITHOUT EXCEPTION 5 

5.2 WITH EXCEPTION/RESOLVED 5 

5.3 WITH EXCEPTIO1,VOUTSTANDIhNG 5 

6.0 RECORDING AND RESOLVING EXCEPTIONS 5 

6.1 GENERAL 5 

6.2 RECORDING 5 

6.3 RETEST/RESOLUTION 6 

6.4 APPROVAL AND ACCEPTANCE 6 

6-5 DISTRIBUTION 6 

7.0 TES CONDITIONS AND EQUIPMENT REQUIRED 6 

7.1 GENERAL 6 

7.2 EQUIPMENT REQUIR~ED 7 

8.0 ELECTRICAL HEAT TRACE SYSTEM 8 

8.1 VEEPATURE SENSOR 8 

8.2 HEAT TRACE CABLE 9 

9.0 TRANSDUCERS AND METER/CONTROLLERS 9 

9.1 PRIMARY SUMvP 9 

9.2 SECONDARY SUMP 11 

933-1354 C-3-I1 1


CONTENTS (cont) 

10.0 PtLw TESTS 12. 

10.1 INqTL. CONDITONS 12. 

10. PREM4ARY SUBMERSBLE PLTMI? (W5Pl)r- 

10.3 SECONDARY SUBMERSIBLE PtJM (WS2) '14 

10.4 PRIMARY SLWM SELF-PRIMNG PtY1a (W573) 14 

10-5 FLOWMETE CALIBRATION 2 

10.6 SPARE PUMPv TEST 16 

11.0 LEACHATE STORAGE TANK 1b 

11.1 LEACHATE STORAGE TANK PUMP (W5P4) 16 

11-2 HIGH LEVEL FLOAT SWITCH (FS3) AND LIiT SWITCH (LI) 17 

12.0 BUILDING POWER AND LIGIrNG 17 

121 BUILDING POWER RECEPTACLE 18 

=2. BUILDING LIGHTING FDCTLTRES '18 

12 AREA LIGHTING FDCTURES 1b 

124 CONTROL PANEL HEATERS 18 

APPENDX A TE.ST DATA FORMS 

933-1354 C-3.:112.

Cj C 71 fi 


ACC9UPTANCE TEST PROCEDURE 

RMW TAND DISPOSAL FACIT27 

1.0 PURPOSE OF TEACCEPANCE TS 

This acceptance test procedure (ATP) has been prepared to establish field testing 

procedures to demonstrate that the ElectricaVlnstrurnentation systems function as 

intended by the design. 

20D 

REFERENCE DRAWINGS ANT) SPECIFICATIONS 

21 DRA WINGS 

H-2-131585 I OF 1 Leachate Collection Tank & Piping 

8-2-131586 1 OF 1 Sumnp Pump Details; 

H-2-131587 I OF 4 Electrical - Control 

H-2-131587 20OF 4 Electrical - Tank k Control Bldg. 

H-2-131587 3 OF 4: Electrical Site Plan 

H-2-131587 4 OF 4 Electrical Details 

2.2 SPECICATIONS 

WHC-S-04 

Radioactive Mixed Waste Land Disposal Facility, Non-Drag-Off, 

Technical Specifications. 

3.0 RESPONSTBITIES 

Each company or organization participating in the conduct of this AT? will designate 

personnel to assume the responsibilities and duties as defined herein for their 

respective roles. The names of these designees shall be provided to the Recorder for 

listing on the Recorder's copy of the Test Execution Sheet prior to the performance of 

any part of this AT?. 

3.1 WEC PROJECT ENGINEER 

ILI. 

Designate a Test Director. 

3.1-2 Act as liaison between the participants ini acceptance testing. 

3.1.3 Distribute the approved testing schedule as soon as approval has been 

obtained (one or more weeks prior to testing). 

933-1354 C-3-1 13

WIIC-SD-W025-RJ'T-O0l, Rev. 0 

3.1.4 Schedule and conduct a pre-AT? kickoff meeting with test participants ont 

or more weeks prior to start of testing. 

3.1.5 Notify the pernsons performing and witnessing the test two days prior to 

the start of testing. 

3.1.6 Notify all concerned parties when a change is mnade in the testing schedule. 

3.1.7 Sign Test Execution Sheet when ATE' is approved and accepted. 

3.1.8 Take necessary action to clear exceptions to the ATE'. 

3.1.9 Sign Exception Sheet when exception has been resolved. 

3.1.10 Provide a distribution list for the approved and accepted AT?. 

3.2 TEST DIIECTOR 

3.7.1 Coordinate all acceptance testing 

32.2 Distribute all documnents including completed AT?, exceptions, resolutions 

and ap-provazs. 

3.:L3 

3Z24 

3Z25 

Confirm that field testing and inspection of the system or portion of the 

system to be tested has been completed. 

Stop any test which, in the judgement of the Director, may cause damage 

to the systern until the test procedure has been revised. 

Obtain revisions to the ATI?, as necessary, to comply with authorized field 

changes or to accommnodate existing field conditions. 

3.26 Evaluate recorded data, discrepancies, and exceptions. 

3 .2.7 Obtain from. Golder Associates Inc (G-A]) any information related to this 

ATE' or changes r'ecessazy to clear or m-olve objections. 

328 'Sign Test Execution Sheet when AT? has been performed. 

3.2.9 Sign Exception Sheet when retest has been executed and accepted. 

3.2.10 Obtain required signatures on the AT? Master prior to reproduction and 

distribution. 

933-1354 C-3-1 14

W7HC-SD-W025-RPT-OO 1, Rev. 0 

3.3 WITNESSES 

Witnesses shall be provided by participating organizations. 

3.3.1 Witness the tests. 

3.3.2 Evaluate results of testing; 

3.3.3 Assist the Test Director when requested. 

3.3.4 Sign Test Execution Sheet as a Witness. 

3.3-5 Sign Exception Sheet as a Witness when retest has been executed and 

accepted. 

3.3.6 An Acceptance Inspector will witness the test for the Design Engineer. 

3.4 RECORDER 

The Recorder will be provided by Colder Construction Services. 

3.4.1 Record names of all designated personnel on Recorder's copy of AT? prior 

to start of testing. 

3.2 Observe test3 and record test data. 

3.4.3 Sign the Test Execution Sheet as the Recorder. 

3.C.4 

Initial and date every test step on the Recorder's copy as it is completed, 

next to the step number or on a table, when provided. On tables where 

there is not room for both the initial and date, date may be entered in 

space provided at bottom of column. 

3.4.5 On the Exception Sheet record objections or exceptions and test steps 

which are not performed. Have the information transferred in ink or 

typed to the Master of the Exception Sheet(s). Additional Exception Sheets 

are to be added as needed. 

3.4-6 Orally notify the Test Director at time the objection is made. 

3.4-7 Assign page numbers to Data Sheets and Exception Sheets, after AT? is 

complete. Record page numbers for these itemns and make corrections, as 

necessazy, to page numbers shown for these pages in the index. 

933.1354 C-3-1 15

WHC-SD-W025-RP T-O0l, Rev. 0 

3ICS 

Transfer changes and the final test results with Recorder's signature and 

dates for each step to the Master in ink or type. Submnit the completed 

Master to Construction Document Control for approval signature routing. 

Also submit the Recorder's copy for record retention. 

3-5 CONSTRUCTION CONTRACTOR 

Organize and perform this acceptance test under coordination of the Io-:t 

Director. 

?.52 Confirm that all eq'Jiprnent requ~ired for performing this test will be 

available at the start -.f testing. 

3.5.3 Provide equipment required for perforrming this acceptance test, which has 

not been designated as being provided by others. 

3.5A Request in writing frow. the Project Enginer those services, materials, or 

equipment that have iisen designated as being supplied by the DOE or 

others. 

3.6 Oc:'t=?AtIONAL SAFETY %'ND HEALTH 

Individuals shall carry out their assigned work in a safe manner to protect thernselves 

anti others from undue hazards and to prevent damage to property and environment 

Facility line managers shall assure the safeiy of all activities within their areas to 

prevent injury, property damage, or interruption of operation. Performance of test 

activities shall always include safety and health aspects as delineated in the most 

current version of the Federal Occupational Safety and Health 

Admninistratior~ashington Industrial Safety and Heath Act (OSHM/WISHA) safety 

health codes and standards. 

4.0 ACCEPTANCE ]151 PROCEDURE CHANGE CONTROL 

A.zeptance testing shall be conducted in accordance with the steps, and requirement% 

spe-.if led in this procedure. Any required changes must be authorized in accordance 

with approved change control procedures for thi project and promptly accomplished. 

P,-.rttdure changes during testing must be approved by the WHC project engineer, 

WIRC quality assurance, and the CAI inspectar (via initials). The GCS recorder shall 

note these changes as exceptions (see Section 5.2), provided that these changes do not 

affect safety and health. The changes shall be incorporated in the final acceptince test 

report. 

933-1354 C-3-1 16

S 1 117 - 


5.0 TF5TEEIO 

5.1 WT7HOUT EXCEMTON 

5.1.1 Check appicable space on Test Execution Sheet to show that the AT? has 

been performed and M~ exceptions have been recorded. 

5.1.2 Sign and date Test Execution Sheet in the spaces provided. 

5.13 Distribute requisite copies and send master of ATP to the WIIC Project 

Engineer. 

5.2 Wfl7±- EXCITON/RESOLVED, 

5.al 

5az. 

Check applicable space on Test Execution Sheet to show that the AT? ha: 

been performed with exceptions recorded and resolved. 

Sign and date Test Execution Sheet in the spaces provided. 

5.23 Distribute requisite copies and send master of AT? to the W1{C Project 

Engineer 

5.3 W1T? EXCETIOlWOUTSTANDING 

5.3.1 Check applicable space on Test Execution Sheet to show that the AT? has 

been performved with exceptions recorded, in part or all of which are 

presently outstanding and unresolved. 

5-3.2 Sign and date Test Execution Sheet in the spaces provided. 

5.3.3 Distribute requisite copies and send master of AT? to the WHC Project 

Engineer. 

6.0 BECORMCN AND RESOLViNG EXCE=ONS 

6.1 GENERAL 

Exceptions to the AT? are sequentially numbered and recorded on individual 

Exception Sheets. This enables case-by-case resolution, recording& approval, and 

distribution of each exception. 

6.2 RECORDING 

621 Number each exception sequentially as it occurs and record it on an 

Exception Sheet 

933"1354 C-3-1 17


-- zr:- :raz=e inc d~r ~.-- o eachn =ao. 

as pla ed 

a ao. 

&.11 When action taken results in an acceptaie rates-,, sipp and date Retest 

Execution and Ac~tp-mrice sec7:on of the Excevron Shee. 

6.= 'When action taken does -tot invoive an accevzable retest, s~ike out the 

Retest Execution and Acceptance section oi the Exception SCheet.- Resolve 

excepion as shown under i4. elow. 

e.4APROVAL ANZ kC=.ANC-= 

nhe Wii!-C Project Ent~neer provides 5nrai approval andi accptace ci excrt~drns Zv 

checkirt- one of the follow*Ing on Excepton Sheet: 

~. .! Retest App~roved and Ac-ept-rd: Apvi5aie when Ratest Execution =dc 

Aceorance sec-,cn i.s zrnpietec. 

Ctiie- Recuires demiled ex 

azon. 

ne P roject Bn~neer simis and 6ates --he -:x-cevtien sheer and 

approvals, ii-qurd 

= ther !nten--.al 

Dibuite reqiste copies of completed Exception Shet to NViC pezonnel and 

departmnt as directed by the WHC Project Engineer. 

7.0 1EST CONDITONS AND -EOtTUIENTL EOUR 

7.1 CENERAL 

The fo~owing conditions shall e~dst at the start of the acceptance testig for Utha 

pordon of the system being tested. 

933-1354 C-3-1 18

WH-C-SD-W025-R.PT-OOI, Rev. 0 

- Evsie.- -tc Iave ,eer. ea-ed : c a~hi and .-:r 

7. 3 rower is availabie orriene-z~ zr svTe-ts er'e: 

7. 1.4 C~ntinuity tnts of instumentaton wirng have been pe-*r-n-- ': 

accordance with tec:-n-ical speci doncrs W-HC-S-U5, !ate-st :evision. 

7.1.3 U test insmrent have a valid calbratior stz~o attached that incdiates a 

cxilbrazon. =ceabie to the National insitute ci St.ndardz and Techolog-vy. 

-viethoc:3 ci water disvesal used in 'his AT.? have been inroved by the 

* a1iies aN~age~ent 

?e~ne resonfl -or. di--=.n w essir- inc pe-o'='n- zh tz 

4ec=ibed -:n this A":?- are xizmla with --he *tiprnenr zo -e tas-ec.. have 

.!eee the vendor iiraron Pertamnsn to the aperazon cr zhe 

eciirmenT. and are faiz' withn the requ~ien.e-n= ci this act-rpance zest 

LQt2 

Vaue =e- to si:Liate ~rcs inve (such as water ieveis Ml. ZZ . 

- S-.. et,-) and alaxm condors -or eccd.cn zi Awill '-e 

zrovided by the Desin Zn~een- 

XNfE-N7 R EQ LR 

* .e Cori.nc~r shall supply a.l testr -ec=i nen: uies &ez-wise ncteci. 

7 - a Seven shorting umper wih ON-OFF swith, 14-gage wire, 12 inch 

approximate length. 

7.23 Clamp-on Ammeter (COA): Scale 0-6 amp. 

7Z.4 One highway water tanker, 5=00 gallon capacity, with dischare capability, 

with comparable 1(AM-VALOKC 

flttng 1673-A, 3 inches diaxneter. 

933-1354 C-3-1 19

WHiC-SD-W025-PT-0l Rev. 0 

444IC -5D-W025ATP;OW1 Rev. 2 - 

7.2.5 Water level transducer (WE.1): D-10 psi, precalibrated with sufficient cable 

to reach from primary sumnp to control building (apprwdxnately 2W0 feet). 

Alternatively, a water level indicator or other measuring device as 

approved by the Project Engineer may be used, provided that real-time 

communications with personnel in the control room are established. 

.2-6 Measuring tape, measuring rod, folding scale, or equivalent 6 ft (r. n.),+1 

0.5 in. 

7.2-7 Dry Ice (summer only). 

712.8 Hairdryer or equivalent forced air heater (winter). 

7Z29 

Water Container (oarrel), 60-inches deep niinimurn. 

7..2 10' Receptacle Tester- H"ind-held device which verifies correct connections of 7 

receptacle and simulates ground-fault condition. Ideal *61-051 or equal. 

71.11 Valve for pump discharge line. 

72.t2 Pressure gages for pump discharge line, 0 to 50 psi range (valved) and 0 to 

200 psi range. 

8.0 LCTRCa6L~f-:A .{ CE SY9MM 

Th~is procedure will demoristrute the correct functioning of electrical heat trace system 

and the temperature sensing (thermostat) devices. Verify and record the following: 

8.1 TEMPERATURE SENSOR 

Record all data on Test Data Form 8-1 (see Appendix~ A). 

8.1.1 Energize heat trace circuit (close breaker B8). Disconnect the power 

conductors to the thermostat 

8.1.2 Visually inspect the sensor and contacts for damage. 

8A.3 Using digitl multimeter set to measure resistance (ohms), place 

connections on opposite sides of thermostat contacts. 

8.L4 Coot or heat (depending upon =terior temperature at time of testing) 

thermostat sensor to simulate outside tempenature changies. 

933-1354 C-3-12D

WHC-SD-W025.RPT-O0l, Rev. 0 

8&1.5 

&.1.6 

Observe rnultimeter output during testing. When simulated temperature of 

thermostat is above 40" F (approximately), the resistance should be high 

(above 500 ohms), indicating tha the contacts are open, When the 

simulated temperature is below 40' F (approximately), the resisance should 

be low (below 2 ohms), indicating that the contacts are dlosed. Verify both 

conditions. 

Remove meter connections and reconnect power conductors. 

8.2 HEAT TRACE CAKLE 

Record all data on Test Data Form 8-2 (see Appendix A). 

8.2. Energize beat trace circuit (dlose breaker B8). 

8.2.2 Manually force the contacts on the thermostat closed. Measure the current 

in the conductors to the heat trace cable using COA. Current should be 5 

amps minimum (note: current is dependent upon temperature of heat 

trace cable. The current will increase as the temperature of the cable 

decrease). 

8.23 Mantually force the contacts on the thermostat open. Measure the current. 

in the conductors to the heat trace cable using COA. The current should 

be less than 0.1 amps. 

9.0 TRANSDQUCERS AND METER/CONTROLLERS 

This procedure will demonstrate the correct functioning of the level transducers and 

the associated rneter/controllers and relays. See Figure I for definitions of water levels 

and associated pumps and relays. Verify and record the following. 

9.1 PRIMARY SUMO 


9.1.1 Remove power to pumps W5PI and W53 by opening circuit breakers B1 

and A7. 

9.1.2 Through the vertical riser pipe, install the water level transducer (WLT) in 

the bottom of the primary sump leachate collection well with remote 

readout in the control building. Verify that the reading is equal to the 

water level in the sump (if any), as measured with a tape measure, 

measuring rod, or similar device. Alternatively, measure the water level in, 

the sumnp with the water level indicator and calculate the depth of water. 

91 

933-1354 C-3-121


pomp an vft d1 

WL 

Wlaim LOWI C2 

Vdoi dut pipe 

%Ir Lawu D3 

CR4. vanx =aIdun 

pwup of wth bfbg WI. 

Pftwy wimp wandsoz. 

Lu. aws IoiM~_________Side 

sicos., 

dwt pipe 

~ a!PrimarySump 

Ww LOWs D$_4 

-& CM. "M s 

gWL 

U~bY CH3.Uftn 

rietpip,. 

h&ISL. ... .SecondarySump 

Note: Indicated rlays are energized and float swtches 

closd when water levels ame aOwe Wdlcaed elevations 

Hipu 1. Water Level Definidoms 

OW3 135V 49332r3.2894 

9334354 C-3 122

VM{C-SD-W025-RPT-001, Rev. 0 

z ~ .in±mi VIE 

a3.L 

-- -~&.A =a--ew as r==-e=- 

*_ if the water.3J 3 C~C.... 

relas a de e~ and 

(enerozezj bry observing the LED on each~ reiay. t/' .~44 

9.1Z Bezi adding potale water to the prbary simp through the ver= :iser 

pipe- Add water at a uniform rate 3,o that the rise oi the water level in the 

leachate collection well is no more than 2 !ce/rilnute. Take car to 

avoid ecmive turb.lance durinS EIfng. if necrsax:-4 s5,o: 52ng at 2-irnch 

intervals and allow the water level to s=bI=e Record the actual =se in the 

sum= level and on the Pdma:v SumDo Lxvei Meter at 2 Inch intervais. 3ath 

readigs tO should be witiin ! nc Conue throug-out 

Continue addina watr to primzarv suzin. Obserre relay ~. ei e- 

ener~ied when the level indkaed byv WL7 reachft 'LW' 

Continue adding wawte r bouna.-v su. Observe -a =' C4 being 

de- ener~bed at level M and Meay ' ein enec-, e--d at level =. S top 

-. ~ - =~~.rr at :he acaiW water evel, and ?:tarv 5==~ Ivel 

Within 1-7,- 1 inch. 

ueerax 

M=~aUallv Ift Isimulare Overaton) the high level ilcat cn the vr r st~zv 

verd=1 riser ficar sw=; Veri:fy that relay 0.3 is trner;ze Lzwer e 

float anid ver~v tha meay t3 is =e-ene: ed.- 

Record ail data on Test Data Form 9-2 (see Appendbc A). 

9-7-1 ft~m? the secondary sump to below level =-- Remove power to pump 

WSPZ by opening circuit breaker B5. 

9= Verify that relay CR5 is *of (de-ener#=d) and C.6 is *on" (energized) by 

observing the LED on each relay. 

933-1354 -C-3-123

WHC-SD-WO25-RPT.O1, Rev. 0 

wa.~r-~ siwrv te f w almr~ and miaruaiiv =dzra:e 

z.~cn. A 

I-. =i Txr;=n shee. 

z r&jrlO.~~xU~ and~~' zm e na? ~ .v~~ 

should be near D- 

-'..5 ,dd water in incements as dklec=* by the Tesz =ize=r -o5-=casump 

via the secondz1y Slope -iar plot. Record :he volume -. z 

added to the sump. Wait 2 :rzinutes after each inc-ement of water, and 

record the secoridazy ==m~ level mieter readlng Verify that the seconda,- 

su.mp level meter readig inc:-zses as water is added. 

-. 9.16. C~tinue adding water in in===n= and Obser've that relay =R6 is deener~i.ed 

when the level is "DS- and that =- is enerped whe. t.e !eve! 

is LS- S to= nsum:. 

Thijs vrocedure will demons~ate the crnec-Itntonizg of then=ums anid ass.OcAzec: 

~ro~.See Figure I ior de~ritons oi water leveis and assodated Pumps xac riavL- 

-cr .7tz=-s W-=i:?. W-=? W X3 nCE W-=P. MCiSUle the Mhs cu.-t =no 

~ ?~msz . Record "this trdrmadorn on~ the zoa of he da= 

!0-2., I0-3, 110-L !I-! -.eecveiv. Verif -dat mio= overicad Zievices ame sie-m 

* Prior = Cescig zumos. verify ttat reav Z fl,1ug =.r,~ is -,e~ 

R.ecord zZ dam on 7 en D= :C-' .see Aeni Xj. 

~~rSim! 

This testin should bcjm with water in the ptiniaxy sump above level D2. 

Verifyf the following canditians on. the conrol panek 

a.. C1 is ener zed 

b. CRZ is d-nzzd 

d. CR is d-ered. 

e. P=mP fau light for the primazysubmesIble pump is on. 

L. The roof -t-=m Isht is or. 

g. The panel lights assodited with relays o A 

933-1354 C-3-124


.U= Mvel -w-.-- .=-n~r~--m 

=1%.5 Zane-" IS 

b. CR6 !s deezw~zed 

r- ?mp failure Ight for the secoridazv 3ubmreibie nuxn? :s on.. 

d. The root alazm liht Is an. 

e. The panel light associated with relay CIS is on. 

io02 r.RJIMRY StI3NO-11MUL M?tJv (15r.) 

Record all data on Test Data -.-c= 10-2 (see Apoendix Q). 

0. I : 

The swit& on the c=nzol, :Ywel for te 2umo shotuld be in the "zff 

positon. Close dr=.it breaker 31. 

1O_--I Turn the 3witch for the ?-znazy Submesibie ?Urnp -, the 'band7 vesitior 

lO.Za Verd~r by direct visual observation tat water -:s being pumped m the 

su=m in the storage rnl 

tVeriv thaz te Ni4 :iraiz back scianoid valve (W34) is -:sed e). 

*r~ '~ Ver tiar -the associaed p~ lii is orL Run the ~m n h 

CI71r SU is zi-i e -,*WthC g 

. a :- - 

4 .~ 

1C.:-i Turn swit on ==wr =noiler = "aummark' pcs cr. kdd wacer 

V.nr sumv =TO1 hi 

irv i ?~maV yz~. 

107- Verii that the vu=~ scz~ =totafzaly and that the pump run lgtis 

10.2- Vezify by direct vinzal observation that water is being pumped from the 

sump into the storage tandc. 

10.2-9 Vrify that when the water level in the nunp reaches low level (water level 

DIrelay R2 is en ergzdad f pp is automatiall~ shut oE. 

10.2-1 Add water to the prhmvx sump to above level Ot Manually lidate 

operation of 71mer Th{I and verify that the pump is automoaticafly Tsz-ted. 

933-1354 C-3-I 25

WIHC-SD-W25RTO1, Rev. 0 

-I=. is n-. 10 acrs -r= us-%g i 

:s :-~zzfv o andC m:e --h oci aaim !3 

a =m me 7L rea n~ r- me wi T 

7=--Tn the switch on -- e =.rS-x- 

lie 

Record all data on Test Data Form 10-3 (see Aopendix A). 

Repeat MStp 10=. thz~zgh 10=2. uind jexe for the secondary subme.-ibie 

pumnp, addin- water to the secondary s%== thrcitgh, the secondary thier pir e u~ 

reouirer-L 

itecord all data on Test Dar Form ' D-- (see Appendix A). 

The switch an the cori~i panel ior pun= W~rS sihould bPe in zhe cH 

vasidon. FM the =rbwv sump with water to above level Z2. C zse 

adcuitbrikO. 

7urn the switch on the conzl =-=l to the Ihand* :Ps.r 

*MA~i Verif by ciiec: visual obscmation that the vu= is narminr and :hat 

watei is'being ?u e -:r= the sum= !rmthe leachate storage =.ana- 

MIL4 Veryv that the *=rnp run" gti n 

'.0.4.5 

Verti, overadon f=r one =ijnuw. 

IC04.6 Tum the sw cc the ccomr~ k t~o~ d te *aumaze pebn. Ada 

water to the UV? to above levei W. 

XC.7 

Manually me the high evel vera ismer float switch to simulate high 

water condctiars 

10.4.8 Verify that the pump is autonuaally started. 

10.49 Verify that the puznp continues ruing urt the water level reches the 

low level vertical rmsr Beoat switch (water level M3, when the pump lzi 

atoaial shut Off. 

4 A' 10.4-10 Add water to the primary sump and perform stp;11rti pump. 

t~4~ SteA~~~ ti 

933-1354 C-3-1 26

WHC-SD-W025-R.PT-001, Rev. 0 

WHC-SD-W025-NTF-00I Rev.-2 

20.5 FLOWMETE CALIBRATION 

Record all data on Test Data Form 10-5 (see Appendi~x A). 

I 10.5.1 

F 

Disconnect the 3-inch-diameter discharge line at a convenient location 

between the 3-ich flowrneter and the leachate temporary storage tank. 

10.5.2 Position the water barrel (empty) so that it will collect all discharge through 

the 3-inch flowineter. 

1 10.5.3 Verify that ball valve W65 is open and ball valve W66 is closedl. 

1 10.5. Record the readlings of the 2-inch and 3-inch flowmeters on Test Data Sheet 

I 10.5.5 

Verify that there are at least 200 gallons of pumpable water in the 

secondary sumnp. 

10.5.6 Energize the secondary submersible pumnp until at least 50 gallons have 

been pumped into the barrel. De-energize the pump. 

I 10-5.7 Measure the depth of water in the barrel and record on Test Data Sheet 10- 

5. Record the readings of the 2-inch and 3-inch flowmeters on Test Data 

I Sheet 10-5. 

I 

10.5.8 Empty the barrel and reposition to receive the discharge through the 3-inch 

flowineter. 

10.5.9 Energize the secondary submersible pumrp until a constant discharge is 

I 

achieved (determine by visual observation). Irrmrediately de-energize the 

pump. Wait 60 seconds. Repeat tis cycle 9 more times (total of 10 cycles), 

I in each cycle energizing the pump for the time determined in cycle 1. 

However, do not allow the barrel to overflow-, repeat the cycle fewer than 9 

times if necessary. Record the number of cycles and the cycle time on the 

I Test Data Sheet 10-5. 

I 10 5.10 Measure the depth of water in the barrel and record on Test Data Sheet 10- 

5. Record the readings of the 2-inch and 3-inch flowrneters on Test Data 

I Sheet 10-5. 

I 

10.5.11 Empty the barrel, empty the secondary sump, and reconnect the 3-inchdiameter 

discharge line between the 3-inch flowmeter and the leachate 

temporary storage tank 

933-1354 C-3-127

WHC-SD-W025-RP'T-0O 1, Rev. 0 

110.6 SPARE PFlvP TESTS 

Test spare pumps at the ground surface to verify that they function. Test submersible 

pumps in a "barrel" that allows complete immersion. Record all data on Test Data. 

Form 10-6. 

1 10461 Install the valve on the pump discharge line to simulate head. 

I 

10.6.2 Install the pressure gage between the valve and pump to measure the 

head. 

I 113.63 E-nergize the pump and allow it to achieve steady state conditions at a 

pressure of approximately 90% of the maximum effciency discharge head 

as shown on the manufacturer's pump performance curves. Measure the 

volume of water pumped for at least 30 seconds. 

10h6.4 Repeat the test with the pressure set at about'1107o of the maximum 

efficiency discharge head, 

13.65 Repeat the test with the discharge valve closed to determine the "shL'toff" 

pressure. 

10.6.6 Repeat steps 10.6.1 through 10.65 for all spare pumps. 

11.0 LEACiA-TE STORAGE TANE 

This procedure will demonstrate correct furnetioning of the transfer pump and controls 

associated with the Jeachate storage tank. 

11.1 LEACHiATE STORAGE TAMK PUAP (W5-4) 


Verdy and record the fiolowing- 

112I.1 Verify that the storage tank is at least 25 percent full of water. Turn on 

cwut breaker Al for the PUMP- 

111 2 Using the DWvM measure the voltage at the motor terminals (TL, TZ. 73). 

The voltage should read 0 between teiminals T1 & T2Z T2 & 73, and 

between TI and the metal frame. 

1-.3 Push the "start' pushbutton on the motor stater. Verify that the rnstor is 

operating corretly with proper rotation. Verify by direct visual 

observation that water is being pumped firm the tank 

933-1354 C-3-128


11.1.4 Using the DMMv, measure the voltage at the motor terminals. The voltage 

should read between 460 and 500 volts between terminals Ti & 72 and 

between terrmials 72 & 73. 

11.L5 Continue pumping for 2 minutes mninimuni. Push the "stop" pushbutton, 

and verify that the pump stops rumning. 

111.2 HIGH LEVEL FLOAT SWITCH (P53) AND LM~IT SWITCH CUI) 

Record all data on Test Data Fornms 1-2A and 11-2B (see Appendix A). 

1121 Observe that the red "high tanik lever" light on the control panel is off and 

that relay CR7 is de-energized. Disconnect limit switch L1. 

11.Z.2 

Fill the storage tank with water to above the high level. Verify that FS3 

operates at the selected "high water" level. 

11273 Observe that relay QC.7 is energized and time delay is functional. 

11.24 Observe that the red "high tank levelr light on the control panel is on. 

11215 Observe that the roof alarm light is on and time delay is functional. 

11Z6 

Verify that the submnersible pumps and self primazy pumps will not 

operate (3 pumps total) by temporarily turning the appropriate control 

switches on the control panel to "hand" position and observing that the 

associated "purmp run" light does not come on. 

11-.-7 Lower the water level in the tank and observe that FS3 returns to normal 

condition (repeat step 11). 

112Z8 

Reconnect limit switch Li and disconnect the high level float switch FS3. 

11.Z.9 Repeat steps 11.2. through 1127 to test Li. Record all data on Test Data 

Form 11-2B (see Appendix A). 

11-210 Reconnect high level float switch FS3. 

12-0 BUILDING PgVWER ANT) LIGHTrNG 

This procedure will demonstrate the correct functioning of control building power and 

lighting, and area lighting. Verify and record. the following.- 

-17 

933-1354 C-3-129


LEFT BLANK

WHC-SD-W025-Ryr-O0i, Rev. 0 

V, N- C ?CW s-RE=- . 

P.= 

tha 

-eceV-x:!e-i 

'? =h the btn an :he i-e~p o ur. _-Aus .auiil !nh-;e L=~-u. 

CUrrnt ino the rec-0vtae. Vexiiy that the moom-ie ground =a~i ey'. 

tnis. Veri;y that the outlet is now de-ener;zzed (observe that all --e !:,# 

on the tester ar now off). 

12.1.3 Reveat Stev 12.1. ior the other oute-, 

122 =LNG UGrCtrNG FXM7RS 

rdall daza an Tem Data Frormn I". 

(see- Apoendb: A). 

LU n Uot swit~i r i==- in the CflnO Suilg Observe z'.ac ct:- 

2uaec_%-nt bumos are ~MuznawcL 

Kacord all daz on 7C Dat For=n 13 (see Appeidbc AL. 

Czver :he swrs oi a[I ;phocil W siulae d=6=e. Obse-re t ar -he 

agi-I= aze- au~iadIoay tured on and Muminaed to :UZ I~#7~e5S 

Cbserve the overadon ai :he eior 5=esa _:: miut inltera-s zver a 

I11.4 CONRCL PANEL. HEATS 

Reav coes rom~ phwce 3eseoi! Verify dwa aAl 5=m tumn cuff- 

Record all data on Test Catt worm 124 (see Appendbc A). 

C 

4,j12-461 Turn thermostat art heater h CantmL ?ane off. Verify that heiter is at 

ambient Uariperatturoe Wait for-heater to coal if necesary. 

IZ46Z Tun thermocstat utl it eneriu Verifyf that heater becom~es Warn=. 

R~p~a~ rtC ~PeFor iz 

933-1354 C-3-130

W;HC-SD-W025-RPT-OO1, Rev. 0 

ENGINEERING CHANGE NOTICE5 Pt. W02-S 

2. ECN CAN9y (mar ona) 3.Originwr's Nane. Orgasni MS3N. and TohpNo" No. 4. da 

sIaplewiaJ F.S. Shun. Golder Associstes Inc. (206) 883-0777 5-27-94 

't..no'uY 11 W-025 RMW Land Disposal Facility 200W 121 6-W-5 A 

Supedum [ L Omma#ue Nuitmbes COenged by Vils EON 9. Reod EON Nos). 

C~nn1)i 

&Wkmwde &am0 he. &An row.) 4-1-13 IS5 SL I 

10. Flokad PO No. 

WHC-S-045 Rev. Z. Desgn 96840i W-02S-17 NA 

WHC-SD-W025-ATP-O01 Rev. 2 

I IL. Mou1iolin Work 

1 lb.Vi Wspackage i li. Modllobon WoesCorspie I Id. Restored to Original Con6 

No. 

lion (Toenp. or Saandby EON only) 

Iyet t"sI NA NA NA 

END (mk ik. lib. Coo. Ernieor Sgntue & Dub Cog. Eanon Signixabam D ate 

12 Desoc of Change 

EON 

Chang"s to Ptoject W.O= 

owan Drwige 

1. renwing No. 144-1313a&. fev. k ftmrAo piping belan heedowal wen ifastompermy worage. lank as shown an aftacod Dravking 

W7. Major osioens lrwkode fopodlaning flowmebm. aiding rew bell vekh, n4Wactsiang voAm aie. vaJves wtli vacuum a it 

rsionsi vahe (VARY), ai*Ig now VARY. and sidig VARV downt Ses. VA~. "ha be mouiiod on a warical axieuion pie from a T- 

,,, eta" as ahown on Deawaig P,?. The T-oneion wendeon -p shall be Owearro diemehr as toe aaiod dicrtarge 

In.s. The safason pipe &Wa be 4 im long. At the top d t ilareeien pipe. tue mhouers an toon to anach VA~tV. 

(Cwninued on Shaet3) 

IL3 .Jsua1~o (wuk Calbla Change Coa3O 11tr io ofa 

Ae.Fniana Paaw.t cofet f Cona. Enso#Omlodan Cewgn brIorlmion [ 

k o*ot samrmyof flowietomte and powt akiage of banhi. 

14. OlmlbaAon (mdido lean, USIN. en no. at cope") RELSASE STAMP 

W140 DISTR~IBT1N fMO 91O 

Pi~ Res 0&47 (1) LR. Tabei 3-46 (1) JA Moetn S215() 

.LR Mcclee 0047(1) DA PMg T+03 (1) PAO fleadet 3246 ~t, 

Sbdkn 10 AW4 ("I. AL. alrol T4405 (1) WA Hoein EG.41 (I , FICKA RELEASE 23 

DAR. PAN 0-47 4ggei) (1)~o WOOOG (1)hS~ 

K eft"a 0" (1) EmerpsiuotD ~ n 

-Dkrn M.(1) W TE JUN 03 1994 

JL. Deria wo-1(1) .L 1 eneley 3-5(1) .. carn. ASI (1) 

A.7900.013.2 (0S49) 

QE~t 

A-7900-01 3-1 (11/88) 

933-1354 C-3-131

WH-ISD-WO25-RPT-OO1, Rey. 0 


W-0225-025i 1 

15. od Ipo17. esig it 

Schodula Impact (days) 

No 

$aim s mngs $ Doeay 1 

IL. Ohan,. Impog Ren~u "n 111 n1014 dgawmvft (~w *w of*W deamawf idenlad on SW. 1) 

*hd val be dd by lie chmq. di~ n Block IL. Er 1ie dlsd doconact mu.bev In Bloc* 11L 

So= a I' Memo o CM4Mmu 

Aanmn Do-W cokow 0 906004W PAB "u Phm pvsmo 

DAoo c0wo. op-ok U .0 

come 0~ Amon bomods, empo 

so.oe O.& wk& be-ma C" rmw 

COWL AM& . 

"k~ F20 

~~.i 

LI W a 

a" o"~r 60 Aww-~ cm ft em u 

Asm sow, um Apwa Mo." a " c-~- 

A W MI M V O N P w-v s ,',W a A A .D e . S e 

-wo. A.S.. a LIe U@.R aP.Mmkoofaamaf 5 

-wM AWW A& aa 

it. Other Moed DocufetM (N0TM OacimW11 qb d b W I will not be immd by fila ECK.) Signaime e 

kwdcm that f i ging oiganizzadon has been noailed wE o1w dfeld documnts kd below. 

Doosanent Numherfiloewoln 0emimont NumwiP~e~Am@W Oacuffm Number Rawmjev, 

WHC-SD-W-02-PLN-OO1 Rev. 3 

DOEARL-M820, Supplement 2 

2.Appmvala 

sknidre Dow monaw Oats 

Sognx 

tLmN. 

OpFdi & super Seftiome 

Otherd*~ 

___ 

A~cOA 

A79013-3 (MM2) GEFM 

933-1354 C-3-132

WvHC-SD-W025-RPT-OO3, Rev. 0 

Camand born Seaon M2 ~e 1: 

Ohang. 10 Pm~ed W.02 

Spedli~c 

1. Secton 15100, Vmbew Acid now parmiuph: 

*-10 VACUUM4 / AIR RELAS VALVES 

Vaum / I 'i -e-n veb.. what he ooefimd ofvdo~miu masds mnd hanon as boVh air ralwas and wmeuum Weakier 

valve. Vmaua / 4k wle easa -1-. a W" be VA Satin maraiectnrd by Mkiwasco Shwaach Inc (mba PIP), Mi, Lt. ow approved equaL 

Veblins an wubmerit pump Arms sho he 344nch shm. Va n o*Fpulwnft pumnp Ann WWa be 1i4ndi Air. 

2. Seediei 15100, Va~em Add now paragaph: 

,2%11 VACUUM / AJR RELEASE VALVE DRAIN UNE 

Drain 6ns for vacuum / ir "amn vWvme "a be fmdbb 34di-i nylon bibing. capable of supporling nogoh* presase or approved 

equal. Drum~ msn"e 2We not doltor fromn seasonal lomparsmme chargee. rnofisu. exposure to som ansoarhre. a"o. or 

apown I* low leel of ram~on ow to degn 1I. of Ow uvy. (20 yeea). AMemridivly. oainiew sa or viid pisore Wzbng may 

be sawd for drain Ane. 

3. on 15100. Vahiea: Add now poagra*Ls 

4. VACUUM / AIR RELEASE VALVE DRAIN LINES 

A. Aswmh viam ume~m at weke drain Armne s o m 

od piping pilar b binfaing heat foa d houiston. 

S. Vacuums / sit ai drain Ines "lm poeuebf thse soer to end of "s tme pipe. ki a me rnww Io rovidoleas: 

Ow u~m qualry of me3l as odur panevebona Drain kimshe " oxind 3 to 5 %Wt WV ft asoaded dear pipes, 

&-4. HEAT TRAM AND wiNuLlnm 

inam ho Vee mesm ed huuldn mlpipig. e~s.. md sineeqipmet h iree headwaI ard l~ohawa temporary orag. tank 

so ms to prevent Venng. inta In avwdeo wih Seshon IB P"g fto) anid Sewoa IS= (Pi wkion) of lii 

Spadhowlon. 

Change 

to Prod W=2 Accptanc Tost Pmindwu: 

1. Sashon IDA1 Flwinor Wkbraho: Rapmwe in aftely wit sheohe vwseL 

L. Appendix A. Tomeak ft 1o 104: A Mpi-o in oireeuy wit afemd.uaior 

General Commeisi 

on ftsidom 

1. Now bal vale s b meeloem to toquitemarnw tor ha al ws epedred in ECN W4020417. 

2. Slinimas wiel piping amodin w% hoposifoned flowwsre Wul eIh bwialed as reqired me VOW piping am be suppoeftd in amsad 

mud woilonanikn mamws frmmaiwing or now pipe .sppoef. Slainia Woo piping rniAW and rabmalon "i& omdonm to ftm 

r. eqemnts ofa eoen se t ft ppneyftwon .n156 sooomnewl 

flsSeIo 

4. Submd Wnonmabon on rnudfas, 6 ~nmd Inia~hosi as euired by peelneul msoowe of l's Spedlodone Ior approval prior to 

5. Exslng hod two and husilon bea ho moved as, mnay prior to tewising O's piping w/sm, 

Ak700.0t34 PM~2 OEFos 

933-1354 C-3-133


0 

C, 

44 

Naa 

soI 

9 3-1354- '-3-134

WHC-SD-W025-RI'T-0Q1, Rev. 0 

10.5 FLOWMETER CALIBRATION 


10.5.1 Verify that there is sufficient water in the secondary sumnp to pump 500 gallons and still 

maintain a final water level of at least 8 inches. 

10.5.2 Verify that the water in the sump is clean and will not produce foam when pumped. Flush 

sUlnp if necessary until clean, non-foaming water is obtained. 

10-5.3 Verify that ball valve W65 is open and ball valve W66 is closed. Verify that the ball valve in 

series with the solenoid drairidown valve is closed. 

105.4 Measure the water level in the leachate temporary storage tank to the nearest 0.01 foot with a 

rigid rod. Measure through port in top of tank. If necessary, add water until depth in tank 

is at least 0.3 feet 

10.5 Remove 1/4-inch plug immnediately upstream of 3-inch flowmeter. Energize secondary 

submersible pump. Pump until air no longer escapes through 1/4-inch hole. Replace plug. 

nergize pump. 

10.5.6 Measure the water level in the leachate temporary storage tank as described in step 10.-5.4. 

Record on Test Data Sheet 10-5. 

10.5.7 Record the readings of the 2.-inch and 3.-inch flowineters on Test Data Sheet 10-5. 

10.5.8 Energize the secondary submersible pump and pump at least 500 gallons into the leachate 

temporary storage tank. 

10.5.9 Measure the water level in the leachate temporary storage tank as described in step 20.5.4. 

Record on Test Data Sheet 10-5. 

10-5.10 Record the readings of the 2-inch and 3-inh flowineters on Test Data Sheet 1W5. If the meter 

readings differ from the calculated volumne (based on measurements of water depth in the 

tank) by more than 5 percent repeat step 105.5 using the self-priming pump (primary sump). 

Ensure that there is sufficient water in the primary sump prior to purging the discharge 

pipes. Continue the ATP' from step 10.5.6 using the secondary submersibl up 

10.5.11 Repeat steps 10.5.8 through 10-5.10 twice, for a total pumped volume of about 1500 gallons. 

933-1354 C-3-1 35

-I7 

WHC-SD-W025-RYr-0Ol. Rev. 0 

TEST DATA FORM 105 

PUMP TEST 

- FLOWMETER CALIBRATION 

Step No. Activit y Verify Reading Date By 

10-5.1 Verify water volume ____ NA 

10.5.2 Verify water clean ____ NA ___ 

10.5.3 Ball valve W65 open ____ NA 

Bal valve W66 dosed ____ NA ______ 

lenoid ball valve closed ____ NA _______ 

10.5.4 &ter level in tank NA ____ ___ 

10.5.5 urge air ____ NA ___ 

10.5&6 jater level in tank NA ____ _ 

10.5.7 inch flowineter reading NA ________ ___ 

inch flowmeter reading NA ___ ______ 

10.5.8 uznp 500 gallons - 1st cycle _ ___ NA ____ ___ 

10.5.9 fater level in tank - 1st cycle NA 

10.5.1 Anch flowzneter reading - 1st NA 

-inch flowmeter reading - lit 

NA 

Purg 

airNA 

10.511 Pump 500 galons - 2nd cycle ____ NA 

Vater level in tank -2nd cycle NA ___ 

inich flowietier reading - 2nd NA 

-inch flowincter reading - 2nd 

NA 

lp 5Wgallons -3rd cycle NA ______ 

Vater level in tank - 3rd cycle NA ____ ___ ___ 

,4=h fiowmeter reading - 3rd 

-inch flowrneter reading - 3rd 

NA 

NA 

933.1354 C-3-136

WHC-SD-W025-RPT-OOI, Rey. 0 

6, ' ' INFORMATION RELEASE REQUEST *Tere-.CM- 

Ca oete foP ait Tymmi of Ime 

________________ Purpose____ 1v lmumber cinciude revisiont. volume, etc.) 

o3 Speeoi~r Pfematiaun 1) 1I~ftaes "!-f D Z-Kr-ureVr1u 

Do Full Paper IC3umcj DO) Techical.~ Report ________ 

only aM U Themt or Dissertation - 

U SWIWsumffix) D Am /nuw 

13 Ab teeO 13 -rcutr W -OA.S - OR 

C) Voial Aid 1 Softworoietabsm Dt et eura 

13 spoekoft kowi 01 comalld obaw,.m btelet 

nftic ACCEPTANCE TEST PROCEDURE FOR PROJECT W-025 uniessiflad tathgr Wi~ct 

_______________________________UC-721 Lel *I 

New or noel lpetbe) a, Ii - 

(or X] No [) o VWNemation ,aeivea Nem other in eonfidence, SUchi 

N Ves. )me diesaosum been Subabined by, WHC or ether caopenty? 

srods omeC,~ smilor *AWft"?~ 

U3 [ 0i Yes [leew~ll X] lNe [3 1 . Ime* Iie~ 

Casewlhi? [X) No (3 e. Ttooomofu 

W 'Ye'. has wrmftan porthission bee" granted? [X] te [ Ye. Itenyl 

as moprietary dot. 

Title, of tmnforeetce or Meeting 

Coolae for Seh at Presentationt 

Group or Society spororing 

Date(&) of Conference or Meeting city/state Ip p ,3 ioNoh 

e [3nv 

N/A W ms eul Kewiedoa? [3 Yes [X) No 

Title of Journl 

N/A 

Aelevi 

CHECKLIST FM SIGNAORIES 

1eOAMW red or it.t3.4 ei Ig Revlier -Signature Indicates Approva 

Nurse torritedJ 

im 

PabtW* General GenimeIl [X] [3) Approved per OGC memo dated 2/4/93 

ima one eea 

X] [3] Approved-per OGC memo dated 2/4193 

Woematm r in ternatonal frogramn (3 XI 

PR&eadnwarsoet 

(3 1 re 

00-etrnPrject [3 [X) _ _ _ _ _ _ _ _ _ _ 

Inforaetion confonu to sit aticabLe ralreets. The above informotlon Is Certified to be eorrect. 

in itINFOWMTIO tILIAS ADMNISTRATIOW APPROVAL STAmP 

Releramm Available to beenied Auadimne (XI 3 I Stmis. Ia .agad boer iemso. PlAa is ao ientuper, 

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ENGINEERING CHANGE NOTICE ............--. 

I ef6 Prci. W-025-026 

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933-1354 C-3139

WHC.SD-W025-RPT-OO1, Rev. 0 

ENGINEERING CHANGE NOTICE j -2 * CN (us& no. trom p.1 

Vafica"of ENG1INWG CONSTRUCION 

Requird 

fyea Ad&"rna so$ Adduoni 3sollpwm 

*No SwA4ngs S S.A4ng a 1 0 

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Downert NuaqbeRo"n Doeuimait NwnbwMIAwwon DocAreeW Numbeor P..vision 

WH,- SD-W-02S-PLN-0O1 Rev. 3 

DOEL-8-2O, Supplement 2 

2L. Apwwwai 

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OPERATIONS AND JNMEFANG ARCITECT-GNEER 

Cog Ennee(Q~S ____- PE ~ S 

Design 

Tank Was* e rnAdagon System 

Foo1Ves, Openodons 

DEPARTMENT OF ENEMGY 

Reodago & Rwroedadon ____ gnau or Loar No. 

OPerdens a Suppoui Seivre.____ 

Odw 

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ADCMINALJ 

A.736013-3 MdiM2 

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933-1354 C-3-140

WHC.SD-W025-RPT-OO1, Rev. 0 

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ENGINEERING CHANGE NOTICEPaeIo 2 ..Po .. MS .28..... 

2. EMN 0go9rY (rk o. 3. Odognara Name. oeantaim MSIN. and T*6pbwmw No. 

4. Dift 

SuPpbmntai 11 P.S. Shun, Golder Assooiats Inc. (M0) 883-0777 7-29-94 

Din EON S. Pmra T1fINc/Wwk Drder No. IL Bkipyafmac Ni. L. hekpci Laval 

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I In. Modftcaofl Work I1lb. Work Package Ic.= Mofmwm-on wo lopetIdIt Reswrad to Otiinal Ca46 

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FEJCI1AL RELEAS 27 

WwA Dmc 03-15(1) IL Oumnins Hl-4 (1 JAmnf U- BY WHC - 

JLR MOGD. 03-15(1) DA4 PW Tr40 (1) PAO so""d~ s5 ATE I 

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933-1354 C-3-145 A-7900-013-1 105B)1

WHC-SD-W025-RT-OO1, Rev. 0 

ENGINEERING CHANGE NOTicr= 2C 1.~ (um rI from M0 1) 

15. Design wB. cad lmp 17. Schedule Impa (days) 

Veifficajon 

CqfW*flON 

t~o Savings $ Savings $ IOS 10 

I& Chvwge impad Rk~e'iw ladc ft rlatod domwari (atho tme ft. enginewing deacmora.~ids NO I on Side 1) 

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indcmt1 Vieft agniag organhdofl has beeon naoflod of adwe afacld documes liod below. 

Document Numiba~rsoVIon Dawnet NuibetPavivon Docment Number Aw~m~4 

WVHC-SD-W-02-SPLN-OO1 Rev. 3 

OOE/RL-88-20, Supplement 2 

20. Approvals 

Sirldfurs, 

oweSignalumDf 

OPEPA1nONS AND ENONEERING 

ARC8ITECTWEIQINEER 

cog Engkwee o*14 gr9+ 

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DEPARTMENT OF 9ESMY 

Re-tr on & P~fc~ 

Signure or Ieer Mm. 

Operations & Support SOMMS 

IM 

ADDITONAL 

A-790". 

3 pW62) GEF 

933-1354 C-3- 146


bite '~ ~~~" IINFORMATION RELEASE REQUEST Rfrne 

*ul-use 

gEulete for alt Typpes of 

&elease 

ID litarber (include revision, volume, etrc.l 

S) peech or Prosentetion0 WHC-SD-W025-ATP-001, Revision 3 

E Full Paper lChock (XI Technical R.eporn 

Only Wit5 E Thesis of, bDievancioet List attachment%. 

El Summery suffix 13 Maua 

AheuscI 0 brcuono Previously released WHC-SD-WO2S- 

(~Visual Ai 0 satoroeatsass ATP-001, Rev. 2 

a "eskof urswm 0 Cotrolled Dcuneit bata Rltease Rewuired 

13 Pester Session 13 010o 

13 lot~ 8/15/94 

Title ACCEPTANCE TEST PROCEDURE FOR PROJECTE W-025 Lftlassified Category Inpoct 

!Ie. 

or nanel ipstentabiet subject msorl [X) No [3 ye. om trtsmiinn om. thes in Confedqance. such at pro riot"v et&, 

H 'Yet% hem dioclesum. bee submited by WEIC or other company? Ire"~ secret%, a.dlor frnteflsa 

[] No [I Yes Oieciattr~omw. [X) No [3 t teno 

'Coyrghs? [X] N. IIaTradeatrs? 

ff *Yet", has untnonr permission been granted? I[X] No [3Vs. ldni 

* [3 No [3You Aflch~a tumioni 

corpiete for sprech or Preserrtatoi 

*Title of conference or meeting JGroup or Society Sponso.rintg 

Date(i) of tonference or meeting City/State VA be Pulih3 []cHug 

hesN 

N/A Will nteaI bI handed out? ts Y3 [X] No 

Title of journal 

N/A 

CHEMIUST FOR SIGNATORIES 

Revie ty ai re per WIC-CK-3-1 yes 0o %*viewr-Signature Indicates ApprovaL 

Nows forinted) 

CaUssifcat~nF~lnedasif med Controled 

Slanature 

Nuclear Inomto 11 (XJ 4 

Patent - Gonorel Counsel [x] [ Not required p~r OGC memo 9403446 - 

Legal - onesf Cotss [x] f Not required per OGC memo 9403446 

Appled 7hnog/xetControlled 

Wttmaonor at nemotional P"oram [3 [X] v /f-/ 

WNC Progrom/roisct 

Communications 

[I I 15 x jdr 

[xJ [X] -I 

AL [X] ' ir ./ag 

Publication Services 

a V 7dl 

Odw Progrnfeect [] [x) o 

* ~~informtiont convforms to all applicable requlreent. The above informaition le certified to be correct. 

Yes INFORMATION RELEASE ADMINISTRATION APPROVAL SIAMP 

Kelsmtmce Available to intended Audience (X] [I Stomp is iNquited "Ion, raess. Release is contingent upon resolution of 

Trahemit to DOE.MOJ1fl'ce of fiftinifte 

anid Technmical Inlennaton 

Author/Requester (Printed's ignatur*) baes0*~' ~ . 

HE Wellsfry

WHC-SD-W025-RPT-O0l. Rey. 0 

SUPPORTING DOCUMENT T1. Total Paves 49 

Z. Title N mber '. RevVa~. 

W-025, ACCEPTANCE TEST PROCEDURE WHC-SD-W0Z5-ATP-O01 3 

5. r"y W.ords 6. Athor 

ATIP ues HE WELISPRY 

Iignatwre 

AV 

APPROVED FOR &-afaivhr cd 7FD50/CF22Z 

PUBJC RELEA Q-__ _ __ _ _ 

THIS ATP ESTABLISHES FIELD TESTING PROCEDURES TO DEMONSTRATE THAT THIS 

ELECTRICAL/ INSTRUMENTATION SYSTEM FUNCTIONS AS INTENDED BY DESIGN. 

S. PU" AND .USE OF DOCKNERT - This docuimn asprre use W0. ELEASE STAM 

"ithi U.S Dpetinnt o e Its trcos I is to 

be ts ; to~ perfom ct. or In rate rk under 

U.S. oea t of Energy cn as. This t Approved 

for' 15ikc re ase umntit r ad. ________________ 

PATENT STATUS - is t COW, ains I a t itted in E.4k. 

advmnce of potent c runes. as made avaijabt in eumfl a solely 21F'A.~~ES 

for use In p. r a of work contracts th the 

U.S. Deprt'an Enor Thia document not to be I ~I nor 

is contents erwise di aminsted or for puimses othe than - fl ' L 4ri 

specified ve before pa &arve wr sih release or we has A"~JLUG ±S 1994 

been upon~w request, fr the tent Counsel, U.S. aeprtm 

of Field Office. Riceiand. WA. n. 

DISCLAINER -This report was piepared as an account of work 

sponsored by an soerury of the united States caveimt . mel ther the 

united states Governmnt nor amp agency thereof. nor arty of their 

arployaes, nor any of their contractors, sub~contractors or their 

sotyets, makes any warranty, express or impifed, or esamss ay 

legal Liability or responsibility for the accuacy, comtenesas, or 

any third party's use or the results of such use of any information, 

apparatus. produlct, or process di act aced. or represen ts that it use 

would not Infringe privately am~e rights. Reformnca herein to any 

specific cinesorciat prouct, process, or service bry trade namo. 

tradammrk. manufacturer, or otherwise, does not necessari ly 

cormatitt or Italy Its eorwmment, r I taion, or favoring by. 

the United States Covrraart: or a" agency thereof or its 

contractors or sa.bcontractors. The views "n opinions of authors 

expressed herein do not necessari ly state or reflect those of the 

United 3 arts 02=merrwn or any agencey thereof, 

9. Impact Level Q___________________ 

A-6d.00-073 (11/M1) 

(El) WEF124 

933-1354 C-3-1 48

WVHC-SD-W25-RPT-OO1, Rev. 0 

RECORD OF RMVSION 

H-DW 5AT0O 

ACCEPTANCE. TEST PROCOt LRE 

C3) I j& ea Vmie af Owes* - bmwLsee. AIN MS Deist& P66 AuT1horim fo r e ms 

0 C"'EDT 158211, dated, 8/4/92. 

1 Changes were made to page 4, section k 

3.6. ECN W-025-003 details the /C4 "' 

changes. EDT 1S8811 released Revision 

0 on August 4. 1992. 

This ii a. geheral revision to the Al. EG rpenbeck SR Briggs 

It incorporates EC~s W-025-007 and 

W-0ZS-019. ECK W-025-024 details the 

changes. 

S 3 This gehieral revision incorporates NE Wellsfry DR Luc 

ECK W-025-025'and changes reflected ~


ACCEPTANCE -TEST PROCEDURE _NO. WHC._SD-W025,ATE,001 -REV. 3 DATE: 7/29/94 

SUBJEC 

NTth4NTTNLCTIA 

LOCATION - 200 WEST 

PROJECT NUMBE 

W-2WOKODRA 

PROJECT TTERWLN 

IPSLFC~l 

Prepared By 

COLDER ASSOCIATES INC. 

Redmond, Washington 

For Westinghouse Hanford Company 

Order &Y-SW-301407 

Rev 3 

COLDER ASSOCIATES INC. 

Originator IDate' Project D'rc~ Date 

Project Manager Date QAArDate 

WESTINGHOUSE HANFORD COMPANY 

PrjetsDpkent ate uality Asane Date 

Programs Date Operations Date 

933-1354 C-3-150


CONTENTS 

1.0 PURPOSE OF THE ACCEPTANCE TES 

2-0 REFERENCE DRAWINGS AND SPECIFCATIONS 

2.1 DRAWINGS 

7-2 SPECIFICATIONS 

3.0 RESPONSIBILITIS 

3,1 WHC PROJECT ENGINER 

3.2 TEST DIRECTOR 2 

3.3 WITNESSES 3 

3.A RECORDER 3 

3.5 CONmSTRUCrION CONTRACTOR 4 

3.6 OCCUPATIONAL SAFETY AND HEALTH 4 

4 .0 ACCEPTANCE TEST PROCEDURE CHANGE CONTROL 4 

5.0 TES EXECUTION 5 

5.1 WIHOUT EXCEPTON 5 

s.2 WITH EXCETIONRESOLVED 5 

5.3 WITH E-XCEPTION/OUTSANDING 5 

6.0 RECORDING AND RESOLVING EXCEPTIONS 5 

6.1 GENER.AL5 

6.2 RECORDING 5 

6.3 RETES/RESOLUTION 6 

6.4 APPROVAL AND ACCEPTANCE 6 

6.5 DISTRIBUTION 6 

*7.0 TEST CONDMONS AND EQUIPMENT REQUIRED 6 

7.1 GENERAL6 

7.2 EQUIPMENT REQUIRED 7 

8.0 ELECTRCAL HEAT TRACE SYSTEM 8 

8. TEMERATURE SENSOR 8 

8.2 HEAT TRACE CABLE 9 

9.0 TRANSDUCERS AND METERICONTROLLERS 9 

9.1 PRIMARY StflW 9 

9.2 SECONDARY SUMP 11 

933-1354 C-3-151

WHC-SD-W025-RPT-001, Rcev. 0 

WHC-SD-WOZ.5-ATP-00I Rev. 3 

CONTENTS (cont.) 

10.0 PUIMP TESTS 12 

10.1 24ITAL CONDITIONS 12 

10.2 PRIARY SUBMERSIBLE PUMP (WSPI) 13 

10.3 SECONDARY SUBMERSIBLE PUMP C#5P) 14 

10.4 PRIMAARY SULvW SEL-PRfl[IG PUMP (W5P3) 14 

10.5 PLO wmETER. CALBRATION 15 

10.6 SPARE PUMPvi TEST 16 

11.0 LEACHATE STORAGE TANKC 16 

11.1 LEACH-ATE. STORAGE TANK PUIAP (W5P4) 16 

11.2 HGH LEVEL FLOAT SWITCH (PS3) AND LI~viT SWITCH (Li) 17 

12.0 BUILDING POWER AND LIGHTING 18 

III BUILING POWER RECEPTACLE 18 

12.2 BUILDING LIGHTIN~G FDXTURES is 

12.3 AREA LIGHTIN FIXTURES 18 

12.4 CONTROL PANEL HEATERS 18 

APPENDIX A TEST DATA FORMS 

933-1354 C-3- 152

WH-C-SD-W025-RPT-0O1, Rev. 0 

ACCEPTANCE TEST PROCDUE 

.DPURP05E Of THE ACCELTANCE TEST 

This acceptance test procedure (ATPh has been prepared to establish field testing 

procedures to demonstrate that the Electricalnstrumentation systems function as 

intended by the design. 

2.0 REFERENCE DRAWINGS AND-ST-ECITCA7709S 

2.1 DRAWINGS, 

H-2-131%85 1 OF I Leachate Collection Tank & Piping 

H--131586 I OF 1 Sumnp Pump Details 

H--2-131587 I OF 4 Electrical.- Control 

H-24131587 2 OF 4 Electrical - Tank & Control Bldg. 

H-2-131587 3 OF 4 Electrical Site Plan 

H-2-13L587 4 OF 4 Electrical Details 

Z.2 SPECIFICATIONS 

WHC-S-045 

Radioactive Md Waste Land Disposal Facility, Non-Drag-Off, 

Technical Specifications. 

3.0 RESPONSTBLMTES 

Each company or organization participating in the conduct of tis AT? will designate 

personnel to assume the responsibilities and duties as defined herein for their 

respective roles. The namnes of these deuignees shall be provided to the Recorder for 

listing on the Recorder's copy of the Test Execution Sheet prior to the performance of 

any part of tis AT?. 

3.1 WH-C PROJECT ENGINEER 

3.1. Designate a Test Director. 

3.1.2 Act as liaison between the participants in acceptance testing. 

31.3 Distribute the approved testing schedule as soon as approval has been 

obtained (one or more weeks prior to testing). 

933-1354 C-3-153

q Ei 47 '11 


3.1.4 chedule and conduct a pre-AT? ki&.off meeting with test participants 

one or more weeks prior to s3ar of testing. 

3.1.5 Notify the persons performing and witnessing the test two days prior to 

the start of testing. 

3.1.6 Notify all concerned parties when a change is nade in the testing 

schedule. 

3.1.7 Sign Test Execution Sheet when AT? is approved and accepted. 

3.1.8 Take necessary action to clear exceptions to the ATP. 

3.1.9 Sign Exception Sheet when exception has been resolved. 

3.1.10 Provide a distribution list for the approved and accepted AT?. 

3.2 TEST DIRECTOR 

3.Z1 Coordinate all acceptance testing. 

3Z22 

3Z23 

3Z24 

Distriboute all documents including completed AT?, exceptions, resolutions 

and approvals. 

Confirm that field testing and inspection of the system or portion of the 

system to be tested has been completed. 

Stop any test which, in the judgement of the Director, may cause damage 

to the system until the test procedure has been revised. 

3.25 Obtain revisions to the AT?, as necessary, to comply with authorized field 

changes or to accommodate existing field conditions. 

3.26 Evaluate recorded data, discrepancies, and exceptions. 

3Z27 

Obtain from Colder Associates Inc. (CAl) any information related to this 

AT? or changes necessary to clear or resolve objections. 

3.Z85 Sign Test Execution Sheet when AT? has been performed. 

3.29 Sign Exception Sheet when retet has been executed and accepted. 

3.210 Obtain required signatures on the AT? Master prior to reproduction and 

distribution. 

933-1354 C-3-1 54


3.3 WITNESSES 

Witnesses shall be provided by participating organizations. 

3-1.1 Witness the tests. 

3.3.2 Evaluate results of testing. 

3.3.3 Assist the Test Director when requested. 

3.3.4 Sign Test Execution Sheet as a Witness. 

3.3.5 Sign Exception Sheet as a Witness when retest has been executed and 

accepted. 

3.3.6 An Acceptance Inspector will witness the test for the Design Engineer. 

3A 

RECORDER 

The Recorder will be provided by Golder Construction Services. 

3.4.1 Record names of all designated personnel on Recorder's copy of AT? prior 

to start of testin& 

3.4.2 Observe tests and record test data. 

3.4.3 Sipn the Test Execution Sheet as the Recorder. 

3.4.4 Initial and date every test step on the Recorders copy as it is completed, 

next to the step number or on a table, when provided. On tables where 

there is niot room for both the initial and date, date may be entered in 

space provided at bottom of column. 

3.4.5 On the Exception Sheet record objections or exceptions and test steps 

which are not performed. Have the information transferred in ink or 

typed to the Master of the Exception Sheet(s). Additional Exception 

Sheets are to be added as needed. 

3.4.6 Orally notify the Test Director at time the objection is made. 

3.4.7 Assign page numbers to Data Sheets and Exception Sheets, after AT? is 

complete. Record page numbers for these items and make corrections, as 

necessary, to page numbers shown for these pages in the index 

933-1354 C-3-155

WHC-SD-W025-RPT-OOI, Rev. 0, 

3.A.8 

Transfer changes and the final test results with Recorder's signature and 

dates for each step to the Master in ink or type. Submit the completed 

Master to Construction Document Control for approval signature routing. 

Also submit the Recorder's copy for secord retention. 

3.5 CONSTRUCTION CONTRA~CTOR 

3.5.1 Organize and perform this acceptance test under coordination of the Test 

Director. 

3.5.2 Confirm that all equipment required for performing this test will be 

available at the start of testing. 

3.5.3 Provide equipment required for performing this acceptance test which 

has not been designated as being provided by others. 

3.5.4 Request in writing from the Project Engineer those services, materials, or 

equipment that have been designated as being supplied by the DOE or 

othems 

3.6 OCCTJPAflONAI. SAFMI AND HEALH 

Individuals shall carry out their assigned work in a safe manner to protect 

themselves and others from undue hazards and to prevent darrage to property and 

environment. Facility line managers shall assure the safety of adl activities within 

-tbh-r-r-am~opvtkinury, propertyz damageor interruontion of oneration. 

Performance of test activities shall always include safety and health aspects as 

delineated in the most current version of the Federal Occupational Safety and Health 

AdministratiorVWashington Industrial Safety and Health Act (OSHA/WISHA) safety 

health codes and standards. 

4.0 ACCEPTANCE TEST PROCEDURE CHANCE CONT1OL 

Acceptance testing shall be conducted in accordance i-iith the steps and requirements 

specified in this procedure. Any required changes must be authorized in accordance 

with approved change control procedures for this project and promptly 

accomplished. Procedure changes during testing must be approved by the WHC 

project engineer, WHC quality assurance, and the CAI inspector (via initials). The 

GCS recorder shall note these changes as exceptions (see Section 5.2), provided that 

these changes do not affect safety and health. The changes shall be incorporated in 

the final acceptance test report. 

933-1354 C-3- 156

HiCSD-W025-RPT-OO1, Rev. 0 

5.0 TE-ST EXECtLM0I 

5.1 WITHOUT E-XCEPTION 

5.1.1 Check applicable space on Test Execution Sheet to show that the AT? has 

been performed and m~ exceptions have been recorded. 

5.1.2 Sign anid date Test Execution Sheet in the spaces provided. 

5.1.3 Distribute requisite copies and send master of AT? to the WHC Project 

Engineer. 

5.2 WITH EXCEPTIONMRESOLVED 

Sal. 

Check applicable space on Test Execution Sheet to show that the AT? has 

been performed with exceptions recorded and resolved. 

5-.2 Sign and date Test Execution Sheet in the spaces provided. 

5.23 Distribute requisite copies arnd send master of ATP to the WVHC Project 

Engineer 

5.3 WITH EXCEPTION./OUTSTANDING 

5.3.1 Check applicable space on Test Execution Sheet to show that the ATP has 

been performed with exceptions recorded, in part or aJl of which are 

presently outstanding and unresolved. 

5.32 Sign and date Test Execution Sheet in the spaces provided. 

5.33 Distribute requisite copies and send master of AT? to the WH-C Project 

Engineer. 

6.0 RECORDING AND RESOLVIG EXCETONS 

6.1 GENERAL 

Exceptions to the AT? are sequentially numbered and recorded on individual 

Exception Sheets. This enables case-by-case resolution, recording, approval, and 

distribution of each exception. 

6.2 RECORDING 

6al. 

Number each exception sequentially as it occurs and record it on an 

Exception Sheet 

933-1354C-3-157

MjjA41L 

WH-C-SD-W025-RPT-OO1, Rev. 0 

6.22 Enter name and organization of objecting party for each exception. 

6.23 Enter planned action to resolve each exception when such determination 

is made. 

6.3 RETEST/RESOLUTION 

Record the action taken to resolve each exception. Action taken may not be the same 

as planned action. 

6-3.1 When action taken results in an acceptable retest, sign and date Retest 

Execution and Acceptance section of the Exception Sheet. 

6.3.2 When action taken does not involve an acceptable retest, strike out the 

Retest Execution and Acceptance section of the Exception Sheet Resolve 

exception as shown under 6A4, below. 

6.4 APPROVAL AND ACCEPTANCE 

The WHC Project Engineer provides final approval and acceptance of exceptions by 

checking one of the following on Exception Sheet: 

6.4.1 Retest Approved and Accepted. Applicable when Retest Execution and 

Acceptance section is completed. 

6.4-2 Exception Accepted-as-is: Requires detaied explanation. 

6.4.3 Other Requires detailed explanation. 

The Project Engineer signs and dates the Exception Sheet and obtains other internal 

apprTovals, if required. 

6.5 DISTRIBUT7ION 

Distribute requisite copies of completed Exception Sheets to WHC personnel and 

departmnents as directed by the WN-C Project Engineer. 

7.0 TE57T CONDITONS AND EQUIPhENT REQUIRED 

7.1 GENERAL 

The following conditions shall exist at the start of the acceptance testing for that 

portion of the system being tested. 

933-1354 C-3-1 58

WVHC-SD-W025-RPT-O0l, Rev. 0 

Aqie -05AT-Ol ~ 

7.1.1 Systems being tested have been inspected for workmanship and for 

compliance with design. 

7.1.2 Continuity tests have been performed on portions of the electrical systemn 

being tested. 

7.1.3 Power is available to components of systems beirg tested. 

7.1.4 Continuity tests of instrumentation wiring have been performed in 

accordance with technical specifications WYHC-S-W4, latest revision. 

7.1.5 AH test instruments have a valid calibration stamp attached that indicates 

a calibration traceable to the National Institute of Standards and 

Technology. 

7.1.6 Methods of water disposal used in this AT? have been approved by the 

Facilities Managemnent. 

7.1.7 Personnel responsible for directing, witnessing and performing the tests 

described in this ATP are familiar with the equipment to be tested, have 

reviewed the vendor information pertaining to the operation of the 

equipment, and are familia with the requirements of this acceptance test 

procedure. 

7.1.8 Values used to simulate process inputs (such as water levels D1, D2, D3, 

DS-1, DS-2. etc.) and alarm conditions for execution of AT? will be 

provided by the Design Engieer. 

7.2 EQUIPMENT REQUIRED 

The Contractor shall supply all test equipment unless otherwise noted. 

7-2-1 Digital multirneter (DMIA: 4-1/2 digit or better, 2 percent accuracy. 

7.2.2 Seven shorting jumpers with ON-OFF switch, 14-gage wire, 12 inch 

approximate length. 

7.2-3 Clamp-on Ammeter (COA): Scale 0-6 amp. 

7.2.4 One highway water tanker, 5,00 gallon capacity, with discharge 

capability, with comparable KAMVALOK fitting 1673-A. 3 inches diameter. 

.1 

933-1354 C-3-159


%q IC -B 025-Ai?-Wt Re . 

7Z25 

7.Z.6 

Water level transducer (WL7): 0-10 psi, precalibrated with sufficient cable 

to reach from primary sump to control building (approxim~ately 20 feet). 

Alternatively, a water level indicator or other measuring device as 

approved by the Project Engineer'nmay be used, provided that real-time 

communications with personnel in the control room are established. 

Measuring tape, measuring rod, folding scale, or equivalent 6 ft (min.), 

+-05in, 

7.2.7 Dry Ice (summer only). 

728 Hairdryer or equivalent forced air heater (winter). 

7.2-9 Water Container (barrel), 60-inches deep minimum 

7.Z10 Receptacle Tester. Hand-held device which verifies correct connections of 

receptacle and simulates ground-fault condition. Ideal #61-051 or equal. 

7.2.1 Valve for pump discharge line. 

7.2-12 Pressure gages for pump discharge line, 0 to 50 psi range (valved) and 0 

to 200 psi range. 

8.0 ELECTRICAL HEAT TRACE-SYSTEM 

This procedure will demonstrate the correct functioning of electrical heat trace systern 

and the temperature sensing (thermostat) devices. Verify and record the following. 

8.1 TEMPERATURE SENSOR 

Record all data on Test Data Formn 8-1 (see Appendix A). 

8.1.1 Energize heat trace circuit (close breaker B8). Disconnect the power 

conductors to the thermostat 

8.1.2 Visually inspect the sensor and contacts for damage. 

8.1-3 Using digital multimeter set to measure resistance (ohms), place 

connections on opposite sides of thermostat contacts. 

8.1.4 Cool or heat (depending upon exterior temperature at time of testing) 

thermostat sensor to simulate outside temperature changes. 

933- 1354 C-3-160


WiC SDAYG2Z-ATP-ee! Re. 4 

8.1-5 Observe multinacter output during testing. When simulated temperature 

of thermostat is above 40r F (approximately), the resistance should be high 

(above 500 ohmrs), indicating that the contacts are open. When the 

simulated temperature is below 40* F (approximately), the resistance 

should be low (below 2 ohms), indicating that the contacts are closed. 

Verify both conditions. 

8.1.6 Remove meter connections and reconnect power conductors. 

8.2 HEAT TRACE CABLE 

Record all data on Test Data Form So-2 (see Appendix A). 

Sal. 

Energize heat trace circuit (close breaker BS). 

8.2 - Manually force the contacts on the thermostat closed. Measure the 

current in the conductors to the heat trace cable using CC)A. Current 

should be 5 amps minimum (note: current is dependent upon 

temperature of heat trace cable. The current will increase as the 

temperature of the cable decreases). 

8.2.3 Manually force the contacts on the thermostat open. Measure the current 

in the conductors to the heat trace cable using COA. The current should 

be less than 0.1 amps. 

9.0 TRNDCR N MTRC2 OLR 

This procedure will demonstrate the correct functioning of the level transducers and 

the associated meter/controllers and relays. See Figure I for definitions of water 

levels and associated pumps and relays. Verify and record the following. 

9.1 PRIMARY SUIMP 

* Record all data on Test Data Form 9-1 (see Appendix A). 

9.1.1 Remove power to pumps WISP and W5J'3 by opening circuit breakers Bi 

and A7. 

9.1.2 Through the vertical1 riser pipe, install the water level transducer (WL.T) in 

the bottom of the primary sump leachate collection well with remote 

readout in the control building. Verify that the reading is equal to the 

water level in the sump (if any), as measured with a tape measure, 

measuring rod, or similar device. Alternatively, measure the water level in 

the surmp with the water level indicator and calculate the depth of water. 

933-1354 C-3-161

WHiC-SD-W025-RT-OO1, Rev. 0 

W!I raD6 W89Z AkT 1 Rev. S 

Max Water Level 

High~ levell Scat rftch, relay 

CR3. Umn a.4.Pminng 

pSEWnp alt withi rising WL 

Water Level 02 

,W*W rie pp 

Water Level 03 5 

p~W t~ ofwilh Maiing WIL 

Water Levitl DI 

Primary sump transducer. 

relay OR2, aims 

sutelAIeril ptanp off wit 

Wing WLPrimary Sump 

Water Level DS-2 

Secondary lump tansduoe. 

relay CR5, turnis 

submerle pumnp on wit 

Water Level DS-1 7 

relay CRE, WiM 

Submewik" pump a# wit 

wihgwLSecandarv Sump 

rser p"p 

Note: Indicated relays are energized arid float switches 

closed when water levels are above indicated elevations. 

Fig=tu21 Water Level Dd~tions. 

943 157S250'7.-MG4 

933.1354 C-3-162


444 1 S 

9.1.3 Energize control panel Observe readout of primrnay sumnp level meter. 

The primary sump reading should be equal to the actual water depth 

within +1- I inch. Adjust meter readings as required. 

9.1.4 If the water level in the primary sump is above DI, energize pump W5P1 

and pump the sump to below level Dl. De-energize W5P1. Verify that 

relays CR1 and CR3 are 'ofr (de-energized) and relays CR2 and CR4 are 

"on" (energized) by observing the LED on each relay. 

9.1-5 Begin adding potable water to the primary sump through the vertical riser 

pipe. Add water at a uniform rate so that the rise of the water evel in 

the leachate collection well is no more than 2 inches/minute. Take care to 

avoid exccessive turbulence during filling. If niecessary, stop filling at 2- 

inch intervals and allow the water level to stabilize. Record the actual rise 

in the sumnp level and on the Primary Sumnp Level Meter at 2 inch 

intervals. Both readings should be within +- I inch Continue 

throughout filling. 

9.1.6 Continue adding water to primary sumnp. Observe relay CR2 being deenergized 

when the level indicated by WLT reaches DI. 

9.1.7 Continue adding water to primary sump. Observe relay CR4 being deenergized 

at level D3 and relay CR1 being energized at level D2. Stop 

filling sump. 

9.1.8 Confirm that the actual water level and Primary Sumrp Level Meter are 

within +/- 1 inch. 

9.1.9 Manually lift (simulate operation) the high level float on the primary 

sump vertical riser float switch. Verify that relay CR3 is energized. Lower 

the float and verify that relay CR3 is de-enerlized. 

9.2 SECONDARY SUM? 


9±.1 Pump the secondary sump to below evel DS-1. Remove power to pump 

W5P2 by opening circit breaker 115. 

9±-2 Verify that relay CR5 is 'oil (de-energized) and CR6 is 'on" (energized) by 

observing the LED on each relay. 

21 

933-1354 C-3-1 63

J3r 

W~HC-SD-W025-RFT-0O1, Rev. 0 

wr~VfM 3AP'Jj rp~ ev. 3 

9.23 Remove secondary sump transducer from installed location. Using the 

water container, slowly fill the container with water and manually 

calibae he transducer over the range of 0to48". Use at least 10 data 

points for the calibration. Attach the calibration sheet to Test Data Form 

9-2. 

9.2.4 Reinstall transducer and observe secondary sumnp level meter reading. 

This should be near DS-1. 

9Z25 

Add water in increments as directed by the Test Director to secondary 

sumnp via the secondary slope riser pipe. Record the volume of water 

added to the sump. Wait 2 minutes after each increment of water, and 

recrd the secondary surnp level meter reading. Verify that the secondary 

sump level meter reading increases as water is added. 

9.2.6 Continue adding water in increments and observe that relay CR6 is deenergized 

when the level is DMI, and that CR5 is energized when the 

level is DS-2. Stop filling sumnp. 

10.0 PUP E 

This procedure will demonstrate the correct functioning of the pumps and associated 

controls. See Figure I for definitions oi water levels and associated pumps and 

relays. 

For pumps W5PI, W5F2, W5P3, and W5P4, measure the phase currents prior to 

beginning pumping tests. Record this information on the top of the test data forms 

10.2, 10-3, 10-4, 11-1 respectively. Verify that motor overload devices are sized 

correctly. 

10.1 INITIAL CONDITIONS FOR PUMP I ESTI 

Prior to testing pumps, verify that relay CR7 (high tank) is de-energized (closed). 


30.1.1 PrimarySump 

This testing should begin with water in the primary sump above level D2. 

Verify the following conditions on the control panel;- 

a. CR1 is energized. 

b. CRZ is dle-eriergized. 

C. CR3 is de-energized. 

d. CR4 is de-energized. 

e. Pump failure light for the primary submersible pump is on. 

933-1 354 C-3-164


*%WQ CSD-WO25-AT-G Rev. .3 

L The rofalarm light is on. 

S. The panel light associated with relay CR1 is on and the lights 

associates with relays CRZ CR3, and CR4 are f 

10.1.2 Secondary Sump 

The water level in the secondary sump should be above the evel of the 

high level switch (water evel DS-2). Verify the following conditions on 

the control panel: 

a. CR5 is energized. 

b. CR6 is de-energized. 

C. Pump faiure light for the secondary submersibl pump is on. 

d. The roof alarm light is on. 

e- The panel light associated with relay CR.5 is on. 

10 .2 PRIMARY SUJBMERSIBLE PUNW (W5?1) 

Record all data on Test Data Form 10.2 (see Appendix A). 

1021 The switch on the control panel for the pump should be in the 'off" 

position. Close circuit breaker B1. 

10.2.2 Turn the switch for the Primary Submersible Pump to the "hand" position. 

102Z3 

Verify by direct visual observation that watir is being pumped from the 

sump into the storage tank. 

10±4 Verify that the NA drain back solenoid valve "W5) is dosed (energized). 

10.2.5 Verify that the associated 'pump run' light is orn, Run the pump until the 

pimry sump is drained below the high water level (D)2). 

10±6 Turn switch on motor controller to "automautic'position. Add water to 

primary sump until high level relay CR1 is activated (water level D2). 

10.27 Verify that the pump starts automatically and that the pump run light is 

on. 

10.2. Verify by direct visual observation that water is being pumped from the 

sump into the storage tank. 

2129 Verify that when the water level ink the sump reaches low level (water 

level DI1), relay CR2 is energized, and the pump is automatically shut off. 

WS53 may be used to assist in primnary sumnp drawdown. 

933-1354 C-3-1 65

WHC-SD-W02$RPT-0l., Rev. 0 

10.210 Add water to the primary sumnp to above level DI. Manually initiate 

operation of Timer TMl and verify that the pump is automnatically started. 

10.211 While pump is running& connect terminals HYF and #10 across P53 using 

a jumper, to simulate high water level in the storage tank. Verify that the 

pump is automatically stopped and that the roof alarm is initiated. 

Remove the jumper and re-initiate the automatic operation. 

10.212 Turn the switch on the motor starter to the *off" position. 

10.3 SECONDARY SUBMERSIBLE PUMP (WSM2 


Repeat steps 10±1 through 10±-8 and 10.Z11 except for the secondary submrnsiible 

pump, adding water to the secondary sump through the secondary riser pipe as 

required. 

10.4 PRIMAY SUMP~ SELF-PR]MIG PUMP~ (W5P3) 


10.4.1 The switch on the control panel for pump W5P3 should be in the *off" 

position. Fill the primary sumnp with water to above level D2. Close 

circuit breaker A7. 

10.4.2 Turn the switch on the control panel to the 7hand" position. 

10.4.3. Verify by direct visual observation that the pump is running and that 

water is being pumped from the sump into the Jeachate storage tank. 

10.4.4 Verify that the *pump run* light is on. 

10.4.5 Verify operation for one minute. 

10.4.6 Turn the switch on the motor controller to the *automatic' position. Add 

water to the sumnp to above level 02. 

10.4.7 Manually raise the high level vertical riser float switch to simulate high 

water condition. 

10.4.8 Verify that the pump is automatically started. 

14 

933-1354 C-3- 166

WHC-SD-W025-RT-0Ol, Rev. 0 

WHC-SD-W025--ATP-O01 Rev. 3 

10A4.9 Verify that the pump continues running until the water level reaches the 

low level vertical riser float switch (water level D3), when the pump is 

automatically shut off. 

10.4.10 Add water to the primary sump and perform step 10211 for this pump. 

10.5 FLOWMETER CALIBRATION 


10.5.1 Verify that there is sufficient water in the secondary sump to pump 500 

gallons and still maintain a final water level of at least 8 inches. 

105.2 Verify that the water in the sump is clean and will not produce foam 

when pumped. Flush sump if necessary until clean, non-foam-ing water is 

obtained. 

10.5.3 Verify that ball valve W65 is open and ball valve W66 is closed. Verify 

that the. ball valve in series with the solenoid draindowri valve is closed. 

10.5.4 Measure the water level in the leachate temporary storage tank to the 

nearest 0.01 foot with a rigid rod. Measure through port in top of tank. 

If necessary, add water until depth in tank is at least 0.3 feet 

10.5.5 Remove 1/-invch plug immediately upstream of 3-inch flowmeter. 

Energize secondary submersible pump. Pump until air no longer escapes 

through 1/4-inch hole. Replace plug. De-enerlize pump. 

10.5.6 Measure the water level in the leachate temporary storage tank as 

described in step 10.5.4. Record on Test Data Sheet 10-5. 

10.5.7 Record the readings of the 2-inch and 34ich flowmeters on Test Data 

Sheet 10-5. 

10.5.8 Energize the secondary submersible pu mp and pump at least 500 gallons 

into the leachate temporary storage tank. 

10.5.9 Measure the water level in the leachate temporary storage tank as 

described in step 10.5.4. Record on Test Data Sheet 10-5. 

10.5.10 Record the readings of the 2-inch and 3-inch flowmeters on Test Data 

Sheet 10-5. If the meter readings differ from the calculated volume (based 

on measurements of water depth in the tank) by more than 5 percent, 

repeat step 10S.5 using the self-priming pump (primary sump). Ensure 

that there is sufficient water in the primary sump prior to purging the 

933-1354 C-3-167


discharge pipes. Continue the AT? from step 10.5.6 using the secondary 

submersible pump. 

10.5.11 Repeat steps 10.5.8 through 10.5.10 twice, for a total pumped volume of 

about 150 gallons. 

10.6 SPARE PUMP TESTS 

Test spare pumps at the ground surface to verify that they function. Test 

submersible pumps in a "barrel" that allows complete immersion. Record all data on 

Test Data Form 10-A 

10.6.1 Install the valve on the pump discharge line to simulate head. 

10.6.2 Install the pressure gage between the valve and pump to measure the 

head. 

10.6-3 Energize the pump and allow it to achieve steady state conditions at a 

pressure of approximately 90% of the maximum efficency discharge head 

as shown on the manufacturer's pump performance curves. Measure the 

volume of water pumped for at least 30 seconds. 

10.6.4 Repeat the test with the pressure set at about 110% of the maximum 

efficiency discharge head. 

10.6.5 Repeat the test with the discharge valve closed to determine the *shutofi" 

pressure. 

10.6.6 Repeat steps 10.6.1 through 10.6.5 for all spare pumps. 

11.0 LEACH-ATE STORAGE TANK 

This procedure will demonstrate corret functioning of the transfer pump and 

controls associated with the leachate storage tank. Verify and record the following-. 

21.1 LEACHATE STORAGE TAINT- PUNT (W5?4) 


11.1.1 Verify that the storage tank is at least 25 percent full of water. Turn on 

circuit breaker Al for the pump. 

11.1.2 Using the DMM, measure the voltage at the motor terminals (TI,. T2Z T3). 

The voltage should read 0 between terminals T1 & T2, 72 & 73, and 

between TI and the metal frame. 

933-1354 C-3-168

WHC-SD-W025-RI'T-Oll Rev. 0 

11.1.3 Push the *start" pushbutton on the motor starter. Verify that the motor is 

operating correctly with proper rotation. Verify by direct visual 

observation that water is being pumped from the tank. 

11.1.4 Using the DMM, measure the voltage at the motor terminals. The voltage 

should read between 460 and 500 volts between terminals T1 & T2 and 

between terminals T2 & T3. 

11.15 Continue pumping for 2 minutes mninimurn. Push the 'stop" pushbutton 

and verify that the pump stops running. 

11.2 RICH LEVEL FLOAT SWITCH (FS3) AND LDU4T SWITCH (LI) 

Record all dataL on Test Data Forms 1-ZA and 11-2B (see Appendix A). 

1=.1 Observe that the red "high tank lever light on the control panel is off and 

that relay CR7 is de-energized. Disconnect limnit switch Li. 

11.2.2 FMl the storage tank with water to above the high level Verify that FS3 

operates at the selected "high water" level. 

11.2.3 Observe that relay CR7 is energized and time delay is functional. 

11.24 Observe that the red "hgh tank lever light on the control panel is on. 

11.2-5 Observe that the roof alarm light is on and time delay is functional. 

1126 Verify that the submersible pumps and self primary pumps will not 

-operate (3 pumps total) by temporarily turning the appropriate control 

switches on the control panel to "hand' position and observing that the 

associated "pump run" light does not come on. 

. .* 1127 Lower the water level in the tank and observe that MS retun tonra 

condition (repeat step 11±.1) 

1128 Reconnect limnit switch Li and disconnect the high level float switch P53. 

1129 Repeat steps 11±.1 through 11.2.7 to test L1. Record all data on Test Data 

Form 11-2B (see Appendix A). 

11=.0 Reconnect high level float switch M53 

933-1354 C-3-169

I- iJ *~ U LZ U 


110 AbM-MHTIN BILDIN POWE 

This procedure will demonstrate the correct functioning of control building power 

and lighting, and area lighting. Verify and record the following: 

12.1 BUILDING POWER RECEPTACLE 


12.1.1 Insert receptacle tester into one outlet of the duplex GFI receptacle. Verify 

that receptacle is correctly wired. 

121.2 Push the button on the receptacle tester. This will initiate a ground fault 

current into the receptacle. Verify that the receptacle ground fault device - 

trips. Verify that the outlet is now de-energized (observe that all the 

lights on the tester are now off). 

12.13 Repeat Step 12.1.2 for the other outlet. 

12.2 BUILDING LIGH-TING FDMMUES 


12.2I Turn on light switch for fixtre in the Control Building. Observe that 

12.3 AREA LIGHTING FDMMUES 

both fluorescent lamps are illuminated. 


123.1 Cover the sensors of all photocells to simrulate darkness. Observe that the 

light fixtures are automatically turned on and illurninated to full 

brightniess within 5 minutes. 

12.3.2 Observe the operation of the exterior fixtures at 15 midnute intervals over a 

75 minute period. Verify that the fixtures remain illuminated (do not 

cycle on and off). 

L2.3.3 

Remove covers from photocell sensors. Verify that all fbxtres turn off. 

22.4 CONTROL PANEL H-EATERS 


933-1354 C-3-170


1 1241. Turn thermostat on heater in Control Panel C off. 'Verify that heater is at 

ambient temperature. Wait for heater to cool if necessary. 

1Z.4..2 

Turn thermostat urifl it energizes. Verify that heater becomes warm. 

1243 Repeat procedure for Control Panels A and B. 

933-13.54 C-3-171

WH-C-SD-W025-RPT-O0l, Rev. 0 

-WHC-SD-W02!5-ATI= lev. 37 

APPENDIX A 

TEST DATA FORMS 

933-1 354 C-3-172


W:HC-SD-WO25-ATP-0l Rev. ~3 

LIST OF FRMS 

TEST EXECUTION SHEET 

EXCEPTI ON SHEET 

TEST DATA FORM 8-1 HEAT TRACE SYSTEM - TEMPERATUJRE SENSOR TEST 

TEST DATA FORM 8-2 HEAT TRACE SYSTEM - HEAT TRACE CABLE TEST 

TEST DATA FORM 9-1 TRANSDUCERS AND METER/CONTROLLERS - PRIMARY SUMT 

TEST DATA FORM 9L.2 

TRANSDUCERS AND METER/CONTROLLERS - SECONDARY SUMP 

TEST DATA FORM 10-1 PUMP TESTS - INrflAL CONDITIONS 

TEST DATA FORM 10-2 PUMP TEFSTS - PRIMARY SUBMERSIBLE PUMP (W5PI) 

TEST DATA FORM 10-3 PUMP TESTS - SECONDARY SUBMERSIBLE PUMP (W5P2) 

TEST DATA FORM 10-4 PUMP TESTS - PRIMARY SUMP SELF-PRI)MING PUMP (W5P3) 

TEST DATA FORM 10-5 PUMP TESTS - PLO WMETER CALIBRATION 

TEST DATA FORM 10-6 PUMP TESTS - SPARE PUMPS 

TEST DATA FORM 11-1 LEACHATE STORAGE TANK - TANK PUMP (W5P4) 

TEST DATA FORM 11-2A LEACHATE STORAGE TANK - HIGH LEVEL FLOAT SWITCH (FS3) 

*.........TEST DATA FORM 11-2B LEACHATE STORAGE TANK - HIGH LEVEL LIMIT SWITCH (LI) 

TEST DATA FORM 12-1 BUILDING POWER AND LIGHTING - BUILDING POWER RECEPTACLE 

TEST DATA FORM 12-2 BUILDING POWER AND LIGHTING - BUILDING LIGH-TING FD=~TES 

TEST DATA FORM 12-3 BUILDING POWER AND LIGHTING - AREA LIGHTING FDITRES 

TEST DATA FORM 12-4 BUILDING POWER AND LIGHTING - CONTROL PANEL HEATERS 

933-1354 C-3-173

WI-C-SD-W025-RPT-O0l, Rev. 0 

TEST EXECUTION 

TEST EXECUTION SHEET 

AT? No. 

Test No. 

Installation Contractor 

Date 

Recorder/Organization Date Test Director/Organization Date 

TEST WITNESS 

Witness/Organization Date WitnessOrganization Date 

Witness/Orgalizatiofl Date Witness/Organization Date 

Kaiser Engineers Hanford 

Without With With 

-Exception - Exception/Resolved Exception/Outstanding 

Field Engineer 

Date 

*Design Engineer Date Project Engineer Date 

TEST-APPROVAL AND A6CCEPTANCE 

Westinghouse Hanford Company 

W-ithout With With 

-Exception - Exception/'Resolved - Exception/Outstanding 

(Title or Department) Date (Title or Department) Date 

(Title or Department) Date (Title or Department) Date 

933-1354 C-3-174

WHiC-SD-W025-RI'T-0oi, Rev. 0 

EXCEPTION SHEET 

excePT1ON No. Pin*c No@. ATP Mo. 

l Iatc 

Dowconwd ATP Pm,. No. 

Deonamon tot Pu.w" 

OAyvcw (N'i"V ftatl 

AMTST EXECLMON AND ACCEPTANCE______ 

p~ll ui w5 cowwa oule 0... ot 

F~ m~wu~gDlwe lIn DOum (lun.is~omomm) two 

Deaipn S VwMuVw (Auwm u ATFIJ XueA. p~ rzl o 

o 

a' Reu mudhd EmE~nN amw . O0 

Apprpoer I D"e Do@vr 

102-t IMN 7 PA?t3 " V er MWT§ Sr 

933-1354 C-3-175


TEST D2ATA FORM 

HEAT TRACE SYSTEM - TE1VTERXATURE SENSOR TEST 

Test Equipment DMM Manufacturer and Model No._______ 

Serial No._________ 

Activity Verify Reading Date By 

.1 Disconnect conductors NA _______ 

* . .1.2 Visual inspection NA _______ 

.1.3 onnect DMM NA ______ 

.L.4 ool or heat NA _______ 

.1.5 ontacts open N 

ontacts closed 

NA 

-. 1.6 econnect conductors NA 

933-1354 C-3-176

YWHC-SD-W025-RPT-O0l, Rev. 0 

TETDATA FORM - 

HEAT TRACE SYSTEM - 

HEAT TRACE CABLE TS 

Test Equipment: COA Manufacturer anid Model No._________ 

L 


. Energize circuit _____ NA _______I 

tep No. 

Activity 

____ontacs dlosed NAI 

.7 ontmcts open NA _____- 

____ 

Verify Reading Date By 

933-1354 C-3-177

WI-CSD-W025-RPT-O0l. Rev. 0 

VaT: e-jZ-W82& s.F=W Rev. 3 


TRANSDUCERS AND METERCONTROLLERS - PRDMARY SUMPv 

Test Equipment: WLT Manufacturer and Model No. ________ 


Water depths for pump controls: 

D1........ 

D2- 

D3- 

tep___No.__Activity__ Verify Reading Date By 

.1.1 Disconnect pump power ____ NA 

NA _____ _____N 

TraigNA __ _ _ __ _ __ _ _ 

umpNAaterlevel___ 

9.1.3 ump water level NA _________ 

ump, level meter reading NA ___ 

.1A4 erify relays are correct NA___ 

9.1.5 ater level #1 NA _________ 

unp, level meter reading *1 NA 

NAterlevel___N 

Sump level meter reading #2 

leel_3_N 

NA____ 

NAte 

ump level meter reading #3 NA ____ ___ ___ 

ump, level meter reading #4 NA ____ ___ 

NAterlevel_#5_NA 

Sump level meter reading #5 NA ____ 

Water level #6 NA ____ 

ump, level meter reading #6 NA ____ ___ ___ 

#7_NA 

ump level meter reading #7 

NA 

NA 

NA 

__level 

__evel_4_N 

933-1354 C-3-1 78


TEST DATA- FORM 9-1 (Cont.) 


Water level #8 NA __________ 


NA____ 

Water level *9 NA ___ 

Sumnp level meter reading #9 NA____ 

Water level # 10 

NA 

urp level meter reading #10 NA ____ 

g.1.6 Verify CR2 de-energized NA ___ __ 

Water level 

NA 

9.1.7 Verify CR4 de-energized _____ NA____ 

inter level (CR4) NA ____ 

Veify CR1 energized 

NA 

Water level (CR1) NA _________ 

9.1.8 Water level NA ____ 

Sump level meter reading NA ___ 

9.1.9 Ceck high level float on _____ NA ________ 

heck high level float off 

NA 

933-1354 C-3-1 79

WHiC-SD-W025-RPT-O01, Rev. 0 


TRANSDUCERS AND METEP,/CONTROLLERS - SECONDARY SUMP 

Water depths for pump controls: DS-I _____ 

DS-2_______ 

Activity 

Step No.] 

V22 erify relays are correct 

Verify 

Reading 

Date 

.2.3 Cairate transducer NA 

(attach calibration sheet) ____ ___ 

- .... ~.- 

9.7.4 ump level meter reading NA________ 

.1.5 ater volume #1 NA ____ ___ 

umnp level meter reading #1 

Water volume #2 

urnp level meter reading #2 


NA____ 

NA 

NA 

NA 

Sump level meter reading #3 NA _______ 

Water volume #4 NA ____ 



NA 

NA 


NA 

Water volume #6 NA ____ 

Suimp level meter reading #6 


NA 

NA 

Sump level meter reading #7 NA _______ 

By 


NA 



Sumnp level meter reading #9 


NA 

NA___ 

NA_____ 

_____ump level meter reading #10 NA________ 

933-1354 C-3-180


JEST D2ATA FORM 9- (Cant) 

.Step No. Activity Verify' Reading Date By 

9.26 Verify CR6 de-energized NA ___ __ 

S____ump level meter reading (CR6)- NA ____ ___ 

Verify CR energized NA ___ 

Sump level meter reading (CR5) NA 

933-1354 C-3-1 81

WHC-SD-W025-RPT-OO1. Rev. 0 

&MACHMET TO TEST DATA FORM 9-2 

CALIBRATION S= EE- 

SECONDARY SUN? TRANSDUCER 

Reading No. Measured Water Depth Transducer Reading 

933-1354 C-3-182


M~' !C-SED-w02-Ai?-eO1 RI.3 

TEST DATA FORM 10-I 

PUhV TESTS - INITIAL CONDITONS 

Water depths for pump controls: Ml_____ 

D3 __ _ 

DS4 

__ 

Step No. Actmvty Verify Reading Date By 

V____erify CR7 de-eriergized N_______ ___ 

10.1.1 Primary sump water level NA ____ ________ 

Verify on control panel:-____ 

CR1 energized 

NA 

CR2 de-energized _ __ NA ___ 

CR,3 de-energized NA ___ 

CR4 de-energized ____ NA ___ 

Pump faiure light on NA ____ ___ 

Roof alarm light on NA ____ ___ 

Relay indicator lights:____ ___ __ ____ _ _ _ _ 

CR on NA_ ___ 

________ CR3, CR4 off NA_____________ ____ 

10.1.2 Scndary sump water level NA ____ ________ 

Verify on control panel:-_________ 

CR5 energized NA__ ____ 

_________ 

CR,6 de-eriergized 

Pump failure light on 

Roof alarm light on 

Relay indicator Lights on: 

CR5 

____ NA__ 

____ ___ 

_____________ NA__ 

____ NA__ 

____ ___ 

NA 

933-1354 C-3-183

WHC-SD-W025-RPT-OO1. Rev. 0 

TEST DATA6 FORM 10- 

PUMP TESTS - PRUMARY SUMMRSIBL 

PUMP (W5P1) 

Step No. Activity Verify Reading Date BY 

10.0 Phase current NA ____ 

NA _ _ _ _ _ _ _ 

NA __ _ _ _ _ _ 

10.0 otor overload size NA _____ ____ 

10.2.1 nergize pump _____ NA 

10=2 witc~h to 'hand*___ NA _______ 

0.2-3 erify pumping __ _ _ NA _ _ __ _ _ _ 

0.24 Verify W54 energized ____ NA ___ 

10.2.5 Verify 'run" light on NA ____ 

- ri sumnp below high level NA ____ 

10.2.6 Activate CR1 NA 

Water level at start 

NA__________ 

10.2.7 Verify auto start NA 

V____ erify z'an* light on NA _____ ____ 

10.2 Verify pumnping ____ NA _______ 

10.29 Verify pump shut off NA 

Water level at shut off 

10.2.1 Verify auto start NA ____ 

NA 

10.2-11 Verify automatic stop _____ NA 

Verify roof alarm,___ 

NA 

10.212 Switch motor starter to 'off NA 

A-- 

933-1354 C-3- 184

WHC-SD-W025-R?'T-001. Rev. 0 

TEST DATA FORM 11- 

PLIMp TESTS - SECONDARY SUBMERSIBLE PUMP (W5P2) 


10.0 Phase current NA 

NA_______ 

NA 

____ 

10.0 Motor overload size _____ NA _________ 

10.3.1 Energize pump ____ NA ___ 

10.3.2 Switch to "hand'____ NA _______ 

10.3.3 ezify pumping ____ NA _______ 

10.3.4 Verify 'run' light on _____ NA ____ 

Drain sump below low level NA ___ 

10.3.5 Activate CR5 _____ NA _________ 

Water evel at start 

NA 

110.3.6 Verify auto start ____ NA ___ 

V____erify *run" ight on 

NA 

10.3.7 Verify pumping NA ___ 

10.3.8 Verify pump shut off NA ___ ___ 

ater level at shut off 

NA 

20..V0erify automatic stop _____ NA 

Verify roof alarm 

NA 

933-1354 C-3-185

WHC-SD-W025-RYPT-O01, Rev. 0 

NT'1 1 -S uj-rO?3:AMC0 Rev.. 3 


PUM? TESTS - PRIMARY SUM? SO-F-PRIMUhG PUMP (W5P3) 


10j.0 base current NA _________ ___ 

NA 

_______ 

10.0 otor overload size NA 

10.4. Add water to sump NA____ 

Energize pump 

NA 

0.4-2 witch to 'hand"____ NA 

0.4.3 erify pumping ____ NA 

NA ___ __ 

0.4.4 erify "un"N light on NA _________ 

10.4-5 Verify pumnping 1 minute NA 

10.4.6 Switch to wauton NA _____ 

Add water to sump NA __ ______ ___ 

10.4.7 Raise high level switch NA 

10.4.8 Verify auto start NA 

10Q4.9 Verify pump shut off NA ___ 

Water level at shut off NA ____ 

10.4.10 Verify autornatic stop NA 

Verify roof alarm 

NA 

933-1354 C-3-1 86

WVHC-SD-W025-RPT-001, Rev. 0 


PUMT TEST- 

FLOWMETR CALIBRATION 

Step No. Activity Verify Reading Date B 

10.5.1 Verify water volume _____ NA ____ ___ 

10.5.2 Verify water clean NA 

10.5.3 all valve W65 open _ ___ NA ____ 

all valve W66 closed 

NA 

lenoid ball valve closed _____ NA____ 

10.5.4 Water Level in tank NA ____ 

10.5.5 Purge air _____ NA 

10.5.6 Water level in tank NA 

10.5.7 inch foI meter reading NA 

___ inch flowzneter reading NA___ 

10.5.8 umnp 500 gallons - 1st cycle _ ___ NA 

10.5.9 inter level in tank - 1st cycle NA 

10.5.10 2inch flowmeter reading - 1st NA 

cycle_______ 

inch flowmeter reading - 1st 

NA 

c ____ ______ 

____urge air NA 

10.5.11 urnp 500 gallons - 2rkd cycle _ ___ NA 

Water level in tank -. 2nd cycle 

2inch flowrneter reading - 2nd 

NA____ 

NA 

cle__ _ _ __ _ _ 

inch flowrneter reading - 2nd 

NA 

urnp 500 gallons - 3rd cycle NA _______ 

Water level in tank - 3rd cycle NA __________ 

2inch flowrneter reading - 3rd MA 

ccle__ 

ich flowmeter reading.- 3rd NA 

cLe 

________ 

933-1354 C-3-1 87

WHC-SD-W025RPT-OO1. Rev. 0 

WH4C-SD.W2AP-IWtRev 3- 


PUMP TESTS - SPARE PUMPS 

Pressure Cage Model andS/_ _____ 

Volume 

Pressure 

Pump Type and Pumped Tie Head Date By 

Serial No. (units) (units) ____ 

933-1354 C-3-188


TEST DATA PQORM 11-1 

LEACHATE STORLAGE TANK - TANK PUMP (W5P4) 

DMM Manufacturer and Model No.___________ 

Serial No. 


10.0 Phase current NA 

NA 

___ 

NA 

10.0 otor overload size NA 

11.1.1 heck tank, activate breaker NA 

11.1.2 oltage betweent terminals: 

Tand 72 NA _ _ _ 

Tand T3 

NA 

__ T__ anid metal frame NA ____ 

11.1.3 Verify motor rotation - NA ____ 

V____erify pumping _____ NA 

11.1.4 Voltage between terminals: 

7and172 

T2___ and 73 

NA 

N 

11.1-5 Verify pump shut off N 

933-1354 C-3-1 89

WHC-SD-W025RPT-OO1, Rev. 0 

TEST DATA FORM I J-2A 

LEACHjATE STORAGE TANK - 111 1- LEVEL FLOAT SWiTCH (P53) 

Tank high water level _____ 


11.2.1 *rf "high tank lever light _ _ __ NA _ _ __ _ _ _ 

erify CR7 de-energized NA ________ 

11.22 Verify MS NA____ 

Water level at FS3 turn on 

112.3 Verify CR7 energized and 

record tim delay_________ 

NA 

____ 

11.2.4 Verify *high tank lever" lght NA ____ 

11.25 Verify roof alarm and record 

tiedelay__ _ _ _ _ _ __ _ _ _ _ _ 

11.2.6 Verify pumps inoperable: ____ ____ ____ ____ 

1SP NA ____________ 

WMNA ___ ___ 

WsF3_ NA _ _ 

127 Verify 'high tank lever" light NA ____ ___ 

e rify CR7 de-energized NA ____ ___ 

ater level at P53 turn off NA 

933-1354 C-3-190

YWHC-SD-WO2-RPT-00l, Rev. 0 

TEST DATA FORM 11-2B 

IEACH-ATE STORAGE TAMK- HIGH- LEVEL LIT SWITCH (LI) 

Tank high water level _____ 

Step No. Activity Verify Reading Date BY 

11.2-1 Verify "high tank level" light NA _____ ____ 

Verify CR7 de-energized ____ NA ________ 

Ill=2 erify Ll NA 

Water level at Li turn on NA 

11.2.3 Verify CR7 energized and 

_ _record tirre delay_ _ _ __ _ _ _ _ _ _ _ 

11.2-4 Verify "high tank Lever light NA ____ ___ 

125 erify roof alarm and record 

tiedelay__ _ _ __ _ _ __ _ _ _ _ _ 

16 Verify pumps inoperable: ____ 

W5P1 

NA 

SP2 ___ NA 

W5P3 NA __________ 

112-7 Verify "high tank lever" light NA____ 

Verify CR7 de-energized ____ NA ________ 

Water level at Li turn off 

NA 

933-1354 C-3-1 91



BUILDING POWER AND LIGHTING - 

BUILDING POWER RECEPTACLE 

Test Equipment Receptacle Tester Manufacturer and Model No._______ 

Serial No.______________ 

Step No. Activty Verify Reading Date By 

12.1.1 Verify receptacle wiring NA___ 

12.12 Verify that OF! trips NA 

(outlet 1)__ _ _ _ _ _ _ __ _ _ _ 

12.1 Verify that OFT trips NA 

(outlet 2) 

933-1354 C-3- 192


TETDATAFRM12 

MiC-ZD 

'25ATP~ani Re.1 

BUILDING POWER AND UGH-TING - 

BUILDING UlC1{~INC FIXTURS 

SStep Noj Activity V erify Reading fDate By 

12.. Verify lghts function - -NA * - 

933-1354 C-3-1 93


M~rC-Cr-WZ>;Ar=T ev. 35 


BUILDING POWER AND LIGHTING - 

AREA LIGHTING FIXTUES 

Step No. Activity IVerify _1Readingi Date I By 

12..1 Verify initial illumination: _________ ____ 

Fla NA __ __ 

Fib ______ NA __________ 

P2 

NA 

P3 __ _ NA_ _ _ 

P4 _____ NA ____ ____ 

.2 Verify illumination over time: 

Tune #1 

NA___ 

Pla ____ NA 

Fi'b NA _ _ _ 

P2 __ _ _ NA _ _ _ 

?3 __ _ _ NA _ _ 

P4 __ _ _ NA _ _ _ _ _ _ 

Tune #2 

NA 

Fla ____ NA 

?1b NA _ _ _ _ _ _ 

P2 __ _ _ NA _ _ _ 

?3 __ _ _ NA _ _ 

P4 NA _ _ _ _ _ _ 

rne #3 

NA___ 

P'la NA __ _ _ _ _ _ 

pib __ _ _ NA _ _ 

F2 __ _ _ NA __ __ _ _ _ 

P3 __ _ _ NA __ __ _ _ _ 

_ _ _ P4 __ _ _ NA _ _ __ _ _ _ 

933-1354 C-3-194


TEST DATA FORM 12-3 (Cant) 


Tune #4 NA__ _ _ _ _ 

Fla NA ___ 

Fib NA ____ __ __ 

P2 NA ____ __ __ 

P3 

NA 

P4 NA ____ 

Time #5 NA__ _ _ _ _ 

Pla NA ____ ____ 

Fib NA ___ 

P2 NA _ __ _ __ _ 

P3 NA ___ 

_____ P4 _____ NA ____ ____ 

12-13 Verify fbftures turn off: 

Fla_____ NA __ ___ ____ 

Fib __ _ _ NA _ _ __ _ _ _ 

P2 __ _ NA _ _ 

P3 _ _ _ NA _ _ _ _ _ _ 

P4 

NA 

933-1354 C-3-195


TEST DATA FORM I2-4 

BUILDING POWER AND LIGHTING - CONTROL PANEL H~EATERS 

Step No- Activty Verify Reading Dte By 

1 2.4.1 Heater at ambient - Control Panel C - NA ____ ___ 

M.4.2 Heater becomes warm - Control NA 

C 

I _____anei 

Z4-.3 eater at ambient - Control Panel A NA 

eater becomes warm - Control 

NA 

I ~~anel 

I Heater at ambient -Control Panel B - NA 

IPanel B 

A __ _ 

Heater becomes warm - Control 

NA 

933-1354 0-3-196

WHC-SD-W025-U'T-OO1, Rev. 0 

., 

ENGINEERING CHANGE NOTICE P..1o 7 o..................... 

X. EON cagory (mik one) 3. Orlpindoes Nam, O~izai. UlN.'and T~oPhom NO.4.at 

Suppimmoial R F.S. Shun, Golder Associates Inc. (206) 883-OM7 8-22-94 

__mo 0 5.WA Projed 7Wi/Noji/ot Order No. C. B~dgJ~yLFm No. 7. Impact Levl 

T~mwowaY 1I W-02S RMW Land Disposal Facifty 200W / 21 6-W-5 

Standy 1 L Opowmen* Numbers Changd by lhi EON 9. Pembtd EO.N Ns) 10. Relsad P0 Na. 

Canm*e~oid [j Qnckedes shoal nto. and now.) 

_______________Design Drawin~gs jNA NA 

IO 

ila. Modft..om Work lib. Work Package I ir- Mod cfton Work Cormplete I Id. Restored to Onrins) Condi. 

lion (Toemp. or Standby EON only) 

ys (lit skac NA INA NA 

No Nk 

* 12- D.wipilon of Change 

SH&3s. I lb. C"g. Engineer Signata. & Daf Cog. Engineer Signsturs & Date 

lie. lid) _____ _________ ________ 

EON 

Changes to Projed W.02 

Dogn Dangs: 

I. AN P4.2-13 1S73 *wwguh N+2131504: In Vtia bkock change Bldg No. to 218-W.L 

(Carrinuod on Showl 3) 

ULe JutfScdaon* mak dda Change D esigh imenEwfdti 

l3b, .Juaon DeLA& 

1. EdftorfaL. 

0bF~n U 

I. Provide are" Mmafmo to hasitat future um. 

3. Providese m ub nos to 6fmdkm tuba, Um 

os Dmta Conof. E fon Design En.rw/oimmon f 

14. Diswtnoah (Inobvie rame. USI N, and no. Of opes) 4 pi . A.~ Ea.ASE SUAMP 

WHO0 DISTRhSLMl1N 0- . I -t - -V-1 

s f.sA..4 i :-2, 1 a- r - 1*hp ____________ 

KEH OISTRIOLMON 

WRAP DM: G045 (1) (. COammmns N-24 (1) JA Morton 

.LA MO" Cowls (1) DA. Pra T4-03 (1) P.O. Beau"~ S2-55 

12-55 

(3) 

() CF71c,]A' RELEASE 

SSation 10 A347 (1) Li. Girl T4-06 (1) Wk. ae~ in -41 (1) BY v~sl:-: 

DA. RoN 34-01 (1) D.R. Luws G3.15 (1) P.L Racklay S2-55 (1) 

-. ~ OEDmtS$AtowAUG 29 199 

.L 1 Cutest AS-S (1) V.S O.Uui tmtu AI-S (1)M 

K.C Johnso MS.=2 (1) fj. Z DeinyMTM 5() K.CLwl 3ON1 

NJ.. BenzaIo T4-03 (1) 

933-1354 C-3-197

WHC-SD-WO25-RPT-OO1, Rev. 0 

ENGINEERING CHANGE NOTICE 2 1 EN (use no. from pg. 1) 

i&. Desgn 11L Cost Impad 7 ceuetmat(as 

ROZENGINEERING 

CONSThUC1ION17S@d. mat(y) 

o u AdeiUonal I so Addidonst so $0 imve-eft 

*No Savingsa Seaigs sI Dsey 30 

1I. Chanage impact R~'. Inckala thae robdd documnrt (othet han the ongineennq documnent Identifed on~ Side 1) 

"~ 'wl be fedby to change dwacadbod In Block 12. EhW toe decled doumnerg numb. in Block 12. 

so* a ~ S.C~bm a ?.A 

C-". 0-, A"W [3vk a~. VI [3 

Lap- g.6 [310 a~P~.[ ASWI C" lee 

PSAFA 

toom WO[3C A b,..fr [3a [3%fi 

lit 

Olw Aifectd Docunenbc (NOM- Documnents 6&ed below vAa not be revised by Uti. EON.) Sanctums below 

kwlcsi d~ osgning orgartllon has been ncdfied of oV.w affemd docuaments Istd below. 

Document Numbeq~ocn DOccurnt NunbeiI1Rmalmn Docunec Numbef Revision 

DOEIRL88-20, Supplement 2 

2M Apmvalo 

= rPTIN I0 

Sacu itSgn~WU Dan 

AR V.ENGiN5!Ft 

Smell 

Seu-t 

Design 

Enviro& 

T&ak Wuf Asoeddn Syp~r 

Facikes Operdwae DEPARTMENT OF 4ROy 

PAeonm & ReeWO~on 

Signade or L~~a No. 

Opmonon & Suppai Sor~4es 

iRM 

ADOKOAL 

Otw 

A-~O.OS- (~~7GEFVW 

933-1354 C-3-198


ENGINEERING CHANGE NOTICE CONTINUATION SHEET Ec W-025-029 

Pagit 3 of X 7 Datt 9-22-94 

- hKV%/=0 go SHEE-110 REVISION 

9 020131573 001 ED4R 

*K02013S7. DOI CDC2 

I02C13157 Ca1 CD02 

*K020131576 001 CDOZ 

= 213IS7? 001 CDOZ 

*N 020131578 001 CPU 

9 02013I579 001 cD02 

*K020131580 001 CD02 

*K0Z0131581 001 cooz 

-K020131582 001 CDOZ 

N 020131583 002 002 

N K 520131wM 001 CDaZ 

*K 020131515 Doi CDC2 

X 0201315M6 Cal 0 

K 020131587 001 *0 

*K 020131517 002 c002 

*K D2013135 003 0002 

*K020131517 004 002 

K02013251U 0O1 0002 

9 K 0013189 001 Co0a 

1 020131590 001 0002 

m = 2131591 001 0002 

N 020131572 001 0002 

X 020131S93 001 0002 

*K 02013159% DO1 Cool 

CUT 20 

2S 

A-7900-013-4 

0'9)GEF094 

933-1354 C-3199


Canvniawd trom Socton 12. page 1: 

2. Add moss rernoms to CMI fi. *22585 and conuck conwwcoes sajbfftab as folows: 

Subnak to be Istd an DWG K.2-131575., 

suw -u-4 *pcR 

DESCRIP1om~ 

301 Dism. 1.4.1.2. ir No Tap Reine 

304 010M0.1.5. A~4 3urwy of Subgrao. 

Subinmft 

to be tide an DWO 14.2131M7: 

16 0224. i.2A Adink Pimpad Plan (lemonb) 

SA 0224. LL2A Adinl Pres~on Plan (Puganiq 

lea 0224. 1.2A Adrnk Pmparagon Plan (PugmiU 

16.1 0?Z4. 1.2A Amink Pisparston Plan (Bet Scala,) 

17 0=4.1.2B Sa AMPlacmana Pta 

17A 02224. 1.2.3 Sca Lnr Plaosmeet Plan 

Subnftels to be [mod on OWrs H-2-13SMt 

MA 

cVI 

#SP!C*j RE.e=Fc 

25 0M75 l.IA Geoianbram Wbh"r~ GA Mamua! 

25A OW3. 1.7. Gamm rCiwirnl 

28 =VS 1).Aoa.ra/dn FrI'ddn Angie 

211 022S, 1.7A Gefmaenrarmw OA=O Oda 

2&2 02M. 17A4 83uds C..V6ca9oo 

254 02275. 1.7.A Geoinembran. OAC Data 

25-IA OW5. 1.7A Goebraw Pan Corfdlcdon 

25.4 02275. 1.A GoawbrmM QC= Dam, 

25.4B 022M 1.7A Gooeibra,. Env. Sum Crack Cerudcadon 

25.4C 02. 1.7.A Gemfinmbuaw Enw. Sown Crack Crcnon 

2U. 02275.17) GaemAmbran. Low Tamp. Weldog Cieddon 

2&J MWE 1.7A). Geeemam CA=0 Deioewaon 

25.SA M=S 1.7) Gooinambrane Woo Shear Test PApee 

OW.. 1.2M )V G~aenrbtun Resin Docuffarodon 

21.3OWV. V.7A Gamec btal P&4*&are In Sol BuW~a Dou 

25.9 0W2M 1.7) GWaoinamMrn Realc to So BMW~a Cajf 

25 OW= 1.7.3 Gcoaynowdo Samiples 

Subomb a load an DWG K42-1315S0- 

CAI 

aV8± SUP* *SpK REP,. DESCR1PION 

21 .111..1.2 Graular Drainage Layers. Gravel Sample 

Submlbds to be Ited an DWQ K42131SMt 

CAI 

SUB* SUP# SPec REP. 9M O 

3S 02725. 1.2.3 HOPE Ppem Pabiicgon DiuAsag 

a 02725. 1.2%3 MOP! Coflacon We# Fabricadon Drawings 

A700-013-3 P&6AM GEFOS 

933-1354 C-3-200


ENGINEERING CHANGE NOTICE CONTINUATION SHEET / 1. ECN (use no. tram p.1 

Page V(; W-025-029po 

Conlinued itor Seckon 12. page 3. 

SubRnltak in be bod am DWG 142-1315MI: 

C1 

"0 $UP# *SPEC REF. DESCRP'TON 

37 02727. i.2A Vertical Rm P"p 

hA 02727.1.2A Precast commte Pips 

3503210. 1.ZA Rebwat d Coming 

411 090. 1..2 Manhole Cognog Ma~Waciwurs Spedicatons 

48A ogo. i.2 Manhoie Coming Manufat:r Spe lam 

Subffk~cals to be lsid an DWG 142-131584: 

vie*# SLIP# VSPeC W. DESCRIPTIONt 

31 =51.1.5 Asphalt Mix Design 

31.1 0211. 1.5 Asphalt Seal Cast 

Sabinftak ic bo Wad on DWG 1+2-131565, 

$33 UP* VSPEC REF. D!SORP"kN 

39 0310. MS2. RabAr Sh~op Drawngs 

40 0=10. 1LA Ali-ertrainiing Admk Crncloon 

41 0310. U. Canoe* Ukc Deign 

Q2 03310.1.2 AnchaOaks 

43 =310. U. Wmarow" 

47 111 . IAAA. PaW aminoBy m List 

4.1 DOM00 1.A.2 Tankc Cosing Uanuactme Speoom 

53 1325. 1.3A Laa Tank Fabricdlon Drawings 

SM 13M05. U)3 Loaahdo Tar* Fabdefton Drawings 

3B130. 1AA Leachal Tank Uqaid Lvwl Wfnt 

32.1 13M0. U)3 tLaoaut TaV* FMAMoAn Drawings Verit 

W3. 13206. IJA Laaksal Tank Fakildo Drawings-e. , 

53.3 1320.1I.3A Laadt. Tank Fabrialdon Drawings 

53. 13205. 1.3A Umcaif Tar* FAlbm"Mo Drawings Lawr 

83.5 13205. 1.3.A Lwhob Tank Fabubdalen Owgra. - A&ME Ceilt 

53.5 13205. IJA Lahal Tank fteaidon Drawng 

7 15060. 1.AA 0~Dis t"g pipe. ShVp Drawings 

56 1506. 1.4.8 Loachb Tank Fabftlom Drawinags Show 

so 1ISM). 1A.C $Wilm S*l Pipe Cat ma 

B0 15166. 1. Nallews, Braaft~ Suppoft . Todyjw Dat 

61 1506". 1±8 Pip. and Condi* Support Sydm - Ceaadowe 

62 15068. 1.2.C Pipe and Cendut Suappout Sym. Drawings 

83 IS10. IU VamurReaatVa~ 

64 15100, 1.3A Solenoid Drain V"b and Piping 

84.1 I510. 1.A Solencid Drin V"lv and Piping 

Is 15100, t3A Sample Cocks 

a 15100. 1.3.A Check Valwas 

015100. 1.3A AutoDeff Drain Va"e. Menu. kdoman 

66 15104. 12A Buft* Vahl"S 

15106IC. M.A 

Suaofy Valves 

go15150. 1.2) Turbine Meter 

151110. 1.3A Turbun. Were- lnsastim. operdoan. and Uanimnas manual 

70 IS=5. 1.L& Laachal Tank andl Pipe irmu asid - MyAn. its. 

71 155011. aftb Tank and Pipe insuldon -CeMaclo 

A7=0O13-3 (06'2 CEFOA 

933-1354 C-3-201


Congnud from Sadlon 12Z page 4: 

Sub..JuasM to.b Ivied on DWG 1+-2-131586: 

CIA 

05500 1.2 Vaier& Rhsa Lid sand Gradng Feb. Otavdngu 

so 11210. I.%A Pumnpa. Netam M4atials hdfomia~n 

M0. 11210,1.2) PWnps motams mdaM Intom"wid 

M0IA 11210. UAL Aimp, Imatom Maa Lbdormcdon, 

11210 Tran* Pnup - lrt~n Opereson. and kMlitnwa hat Ndwa: Parts and Cisassetmbly 

lflguEMon 

11210 Submarsible, Pump.- friaadn and Opetdoi Imcdons 

11210. 1-2. A, 2-1 Submersble Pump.- Ptafonnance Curves 

11210 SaI-Pitmn Pump - InSWAsdon. Operation. sand Wainaamarc Inigrudons: Spa, Psw U=C 

Umtiainnn Manual 

11210, 1-2 VoilaomeOpU, Curve: Primary Suamp 

*300 11210 PAW aIS tnng Pump Piggy-Back Arrangemrt 

* *.Subm1ak I* be Isid an DWQ 1+2-131W8 Shoot I- 

54 133.40.1I.6). Pump Contaub - Dwgs. and Maatii Infoinaon 

13340. 1-4 Cmntol Pa"e 

13340,.2 71100i W 

55 13340. 1.6.3 Pumnp Cawal and Botcial Symor 

56 13340. I.5. 

7916100,.4A 

Electica Record Drawings 

Panel Boom's 

g7 1S100. 2.4.5 Panel Boards - Maudash 

90 16417. 1.2A Pan ar~ds a" raings 

Subals to be labd an DWG 142-131WT Sheet 2: 

CA 

=A 5-M #$PM RER EP.MO 

44 06100. U.A Cenbo BSidg Dowr Matiti Imrmadon 

44.1 09100. %.2A. Conbid hling Doow Fiarne Mami. Wonmidon 

SI 13120.1."A Conlrol Siding, I4edwmo Mmnut. Intormcdon 

51.1 13120. 1.3A. Couio Biding Foundmdori 

51.2 131=20..3 C4"17o1 Bi3dng. Hardware Mmmi. Irdonwmdon 

S2 t11= 1.3 Coa wl* Din esign Load 

Subminsis to be toted on DWO I*2-131517 Shee[ 4: 

CA 

sw SP *SPEC REP DESDR!PT1O 

72 16010. 1.7 EhCU4rie Syarm CarUdfi on (AA.um Drwig for Undeaground Candut) 

Ig1oo 

Sclrcal sand fnstrimontdon Opersoat sand Mainteancei 

73 18100 2.4A. Roorways 

73A 16100. 2.4) Costig and Condufts 

7*4 15100. .4). Wks And Cahbla 

75 16100.2.) CMAiab aji d Tormiladons 

78 16100.2) VA 

maw Coabcob,, 

"6A 16100. 2.4) Motor Controbts 

77 151M0.2.4A. POW oqr ei EquipiM. 

78 18100, 24A. Taidenweu 

73.1 16100.2.4A. Trarse'ors~ 

5016100.2.4). Ughling Plotur. 

61 15100, 2.4) Wood Poi., 

and Baiat- Uanut Infe. 

82 1510CL 2.4) Open Fuso Cutouts 

4-710013-3 (06&2 GE096 

933-1354 C-3-202

WHC-SD-WO25-RPT-00O1 Rev. 0 

ENGINURDWN cHANr.E NOTICE CONTINUATION SHEET 7/ IECN . (Use cc. foM pg 

Cownnud from Secton 12, page 5: 

33 16100, 2.4.A Surge Arrettors - Mmnuf Inforemion 

34 16160.,1.2 PshButtonStation 

is 16100, 2.4.A putibox 

96 16100, 2..4.A HWa Trace 

96A 16100. 2.4.A H*MThm 

is 16160, 1.2 Motor Conirfora 

3ZA 16160, 1.2 Motor Controli 

19 16460, 1.2 Tranaorim - Shop Drawings 

19.1 16460, 1.2 Dry Type Transfoz - Shop Dmaw4ns 

91 16500. M.A. lighting - Certified LAb. Ta Report 

91A 16500, 1.4.A lighting.- Crdfied Llb. Tea Report 

92 16500. 1.4.B lighting . 

93 168959, 1.3.A Heal Trac - )dan Inforation 

93A 162S9. 1-.A Beat Tr:2= 

-*94 16259, 1.3.B Hext Trame- QA/QC Documentation 

94A 16959, 1.3.B Ea Trace- QAJQC Documentaio 

W-02$-029 

3. Add notes to drawings to crs ntferace; with ux-built dmwings in CQA Report (WC.SD-W025-RFT-0j) as 

follows: 

Drywim Ny, 

QA Report Rafere 

H-2-13 157S 

Subgrad As-Ruili drawing 

-211576 Top of Secondary Admix As-Suil: dzmuiza 

H-2-13 1577 

TOP Of Operations Laye As-Built drawng 

E-2-13 1579 

Secondary HDFE Gemhtae Li=e As-Built drawing 

P-=z HDPE GeOOmbrmue Liner As-Built drawing 

E-2-13 1590 Top of Secondar Gravel As-Suilt drawing 

Top of Primary Admix As-Built drawing 

Top of Primary Graved Am-Built drawing 

H-2-13 1587, Shwe 1 PMV Control Wiring Diagram 

A-7900-013.3 (06/92) GEP096 

933-1354 C-3-203

WHiC-SD-W025-RPT-OO1, Rev. 0 

2. ECN Og"oy (ma* or*~ I. dginataft Name. Orgain2de. USKN and Telephone No. 4 ~ 

SWPW"meI" 

1 I4 .S. Shun, Golder Associates Inc. (208) 883-0777 96-19-94 

DIanEW PACN o LPiO~~~TAw attt Cirder M. i.y _F IR S. B QAY&Jdw No. 7. Impact Level 

Tamwpeey CI W-025 RMW Land Disposal Facility 200W 1218-W-5 , ' 

Sutandy a .OmamtNjben Changed by V* ECN 9. Related EC1X Mos0 . Aelaed PC No, 

Deinramwng VMC.S-045 Rev. 2 NA N 

!IS. ModlfsatOfi WWl I tL. Work Package I I d. Mediallf Work COUniM ld. Rsaimd to 06al Con0.' 

No. 

lion (remp. at Standby 204 N~y 

0Ysm" kNA NA NA 

No QABSO= 1 b. C49. Egneat Siumme& 0810 Cc%. Enginaer ignawe aDate 

Chaniges to PvuJec W05 Desgn Oeawtnga: 

1. ~ wn o 4-355 t 

4 

Lswhama Tomposaay Statage Tank and PMping Plan: Chtange IVURBINE METEr to 'LOWMET 

evoughot 

Saegon N:. change *2.N TURBINE PL0WMET to *iJN PLwVAETEF. 

reoe caliout for reducers. 

Secdon j: Change -TURS&NE mEEM to TLDWUETrM. 

D*Wo 

=-: Modify Per anathd Slintohea I Uwo.ugh 3I 

changes to Pij. WV-=2 SP dodama 

2. Sean 15150: RPAIOb in .4y Wi anaid. 

13a. Jusidaloi (mark Cdtmiia Change a Design I I Enirwuiintot 

-- At-Found U tmn ~ i 

12L. Julwf8ca Detail 

1. RAeea change in fowmer type and *neneana 

2. lnrom fiawmter accray. 

14. Dtfbufioai (uc4" nam. MSiN. and no.k 01 copies) 4'~ A~ :k V. . r ay RELASE STAMP 

WMC DISTR1SULMON 

MHOsRtro 

9 I toa. itI *t 1 4A) A.7 1) 

WRAP D0 G.1S (7) Q. Cummins 146-24 (1) JAR maglon S2-35(3) 

Stade I0 ........................................... A3-87 (1) LIJ. Wruir T440 (1) WA. mholin Eff-41 (1) 

r- 

V.Aeehe .~~~03S.(3-w . 0~ll (fTRRI) ooew 

1(0. Johnson HS..2 (1) ECLOV OIS7IfelON 

J..4 odan MS3 (1) M.S. ckwins A5-18 (1) 

a.c. Evans HO-23 (1) J. l4.nass S&-75 (1) AX Ciuu.I R3-80 (1) . 

K a. Bezud T4-O0 (1) 

A,7ft0.O1-1 (O6A92 

GSG 

933-1354 C-3-204 

A-7200-013-1 t06'321

WHC-SD-W025-RJ'-OD1, Rev. 0 

ENGIEERNG 

HAN E NOICE1. =CN(us. no. from Pg. 1) 

ENGNEEINGCH NGENOTCEPags 2 of 7 

1 

W-025-031 

IL esgn "JP 

17. 5hdia Impact (days) 

yfi a ENCIINEERING CONRLJcnON 

fYes 

Idoa so Aditional 3 SZO ,0 nmmefl f 

No I Saig I Satings [ $ j Delay 3 

IL Obeng lmpam PAwwiaw. kndous Owa ifltd docments (ottw fm 0 * ngianeem douments lanited an Side 1) 

1W vol be xdaed by Ite change daclbed In Sliock 12. Enbr Vo atled documelt numbe in Block 19. 

*Mang suwfm hEl "~ c-W DPW $a. "ON"s um L-" 

CNA 9"~w [1 W [3 T0yiw~mfm 

AOWA -" El 

&-.0j k.g 

ElW~ 

.O." ~-r El E 

PAWN ~o #W-% 63 Cd vwma.m [3 ghwE 

19. O0"? Affected Docmentz (NOME. Documeants listed below wil aot be tovisd by i~i ECK.) &9najuss below 

indkob wd the signing erganzadoi hes b~as nolled of 00W afleciad docaumenla i5id below. 

Documnent Numbe/PmI~an Docutnent Nwaibe/ftPtwlil Doctsmant Number Ravialn 

WHO-SD-W02-PLN-O01 Rev. 3 

DOM-8L4-20, Supplement 2 

c M p eL -t cq uA_ _ 

CIA 

1;-4ty 

Design 

- EnAren. 

Tank We Remteddon Syim 

Fadiles -pall DEARTMENiT OF ENERGY 

PRealgss & Parnedson 

Signebse ar Leer HL. 

Opeene & Suppoct anim 

01w 

A~3O.OS4(C~GEoss 

933-1354 C-3-205

WJ4C-SD-WO2S-FRPT-O0l, Rev. 0 

x~ 

3~31 

C7 

UP 

alI 

----- ~~' 

M - 

Ia 

z 4 

r L 0-: 

.- ~a 

- 'q9 . 

um at 

VI L.z I 

* 4 

ai 

'pa 

.43r 

C4% 

1=6 

96 W 

933-1354 C-3-206


CNN 

C: 

LI..J 

x -x 

z 

.S2 

gb 

CiJ2 

bn~ 

12 

ini~ 

933-1354 C-3-207

TR:j rt 4'. 'i Al 

WHfC-SD-W25-RPT-OO1, Rev. 0 

0 Z 0a'Ut 

0 

X ;w 

z 

to Z. z 

at 

w 

.4 z 

ZC o cc 

to~ 

:, C 

in 

w 

Qq 

z~ z 

.Ux 

cc 

933-154 C3-20


SECTION 15150 

PLO WNETEPS 

PART 1: 

GENERAL 

1-i SECTION IN'CLUDES 

Furnishing and installing two flowmeters for monitoring the accumulated leachate 

discharged to the leachate temporary storage tank. One meter shain be located on the 

combined leachate discharge Uine, the other shall be on the secondary pump discharge line, 

as shown on the Drawings. Dth meters shall be of the same design and from the same 

manufacturer. 

1-2 SUTBMITALS 

A-. 

Submit product inormation showing conformance with spedfflcations contained 

herein. 

B. Submit proposed procedure for ca Ebrating flowmetems 

C. Submnit ca.1ibration data and certification of caliaon. 

D. Submit in accordance with Section 03M0. 

PART 2. PRODUCTS 

2-1 PERFORMANCE 

The flowmeter shall be capable of measuring the accumulated flow through the meter with 

discharge line) and 5 gpm to 60 Spm (secondary pump disrge 4ie). A &lw rate indicator 

is not required Piping upstream and downstream of flowmeters shal bei str-aight and of 

same diameter as flowmeter for at least 10 diameters. 

2-Z MANUFACTURERS 

Hersey, Rockwell, Badger or approved equal. 

PART 3: EXECUTION 

3-1 CALiBRATON 

Provide certified calibration over full range of flow rates to demonstrate that flowmreter 

performance satisfies the requirements of these specifications. AchWa calibration of each 

WHC PROJECT W-025 15150-1 

943-1576 Setme 1,19 

933-1354 C-3-209

WWC-SD-W025-RPT.O0t, Rev. 0 

WIC-S-045-Rev. 3 

flowmeter will be reqired, ianufacturer's Senerk peifornance data, will not be acceptable. 

Caibrato procedure 3hall be approved by COTR prior to us. 

-S-2 INSTALLAITON 

Inst;LH flowmetexs in accordanice with manufacturers recommendalions. 

WHiC PROJECr W-02 15150-2 

943-1576 September 17, 1994 

933-1354 C-3-210

WHC-SD-W02&-RPT-001, Rev. 0 

1. ECN 0eijt_ 

ENGINEERING CHANGE NOTICE........I...... 

~.~ 2 Ptoi. W-025-032 

2. ECN Catgry (markc one) 3. Owgino Menue. 0gaN"en. MIK~N and 7060wen No. A. Do 

Pupif-mlI P.S. Shun, Golder Associats Inc. M20W 883-0777 10-6-____94 _ 

CawENS offaW*4~ Order N@. 6. SAy.Fac. No. 7. Impd LwA.. 

T- MU W-025 RMW Land Disposal Fealt~y 200W / 21i-W-6 Xb /-.a 

Supadue a. Dotw Nunimont Changed by Vim ECN 5. P.4d EON Nos). M0 PAmmd PO No. 

Canm~ad 

O nckmies ~I no. and mit.) 

WHO..SD-W-02$-ATP-001, Rev. 3 W-02S-031 NA 

11a. modVifi- Wowm 1ib. Wo' Pamksg. 11. mdsoen Work Compip" 11C. PmI to ognaI Cond- 

No. 

son (T"m. or Stondby EON only) 

OYes A " sk NA NA NA 

~ No Q443&& 1ib, Cog.- Efn-a Ugmmh 4 Daf Cog. r=Vkiuur gnF* & DO 

Ili. lI1d) I__________________________________ 

12. Dowpoon of Change 

Changes to Poja4 Vi-= Apsrva Ted Proedu: 

L. Soction 0.5.: Change -oc and .4nah fiowmutoW lo .S.4nok end 2.4nah flowwwe. 

&. 

Seclion 10L10: Oheny. 24inch end %inh fAvwwhe le b.S~vdI and 2-indi Aww'wwn. 

4. T" 0 da Fenn 10-54 S"p Numbeft 1..10. M5L7 10.S.1 1: Change 124nch f~orme im Io 1sknch bmmufte and changs '-incii 

flow w tom '24i Awwm, ftoughwA~ 

Nots: Acpa~n Test Piumdugu V4C-W2ATP-0. PAo. 3. ~ ke be mod for t bndng 4 tw econd kba of Projoc1 W- 

=&. 7)o ohens in tw EON "~e eho apply to toe I'pou bn for toe 00"cod k"e. 

Plafka changes im flomotoc am m eanbod in ECH W.425431. 

14. Okbulon Or kiid nns MSIN. end no. ofoopiee) PI.EASE STAMP 

wHO DISRBMffON..i =m o 

WPAP DMO 03-15 (1) m. cajmmns W-24 t1) JJA Mafto 32M (3)f 

JAMacke (13.15(1) DA Pmd T403 (1) PAbmeuet .M (1) CFFVCAL RELEP.S 

limoo 10 AW4 (1) .J. GW'* r406w(0) WA Io~ SBA f41 (1) M wwY C .. 

DA.. R&N 34-0 (1) DA Lum w-15 (1) P.L P~AidaY S245 (1) I IIIT: 

V. Roescha (0 S p) D. CA"h 740 (1) DAT E 

J. Howard A-SB (1) lmtmo4 

I.D. Johnson S33(1 !-COLoat O1XMI8Uf0N 

msj 

(b 47 5Cot)S-S OCT 11994 

0.0. 9Swans H-23 (()1) A.XC Cmwofe PS-00 (1) 

A,79004132 PW692) GE&S6 

933-1354 C-3-211I 

A-7900-01 3-1 M061921


ENGINEERING CHANGE NOTICE j Pag 2 a4 Z . WCNu025.fro032 

Yeswi h 

M dot hma ovW 12ad OWi M12t 

Adcd ftn~ calg so~be r Ahiaa i 94dmnmtnwbtI soe D odi I2 v of. 

Oeaw bef 0m mp m~elB* 1 Cy~ bm w 1i d'* 0 

(alhW* to' k ouwt, ?.mne~f nSo 

0mo 

(IWa~n9x*9 

loo 

T.*i C.i. MUW 

I 

M.U ".. a" 

0 - n.m 0ae wiSP 

0 em" *" 

19 ~jwa(NT~Omim U~rAf~ 

*wdd oa 'M u~ y~ OL lna iONW. Sb 

~i ~ anig h. gei~*. ee ntld ow 4~ ~~au, £d ia w 

~me~ Nwn~4en D~ianee Nubemm~ OF"w ~b wm 

WH-O.OSPL-O 

uftm. 3- 

DOIL-8-2O aupmn "M2P*"= Cl"m~g 

SO" SPWM4 "A"~a"ps.0P w 

bo.W.A agr /AS0 10 Qa ~ A U4FnIPWAA~w 

TMC-hW025emU401 Rev 3y 

DtOnJL;-0 & Rmm4.ome -2~nn rL~ o 

2Mpoval &supolSre___ 

-4 Ac 

Jq-I 

47QA33~I)~ 

933-1354C-3-21


INFORMATION RELEASE REQUEST 

PUBLIC DOCUMENT CHANGEtREVISION 

(Short Form No. 1) 

1. Base Document ID Number: ECN-W25-032 (SD-WO25-ATP-001 REV 3) 

2. Base Document Title: 

Acceptance Test Procedure W-025 

3. Change/Revision Number: 3 

4. Change/Revision Date: 08/16/94 

5. Unclassified Category:* UC -N/A 

6. Budget & Reporting Code:* B&R -N/A 

I verify this changetrevision to the base document indicated above: 

* Complies with the provisions of WHC-CM-3-4 

e Contains no Limited-Use information 

# Contains no classified or Applied Technology references 

o Does not change the intent or meaning of the base document 

o And, the base document itself is approved for public release. 

7. Responsible Marnager: DR Lucas 

MSIN: G3-1I5 A Telephone Number: 376-0060 

c/ ignte (Date) 

8. Information Release Administration Specialist:" . 

(Signature) 

(Date) 

*Required only for full revisions transmitted to OSTI. 

"Required only for full revisions. 

933-1354 C-3-21 3


OUI1ACI(A-: D'')~ xLIZ)~ LOO 1 JIMft / 

19 It Cwoeted Ry originator 

C61%o *tt lew Plq%,4OMt me- 

god. 

A~~C's~~~eeE~ (dxAr)C,'- ;Zo W ~ jbia ~aoIS~bi~c 

suble a ft 5L_______ __i _n_ ;s%_ 7_---c -Ii. - 

P10~~~~~14~P 

CiCA-RIr'. 

rI~ e-ea 

rtesieim.*d 2.hR C03T-t pV.. SCt4IOULE __V .. 

If 

tefc~d BY ArChite~Ct ~Efrerf Iprojort mt.rr t fchntruction Ertinter 

H e - ~tai-~e.O~a ud ""ie~ 

svl*m.-sal Del. rkl~j'4: ____et ___te AlcItsrt E~kwot/D no 06.ct maft&@eU0eie 

1-2 -- ~ 

att cavltec ;y Itfonreet ACI~~fme 

~~~eftaCt.Cftq(l~r 

____ in ch" I~goe No. t- I ___OtImo _____wuimse 0Isulbtb' 

933-1354 0-3-214


LEFT BLANK

J. I J J, '9Pl1 


APPENDIX D 

SOIL MATERIALS LABORATORY TEST RESULTS 

D- i


LEFT BLANK

WHC-SD-W25-RPTO001 Rev. 0 

APPENDIX D-1 

EXCAVATION AND BAC KM~L 

D- 1


LEFT BLANK

WHC-SD-WO25-RPT-QO1, 

Rev. 0 

cn 

iin i 

Aca. X09 M M a. 

o a V C 0 

0 

0 

OL u 0 w w 0 1 

'CI 

0 

w 'O 

w~ 

Cl) 

U C )C/,_ o wo (Do C o cn co in Co Cl co U) U 

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CD 

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CY. 

Io i 3 CF 

Coc ci 

l a C 

0. z 

CF CV Mo# 

03~ C.)~~~ 

nmC 

t c r V-ru) 

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a.- 0 - 

04 

CY 

C 

933-1354


1*c z 0 

0) C/) U 

CD 

o 

0.0 

C)ui 0 00 

0 z z z 

IL 

co E N 0 

Ci) 2 

Wn LL Q 

20CD> C4 ui 

LJZ 

00 

6 

oU CC 0)1 

rriZ 0)C 

w 

001 

D 

01 N 

I 

Wu 

* CY 

C; W, LL LL 

w zi Lu. Cq 

933-1354 D-1-2

'V 

li 


APPENDIX D-2 

EQLL4N SAND


LEFT BLANK

W-HC-SD-W025-RT-001, Rev. 0 

EOLIAN SAND 

LABORATORY TESTING SUMMARY 

PROJECT W-025 GCS PROJECT NO. 933-1354 

SAMPLE MOISTUFIS ~ %PINER .' 

. CAYIZ. 

-0,.............. .. . . . . . . . .~.' 

..a: ..m. ., E 

ES-0l 11.3 22.1 3.2 

ES-02 3.5 19.8 2.0 

ES..03 5.9 17.2 1.7 

ES-04 3.5 23.3 1.1 

ES-OS 6.3 25.2 2.1 

ES-06 4.3 18. 2.1 

ES-07 3.6 28.3 1.1 

ES-08 4.7 21.4 1.4 

ES-O9 4.9 19.1 1.9 

ES-10 5.0 19.4 0.7 

E-S-1 1 3.6 21.8 1.7 

ES-12 4.4 21.5 1.5 

ES-13 4.8 .19.0 1.1 

ES-14 4.7 19.3 0.7 

ES-iS 4.3 17.4 0.6 

ES-16 7.3 20.4 0 

ES-17 3.6 21.3 1.1 

ES-la 3.2 22.0 0.7 

________19 ___ 4.1 20.7 0.2 

ES-20 .919.8 0 

ES-21 4.0 20.4 0 

ES-22 4.8 21.6 2.2 

E-S-23 4.9 21.9 2.8 

ES-24 4.2 20.0 2.8 

933-1354 D-2-1


EOLIAN SAND 

LABORATORY TESTING SUMMARY 

PROJECT W-025 GCS PROJECT NO. 933-1354 

ES-25 4.9 19.3 2.5 

ES-26 5.4 19.2 2.6 

ES-27 &.5 20.12. 

ES-28 4.6 21.6 2.8 

ES-29 4.5 19.5 3.1 

ES-30 4.9 19.2 2.9 

ES-31 4.8 20.1 2.6 

ES-32 5.3 25.0 2.8 

ES-33 4.2 19.6 2.7 

ES-34 4.7 20.3 2.1 

ES-36 4.4 20.5 1.7 

ES-36A N/A 25.1 22 

ES-36 4.4 18.5 2-2 

ES-37 4.6 19.5 1.2 

ES-38A NIA 24.6 0 

ES-38 4.4 34.1 0 

ES-39 N/A 19.0 2.4 

ES-40 5.1 26.3 0 

933-1354 D-2-2


APPENDIX D-3 

BENTONITE 

D-3


LEFT BLANK

APPENDIX D-3.1 

CQA LABORATORY TEST RESULTS 

D-3.1


LEFT BLANK

W}IC-SD-W025-RPT-0O1, Rev. 0 

BENTONITE PRECONSTRUCTION TIEST SUMMARY 

Project W-025 GCS Projet No. 933-1354 

................ .... 

. ..... .. . .$ ..... 

. 

............ 

.I... .... 

(ml)~~ s.ve No 20 

.(.......... 

Specifications 25 ml minimum 4.0% Maximum 10.0% maximum 15 ml maximum 38.5 sec. minimum 

B-1 25 2.8 7.9 1569 

5-2 26 2.8 7.3 1598 

B-3 28 2.1 aI 13.5 165 

B-4 27 2.8 8.0 15 208 

B-5 26 1.9 7.5 is 91 

B-6 25 1.2 7.6 is 80 

B-7 26 1.4 7.2 13.S 64 

B-8 26 1.4 6.6 13.6 83 

B-9 26 T.!.1 5 1 

933-1354 D-3. 1-1

THIS PA(ft ir i I 'TIONA LLY 

LEFT BLANK

WHC-SD-025-RPT-OO1, Rev. 0 


VISCOSITY CORRELATION 

D-3.2


LEFT BLANK

W'HC-SD-W025-RPT-oo1, Rev. 0 

PACIFIC 

PROCESS 

& LINER, INC. 

Date: /30/93 

Pages: 

F AX TRANSMITTAL 

(Including Cover) 

TO: Cliff Knitter GoiderAswclatoo 

Fax Phone: 206-882-5498 

From: 

Subject: 

Jim Coakey 

Correiatlon-vsoosIty/barral yield/marsh tunnel 

If there are any problems In transmission, please call 503-929-4400. 

Cliff, 

There Is a qualitative correlaton between viscosity, barrel yield and 

the marsh funnel test. The barrel yield can be approximated via 

marsh funnel testing to determine viscosity of a given quanItIty 

bentonite In a given volume waler. 

Using the attached graph and appropriate calculations thg following 

approximaton might be made: 

A slurry with 22.5 grams of bentonlts/350 cc of water and a viscosity of 

1S or greater will have a barr el yield of 9 1 or greater. 

Wxpanation: a 15 centipose slurry of 22.5 0/50 cc H20 equals 9 1 

131Y. The minimum 15 centipose viscosity is determined by timing the 

required volume of slurry thru the Marshfu nnel In approximately 36 to* 

37 seconds (per the attached graph). Keep In mind, this Is only an 

approximation and a visoomneter Is required to confirm those_ 

measurements to sasure aoouracy. 

P.O. BOX$8 PHILOMATHI. OREGON 97370 (503) 929-4400 FAX (503)2.4001 

933-1354 D-3-2- 1

WHC-SD-W025-RT-00i, Rev. 0 

AW mow a - -l* 

4933135 D-- -. mm


AMRIOAN 616LLO0 COMPANY Ea29 

go"'IZ'llA 11 Itchnical data' 

Pag 

3 of 

ft 2. 3 is th volum acpisd by one %mi 'a 

inwter. 

wct 

933-1354 D-3 .2-3

WHC-SD-W025.RPT..001, Re~v. 0 

:SE M7 4-1-83 

=1=:~ NO. I 

Wom T= a 2 of 3 

5 Z ~Apprm't vjftos±.y is abv" 15 =.4piuu, prpu.s !nsh 

zm Lm,3 

3.5qLa i, at is8 9"m pS 350 = .x MLL 

6. ?~ mtVjB=1sty is bse1 u~jpojLums yinpaze f-sah 

S&V40 arv23, 26, or 30 gaft par 350 Cos. I mixr'q as 

uCZT 3iae yield 4 cute IM GOULC contwvt ra to 

dl"Ieg icant4pLme drill Midu. OM fl.uid Mbuld b 

al~hty b C 15go01 SUfftly ak=" 665 cpu. 

5. ilx fo 5 mbumn with 4. Z$Af4.mr, !MaUUM A;Ps.% 

3.0.3. OR. 350 c.15A ~ 20ld 

2.2.25 9K. 250 CC- is 3.5 Ito 31 L. 

3.5 GK. 350 = 5A ISO 9=I35 

20.0 O. 350CC.1AV18= 

22.5 OR, 350 =- is5 AV II. SIt 

25.0 OR. 350 CC. is5 XV 12 BDL. 

a30.0 cK. 350 cc, 35 MI. 63 Int 

933-1354 D -3.2-4

WHC-SD-W025-RPT-00i, Rev. 0 

&P tus if ho ei!.uds Prn forl 4f 

W~aw bllt v rv W 

ISCTION I 

VISCO41TY ANID GEL STRENGTH 

Ll DOOI DIR TOPKICATING YI6COMICE' 

aL Thet~gIINA llig SUMI# LM OW IS *MwiM9 140qu001M 

1. MWa NwwLA - a .IM811 devled III Wdluae Of l1AsttgmBIAi PeWSnd bV e0 esiuP ~ a head 

riw[IGMUk crak. DWIMag fivi Is oenalnWd in thO arPulr spe 

hls~ LW aweaut Wi vbSULI a vvr ISI7Is (ap e ?$wo artaj the~ puff deoe in me Paid Pr 

eharame.dv jsa termu " te M3 .Its 41114 Of hb. A Uime 

111 ViMWW 111 giJ OW~40A Use rUNTIOMMa IhM splIq~ MUM ihi ft"PJSI of the b WA a dil 

MIa I* %M Nor Preponlu of mads. TU e $(j~ itiaho v On b Indlaee diUlasemat 0f t hW . 

dohsMIN mad Bew at M611f Is rhoolo. An In- Inieumant UMNIasla" aesi been .4id a uhst i0iatI 

4110th dun" raf VMdev it Wade In API NOUh ,Nl*AM vdd *AtI Amn 411181110d beY Utifit P2dt AV 

hIDI~~~in MW 'low". s4~ Apadi at1110O rpm Iad 4n~ "n, 

I luadeL41WAmetPr......... ,II3 M 

?SL'4d tn .......... 2.di.11.4mmi, 

j A MUaro Pumel In. M. SA I& albo is Iwdteeeo ~ ine J. 

Ili. -~uaft~6 em) f fis to"s M() elI(L11 1wo mm htel Seed I"0 

low&Id nos~n Itt. "laed AIM10 hesmusWilwtl 

LeAI111 *. 1404 4 of& me*egs10 Alo. M 

Mas 14 ha. ILA mm)i opealam ad It ftmi 

ea 

do Tk~amser. 4inr 

U ftwdurf 

(0-1440c) 

ba. Ze UMOM1 ada speMoa Ih 

m Raad itat S1oub No&=p task e 

4. X*UMa WmnsveOf 11*1d IR 1igPqMs I' (ft 

A.Low ihq 44~c 

m, v11i'tmty. ."p 

'An uro MTAl asn Mah r,40. 

Aathe tlmpsorabj, V1 &uld to~a ftouIG. L.1 

dqvw, t(C). MM Tt71NICL AND CU.P 

933-1354 D-3.2-5

THIS PAGE fl'iTENTIONALLY 

LEFT BLANK



CERTIFICATES OF ANALYSIS 

D-3-3


LEFT BLANK


BENTONITE RAILCAR INVENTORY 

Project W-025 GCS Project No. 933-1354 

CAR NUMBER TONS DELIVERED CUMULATIVE TONS 

1. BN 452458 98.5 98.5 

2. BN 446747 98.2 196.7 

3. BN 450671 95.0 294.7 

4. BN 445837 95.0 389.7 

5. ABIX 150' 96.1 485.8. 

6. RN 457400 95.9 581.7 

7. SN 464546 96.0 677.7 

8. SN 464510 95.6 773.3 

9. BN 450659 95.3 868.6 

10. BN 464544 98.1 966.7 

11. BN 464547 98.8 1065.5 

12. BN 450657 96.2 1161.1 

13. BN 453131 95.0 1256.7 

14. BN 453312 95.1 1351.8 

15. SN 453353 96.1 1447.9 

16. BN 453859 95.9 1543.8 

17. BN 453202 95.0 1638.8 

18. BN 453527 95.2 1734.0 

19. SN 453430 95.0 1829.0 

20. SN 453023 95.0 1924.0 

21. SN 458353 95.2 2019.2 

22. BN 453167 95.3 2114.5 

23. 8N 453454 95.9 2210.4 

24. BN 454435 95.9 2306.3 

25. SN 453129 96.2 2402.5 

26. SN 453444 96.2 2498.7 

27. SN 449457 96.8 2595.5 

28. SN 453242 96.2 2691.7 

29. BN 453443 95.8 2787.5 

30. SN 454349 95.7 2883.2 

31. SN 464310 97.2 2980.4 

32. SN 480812 95.1 3075.5 

33. SN 464507 95.1 3170.6 

34. BN 449539 96.1 3266.7 

35. SN 446747 95.2 3361.9 

36. BN 453186 95.1 3457.0 

37. SN 453613 95.0 3552.0 

38. SN 453213 95.3 3647.3 

39. SN 450671 96.0 3743.3 

933-1354 D-3.3-1


H. CERTIFICATE OF ANALYSIS i 

AMERICAN COLLOID COMPANY 

1500 W SHURE DRIVE 

ARLINGTON HEIGHTS, ILLINOIS 60004 

TO:DAE 

of-? 

ATTN: T~K vA 

shipment of IS-.2 0 0 left our _UL.r _plant in A1345245 

on -- O-t-13as requested on your order number _______ 

A sample from this shipment was tested, and gave the following results 

IEal $PECIFICATIQN EUT 

4uf 

-7..vv 

00____ mc 

1?26 I 9 ; ?D IQ 

73-2:_____ 

We hereby certify that the test results shown above represent this shipment. Tests were 

conducted using American Colloid Company and/or customer approved laboratory procedures. 

TEST CONDUCTED BY: 

hi) 

APPROVED BY: ___________ 


Inany correspondence regarding this shipment, please refer to our Order No. 

D-3 .3-2

1 V'? h-rL . "A 


CERTIFICATE OF ANALYSIS 




TO: 

D\~ 

DATE L 13.. ' 

A shipment of ('-91-2 0 0 left our U o plant in. 8) 07 

on li - 1 3 as requested on your order number________ 


TI;ST 

SCIFICATIQNREUT 

Z4.. 

90 R.)0 0 




-4' 



In any correspondence regarding this shipment, please refer to our Order No. 

O)N113/ 

933-1334 D-3.3-3

WHC-SD-W I025-RPT-001, Rev. 0 

CERTIFICATE OF ANAL YSIS 


1500 WI. SHURE DRIVE 

ii ARLINGTON HEIGHTS, ILLINOIS 60004 

TO:DATE 

/0 -/'/-9. 

TO:1 

ATTN: TcK ~ 4 

A shipment of ({S-.20 0 left our ... L.plantin6JLS IO 

on _j -as requested on your order number_________ 


3=1I $PFQ1F1CATIQN RESULTS.I 

I 

______ 15.0 oa. 

~ (________28. 0 

-1____ __me_____ 73,Z. 




VL 

APPROVED BY:________ 

_____ 


In any correspondence regard'ing this shipment, please refer to our Order No.bI 

933-1354 D-3.3-4

7~. 1~l J 13/ 


CERTIFICATE OF ANAL YSJS 


1500 W. SHURE DRIVE 


TO: 

DT 

ATTN: k -4 & 

Ashipmentof (23 0left our LpT-b L..plant in FP3,TX IS&C 

on I - S-9 as requested on your order number_________ 

-A sample from this shipment was tested, arnd gave the following results 

EST SPECIFICATION jRLT 

none- ___.6_ 2 




ro lk 

APPROVED BY:. 


In any correspondence regarding this shipment, please refer to our Order No. 0 19 4

WHC-SD-W025-RPT.O1, Rev. 0 


AMERICAN COLL OID COMPANY 



TO: ~DATE I-~ 

ATTN: 

hi 

1AA1 

A shipment of (2/-2Z 0 0 left our U.. 0 plant in 4F ~50&55~ 

on I-f -3 as requested on your order number _______ 


IEZT ~ ~ ~ .SPECIFICATION EUT 

IF 

L 

no 


conducted using Amreilcan Colloid Company and/or customer approved laboratory procedures.. 

RECEIVED 

0CT251993 

TEST CONDUCTED BY:__ 

________ 

~APPROVED BY:*____________ 


In any correspondence regarding this shipment, please refer to our Order No. (13-7 

933-1354 D-3.3-6


TO: 





D1-tv tih

WHC-SD-Wa25-RrJ-..1, Rev. 0 

HI 





TO: W 1 4 cuAsDE____ _ 

IATTN: Th-.ck . 

A shipment of C' Z.32 0 C) left our 0L plant in tI~J 94$L['S 7 

on . L 

6&S.... as requested on your order number_________j 

A sample from this shipment was tested, and gave the following results -I 

IE-SPECIFIOATIQNREUT 

')4.0 



I 

TEST CONDUCTED BY: 0 

APPROVED BY: _____________ 

* AMERICAN COLLOID COMPANY 


n)1J9133 

933-1354 J)-3 .3-8

I J'". 

I bU 

WHC-SD-W025-RpT-oo1, Rev. 0 

CERTIFICATE OFANALYSIS 



ARLING7ON HEIGHTS, ILLINOIS 60004 

I 

TO: 1~?IV ~ DATE .L ~ 3 . 

ATTN: 

-R-,ck< 

A shipment of (/-00 left our U. paL. 0 plant in 13/J '44510 

on /0-1....... as requested on your order number_________J 


TST P.ECIICATION RESULTS 1 

\__ r5. __ lt 0 24.. 



TEST CONDUCTED By: 

1. Y 

APPROVED BY:_______ 

_____ 


In any correspondence regarding this shipment, please refer to our Order No. 01l- 

933-1354 D-3 .3-9



AMERICA N COLLOID COMPANYJ 



TO: DP\-izh. ~DATE In -19 -911 

ATTN: 

k 

A shipment of c2S-a 0 0 left our U? L plant in 6f~ s,4 

on ~ -5Q- as requested on your order number__________ 

A sample from this shipment was tested, arnd gave the following results 

IEZT $~PECIFICATION RSL 

15. 0 -r' 

5YAYRV_____ 

__ 

Lo _P_ 

_ _ _ _ 




L-'01 

APPROVED BY: 

ZX3- 



0) 139F 

933-1354 D-3.3-io

WHC-SD-WO25-RPT-0Ci, Rev. 0 

OF ANALYSIS 

i~EEIEDCERTIFICATE 

a 1193 


1500 W. SHURE DRIVEp 

hid.........ARLINGTON HEIGHTS, ILLINOIS 60004 

TO: -- e~DAEL21~ 

ax 151 2C-: 

ATTN: 

Th-,CK 

A shipment of ___'5- left our U; -! plant in 4516 

on Jj 3 as requested on your order number. _______ 


SPECIFICAT1Q 

RONT 

0 fny 30. 

IS.o 

f v 

A)( 



TEST CONDUCTED BY: __________ 



In any correspondence regarding this shipment, please refer to our Order No. n ~

WIIC-SD-W025-RPT-001, Rev. 0 





DATE ) O - 131, 

ATTN: T~k L~.~k 

A shipment of I2S-2 0 0 left our U 2 plant in IS/! 4-53 131 

on to ~ as requested on your order number 


SPECIFICATIONREUT 

L 

5 e, , 

--.' 0 ' c Pc R t LL 

-e>?)5. I- v& 



TEST CONDUCTED BY:LM 

APPROVED BY: _____________ 



051VZ

WHC-SD-W025-RPT-OWi, Rev. 0 

It 


:11 



ARLINGTON HEIGHTS, ILLINOIS 60004 1 

*ITO: 

AS/,&' 

ATTN: 

K 

] 

A shipment of I/s-a 00 left our U plant in 6V4/,Z'-3 

on /0-24 - 3 as requested on your order number_________ 


TEST 

~SPECIFICATIONREUT 

7L15-0 MAX______ 

We hereby certify that the test results shown above represe nt this shipment. Tests were 



________ 

APPROVED BY:________ 

_____ 



ItA


ICER TIFICA TE OF ANA LYSIS 

AMERICAN COLLOID COMPANYjI 



TO: Dpi-. Lxv- ~A1 4-1 A es 

DATE 

/0 Z6!? 

ATTN: R v%4S 

Thk 

A shipment of Z1S-2 0CO left o ur plant in t3K463(t'7 

on lo- Z6-S as requested on your order number _________ 


TET SPECIFICATION RESLT 

15. 0 

y____ Po? w' 

74-a-p 



I 


Lo. C..1 

APPROVED BY: _____________ 



Ot9t53 

933-1354 D-3 .3-14

WHC-SD-W025-Ryr-ool, Rev. 0 

iI~ 

jfI 





TO: 1 ~- ~DATE 1c 

~ l', 

ATTN: 

hK--4 

A shipment of L2/s-i 0 0 left our L. plant in _________ 

on No - ;),, as reqiested on your order number________ 


t5.6) r'n~ 

Z_ 


conducted using American Colloid Company and/or customer approved laboratory Procedures. 

TEST CONDUCTED BY: \ 

APP ROVED BY:- 


In any correspondence regarding this shipment. please refer to our Order No. 

I

WHC-SD-W025-RPT-0o1, Rev. 0 



* 1500 W SHURE DRIVE 


TO: D~ A; 

SAyv,'cule'. 1LlA . t.r-.o 

DATE 

'?Im 

ATTN: h. 

A shipment of c-, S-2 00 left our pln in' S J 45 

on !r-~as requested on your order number_________ 


TEST SPECIFICATION aUT 

\fl~~c.. l5.0 ~ ~____ 



TEST CONDUCTED BY: U2, G- 

APPROVED BY:- 

C.' 



C ( fl/'I

WHC-SD-W025-RPTr-OW, Rev. 0 


AMERICAN COLL OID COM7PANY 

.If 1500 WI. SHURE DRIVE 


p DATE j~ 

TO: D~,~ L~ -- /d 

A shipment of - 02 0 left our U; -T ,..plant in J1,Ai 64!Q aS_ 

on - ' as requested on your order number ________ 

A sample from this shipment was tested, anid gave the following results 

7E5T ~SPECIFICATION EUT 

2LL~~~....15 0__ _ _ _ _ _ 



I 

TEST CONDUCTED BY: \ Y 

APPROVED BY :_ __ 


L 

In any correspondence regarding this shipment, please refer to our Order No. ~L 

933-1354 D-3.3-17


HCER=."TIFICATE OFANALYSIS 

AMERICA N COLL OID COMPANY 



TO: 

DT 

Ashipment of (zs-a 0 left our ~ ~platin r/ s 

on. 

as requested on your order number 


TETSPECIFICATION jR n ThM 

15.6 o,1Y_____ 

j 

EL 

S 




APPROVED BY:______ 

_____ 



/,S- 

933-1354 D-3.3-18






DATE 

TO: _____ ____ ____ ____ ____ 

R~w At-.le"I It&-~O~I I A 

ATTN: iK*N-. I: 

A shipment of 

0'f- 0 left our Uprk -plant in t5N 444. 

on /0- ee. - T3 as requested on your order number _________ 


TEST SPECIFICATION RSL 

15. 0 rnlO 




45. M~, 

APPROVED BY: 

~.)' 


In any correspondence regarding this shipment, please refer to our Order No. 01'? /51. 

D-3.3-19

WRC-SD-W025-RPT-OO1, Rev. 0 

CER TIFI CA TE O F A NA LYSIS 

AMERICAN COLLOCID COMPANY 



TO: D~- 1 ~ 4; 

DATE 1,c)i ' 

ATTN: ~c4 vrt 

A shipment of U/- 0 left our U ln in 

on c ~~as requested on your order number_________ 


TEST 

'S\Jie- 

SPECIFICATIONREUT 

ISC)~ 

L~J~J r~rn Y 

We hereby certify that the test results shown above represent this shipment Tests were 



LC 

AP PROVED BY:_______ 

_____ 


In any correspondence regard'ing this shipment, please refer to our Order No. 

-1 , > Z' 

9.33-1354 D-3 .3-20

WHC-SD-W025-RPT-0O1, Rev. ) 

CERTIFICA TE OF A NA LYSIS 

'IAMERICAN COLL OID COMPANY 



TO: ~ -t ;e 

DATE . (.'~ 

ATTN: 

T~~~A 

A shipment of (2'S20 left our U =0 .. pant in I 3 Aj 0 Y 

on 0~*~= as requested on your order number________ 


TEST 

~SPECIFICATIQNREUT 

_______ 15. 0 -f__ ____ 

FW 

Yy',A' 




APPROVED BY:______________ 


IIn any correspondence regarding this shipment, please refer to our Order No. 191~





ARLINGTON HELIGHTS, ILLINOIS 60004 

TO: 

1Avj~ IxS 4v~ e.5lVE 

DATE /-4~ 

11A- ~3ePOI ;-1 81993 

d...... 

I ATTN: _ _ _ _ _ _ _ _ _ _ _ _ 

A shipment of C. Z:-:2 0 0 left our LL2=O plant in CA(tA'1544a35 

on /0 - ?.41 -a3 as requested on your order number_________ 


SPECIEICATION B Ql 

l!drrrA~I4.e 



TEST CONDUCTED BY: I-.. M- 

APPROVED BY: 2~ 



Q19Z70






TO: 

D1h'-i4; 

DATE J L~ 

ATTN: 

h 

A shipment of Z2/-20 left our AL...... plant in /4. 

on 

_ as requested on your order number_________ 


jSPECIFICATIONREUT 

C. IS 15. 0_ __ 

_______/_7 




t 

APPROVED BY. 

__________ 

AMERI CAN COLLOID COMPANY 

in any correspondence regarding this shipment, please refer to our Order No. Y/ .'






DATE ,-3 

TO: __ _ _ _ _ _ _ _ _ _ 

1ATTN:. 

-RcK 

Ashipment of ~1S Oleft our U;z-ol.....plantin b& (4PC81OZt 

on . 

as requested on your order number _________ 

A sample from this shipment was tested, and gave the. following results 

SPECiFICATIQNREUT 

Sce noe 2,3. C? 



TEST CONDUCTED BY: \C 

.APPROVED BY: 



01C I/3.

J' 

H 


CERTIFICATE OF 7ANAL YSIS 


1500 W. SH-URE DRIVE 


TO: DV-,v ~ve 

_ 

_ _ _ _ _ C,.owtow 

_ _ _ _ _ _ _ _ _ __x 

We~~ heeycriysathe rmts rhesut hwnabo 

reesde the shipmein. Tesuts wr 

TESTET CNDUCATEDN RY:ULT' 

C.l 

Wn anry crrespondencte regardinguts shipmnt plese reern toi ouriOren. Testswere




1500W SHURE DRIVE 


TO: 

fl ~DATE '' 

DW~-~i--e 

i A shipment of - 0/ C C left our U_______ K)_plnt___________3'v 

Jon $,:>as requested on your order number________ 

A sample from this shipment was tested,.and gave the following results 

ATTN: 

cJ 

IE-E5ECIE1CATIQN 

RELTS' 

_ _ _ _ _ 

f) 

1o L_ A mrra 

W-e hereby certify that the lest results shown above represent this shipment. Tests were 

conducted usn mrcnColloid Company and/or customer approved Laboratory procedures. 

TEST CONDUCTED BY:) -I 

APPROVED BY: _______ -- 

____ F 



'.Ii 

933-1354 D-3.3-26


IF 





TO: 'D~V~v- ~c~ 4;~DATE I I- I-3 

A shipment of ~'S200 left our U Tts plant in 8A) S1&~ 1C 

on U-~ 3 as requested on your order number_________ 


-MET 

____15.o 

~SPECIFICATIQNREUT 

0__ 

w 

___ 

P-,~ no n~on- 23,c 

IWe hereby certify that the test results shown above represent this shipment. Tests were 



W C 

APPROVED BY:- 


In any correspondence regarding this shipment, please refer to our Order No. (") 1/- 2- 

- D0-3 .3-M7





ARLINGTON HEIGHTS:, ILLINOIS 600041 

TO: D AE (~~1 

ATTN: R~k v~~ 

A shipment of z2s-a 0 left our U.......k..pant in KLL(C 

on ctL...... as requested on your order number _________ 


IE~I PFCIFICATION RESaUL i 

15, 0 ( 

__ _ _ 5Y~2~c 

__PL_1_,_0 

MAY 

We hereby certify that the test results shown above represent this shipment- Tests were 

Iconducted using American Colloid Company and/or customer approved laboratory procedures. 


I 

APPROVED BY:.___________ 

- AMERICAN COLLOID COMPANY 

IIIn any correspondence regarding this shipment, please refer to our Order No.C)((L'

WI{C-SD-W025-RFT-Ool, Rev. 0 


AMERICA N COLLOID COMPANY 



ifTO:DAE 

Zi;I 

ATTN: Tc. ~~.-&: 

Ashipment of Z2S-:2 0 0 leftour U;--o pln i 

1on~ ~'' 

as requested on your order number 

it. 

_________ 

A sample from this shipment was tested, and gave the following results j 

MT SPECIFICATION, EUT 

Visr-15. 0 

I9-Ltq0 

yA*I 



j 

TEST CONDUCTED BY:TV' 



in any correspondence regarding this shipment, please refer to our Order No.______ 

933-1354D-3.3-29

WI1C-SD-WO25-RPT-001, Rev. 0 


AMER/CAN COLLO010 COMPANY 



TO: DV 11 - c4v DATE 11-Z.-13 

_____+ _ 4________)___A 

_____ Of V 18 1993 

ATTN: 

Thk~ans'd....... 

A shipment of 6S2Oleftour U;2.rn&...plantin J(~.g 

on I .- l as requested on your order number ________ 

A sample from this shipmenrt was tested, and gave the following results 

STE~ 

SPFQIFICAT)ON 

-1:5 C- 15. o~ rn* "A7 

--ZA-o 

YA 

_ 

We hereby certify that the test results shown above represent this shipment. Tes's were 

conducted using American Colloid Company and/or custoiner approved laboratory procedures. 


______6%___ 

APPROVED'BY: - 


In any correspondence regarding this shipment, please refer to our Order No. 1 11! 

933-1354 D-3.3-30

WHC-SD-W025-RPT-OO1, R"v. 0 





TO: DATE L4L 

?Q,3~+ jqma (e.-. I lA - 9, te2-.= oI 

ATTN: RA .- ! 

A shipment of 0 left our Up ~ -plant in 03/J 4/S-313 

on I 44 as requested on your order number_________ 


TEST 

EPECFiCATIQNREUT 

i 5 - 5 o Y,______ 

y~~ .7 - yA 

BFL 

15.0 rnp 


conducted using American Colloid Company and/cr customer approved laboratory procedures. 

TEST CONDUCTED BY. . 

APPROVED BY: _____________ 


In any correspondence regarding this stjipment, please refer to our Order No. 

933-1354 D-3.3-31I

WHC-SD-W025-RPT-Oo1, Rev. 0 





T O : D A T E - _ _ _ _ _ _ _ _ 

TO:s 

a--,f~.O2o J*'V 

83V 

ATTN: 

T~K~1Dd 

A shipment of C/--2- 0 0 left our up-' _plant in 8044-714 

on 't(-,;.--3 as requested on your order number ________ 


TEST SPECIFICATION j-ULjjS 

rj-:51 .o -r',y Z7.0 

We hereby certify that the test results shown above represent this shipment Tests were 



*&tk 



In any correspondence regarding this shipment, please refer to our Order No. .. n...LI&.. 

933-1354 D-3.3-32

WHC-SD-W0O25-RPT-001,I 

Rev. o 

APPENDIX D-4 

ADUMIX/oL LINER 

D-4

THIS PAGE HNTENTIONALLY 

LEFT BLANK

WHC-SD-W25-RY-OO, Rev. 0 

ADMIX PP.ECNMTUCTION 1En~NG SUMMARY 

Project W-025 OCS Project No. 933-1354 

$X-0 20k..o 

AX. 8..... 

... 

AX-S 21.5 

AX-02 17.8 

AX-03 18.6 

AX-04 20.4 

AX-05 19.1 07112 1. 

AX-06 19.0 

AX-07 19.9 

AX-I8 21.2 

AX-09 22.1 31.3 11.6 12.0 0 187 1. S0 

E3-24 21.0 2.8 

AX-10 21.1921128 1. 

AX-11 2072.136&6. 95 19. 70 4 0 

AX-12 20.3 28.9 12.6 11.1 

AX-13 19.9 

AX-14 20.8199124 I. 

AX-15 19..2. 

AX-16 2301 9.4 30312.6 12.613 176 175 2-0 

ES-23 19 2.6 

AX-19 21.0 30.3 12.2 13.0 

ES-24 20.1 2.8 

AX-20 25.2 32.6 13.0 11 

AX-21 20. 291 13.8 1. 5 190 1. E0 

AX-22 20.7 2&.9 1M. 11.9 

A23 19..3. 

AX-25 21.9 30.5 12.2 14.0 21 107.2 18.2 2E -08 

ES-26 19.2 2.9 

AX-20 22.6 30.4 123 12.90 _________ 

933-1354 2 0. 1. D-1-

WHC-SD-W025-RPT-O0l, Retv. 0 

ADMIX PRECONSTRUCTION TESTING SUMMARY 


Sir, l Mo"D-r eren aasl~ aP.............. 

wly~z 0 on~ru 

St8d.d 

ES-31 20.1 2.6 

AX-31 21.6 33.9 12.9 1.9 

ES-32 25.0 2.86 

AX-32 22.3 30.5 12.0 13.6 

ES-33 19.6 2-7 

AX-33 20.7 29.7 12-4 11.8 

ES-34 20.3 2.1I 

AX-34 21.1 29.3 11.0 11.1 

ES-35 20.5 1.7 

AX-35 19.3 35.5 12.1 13.9 33 109.0 118.0 2E - 08 

ES-36A 25.1 22 

ES-36 18.5 -22 

AX-36 22.6 30.8 12.2 14.0 

ES-37 19.5 1.2 

AX-37 22 34.5 11.7 13.1 23 109.0 1B.0 2E -08 

ES-38A 24.6 0 

ES-38 34.1 0.0 

AX-38 21.1 28.6 11.4 11.9 

ES-39 19.0 2.4 

AX-39 21.6 34.6 9.2 11.3 

TES-40 26.3, 0.0, 

Notes: 

A Sample No. with a prefix of AX denotes an admix sample obtained during the production of the admix. 

Permeabilty teots performed on the AX samples were laboratory recompacted permeability test. 

A Sample No. with a prefix of ES Indicates an sollan sand sample obtained just prior to mixing with bentonlts. 

A Sample No. with a suffix of A Indicates a retetst. 

933-1354 D-4-2

WHC-SD-W025-RPTOO1, Rev. 0 

ADMIX PRECONSTRUCION TESTING SUMMARY 

Project W-025 GCS, Project No. 933-1354 

EXAMPLE CALCULATION OF BENTONITE CONTENT: 

PROBLEM - Determine the percentagss of the sand and bentonlt* components of the admixture 

based on dry weights of the materials. 

KNOWN - 

ASSUME - 

30.5% of the admix (A) pase the 920 sieve. 

20.2% of the sand (S) passes the #200 sieve. 

100.0% of the bentonite (B) passes the 920 sieve. 

Based on the %'s passing the #200 sieve for each of the components (A, B, & S), 

the %'s of sand and bentonite, comprising the admix can be determined as follows: 

(B x % passing #200).+(S x % passing #200) - (A x % passing #200) 

(B x100.0)+*(S x20.2)- (Ax 30.5) or 100.09 .20.28- 30.5A 

A - 100% of the admix; and bentonite ().+ sand (S) - 100% of the admbe, 

So 13 + S - 100; and S - 100 - B 

Therefore: 100.0B.+ [20.2 x (100 - B)J - 100 x 30.5 

100.09 + 2020 - 20.28 a 3050 

Solving the equation for B, the bentonite content. B - 12.91. 

The bentonite comprises 12.91% of the admix. 

933-1354 D-4-3


SOIL UINER LABORATORY TES I NG SUMMARY 


No. ~ ~ t-.OO~v ~ ~ ~ ~ ~ I wtatlo In~~Tutef 

....... 

~ rt m n 

' 

SL-03 32.3 12.6 NWA WA 

SL-12 30.9 11.5 25 1E - 0 

SL-55 32.5 13.1 22 SE - 08 

SL-86 31.3 11.5 is 1E -06 

SL-SGA 33.8 11.3 24 1E - 8 

SL-129 31.2 11.9 21 3E -08 

SL-136 33.6 12.6 32 3E -O5 

SL-153 33.6 11.6 23 2E -08 

SL-154 32.3 11.0 25 BE -09 

SL-160 34.5 11.3 29 3E -08 

SL-161 33.5 10.4 27 3E - 08 

SL-162 30.8 10.9 28 SE- 09 

PL-15 N/A N/A NWA IE-08 

Notes: 

A Sample No. with a prefix of SL Indicates a Sample from the compacted secondary &oil liner. 

Permneabltitytosgs were performed on relatively undisturbed Shelby tube samples of this material. 

A Sample No. with a prefix of PL Indicates a sample fromn the compacted primary soil liner. 

Permeability teog was performed on a relatively undisturbed Shelby tube sample of this material. 

A Sample No. with a suffix of A indicates a retest. 

933-1354D-


APPENDIX D-5 

GRANULAR, DRAINAGE MATERIALS 

D-5


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933-1354 D-5-1

WHC-SD-W025-Rp-OO1, Rev. 0 

0 

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93-15 D-5-2~

WHC-S-W25-RPT-O0l, Rev. 0 

APPENDIX D-6 

TOP COURSE 

D-6


LEFT BLANK


5.-. 

lu 0 

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I to LOZ 

00 

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1U14 

93o 15 

D-6-1.


LEFT BLANK


APPENDIX D-7 

OPERATIONS LAYER 

D-7

THIS PAGE 'NTENTIONALLY 

LEFT BLANK

U "10J LiTjt 

WHiC-SD-W025-RPT-OO1, Rev. 0 

OPERATIONS LAYER 

PRECONSTRUCTION LABORATORY TESTING SUMMARY 


SAMPL MIt*R iE N 

E ~ %W ~ - 

......... SEE7j.Om) CLA SIFICATION'. 

ES-01 11.3 100.0 22.1 3.2 SM 

ES-02 3.5 100.0 19.6 2.0 SM 

ES-03 5.9 100.0 17.2 1.7 SM 

ES-04 3&5 100.0 23.3 1.1 SM 

ES-05 6.3 100.0 25.2 2.! SM 

ES-06 4.3 100.0 18.1 .1SM 

ES-07 3.6 100.0 28.3 11SM 

ES-08 4.7 100.0 21.4 1.4 SM 

ES-09 4.9 100.0 19.1 1.9 SM 

ES-10 5.0 100.0 19.4 0.7 SM 

ES-1 1 3.6 100.0 21.8 1.7 SM 

ES-12 4.4 100.0 21.5 1.5 SM 

ES-13 4.8 100.0 19.0 1.1 SM 

ES-14 4.7 100.0 19.3 0.7 SM 

ES-is 4.3 100.0 17.4 0.6 Ism 

ES-16 7.3 100.0* 20.4 0 SM 

ES-17 3.6 100.0 21.3 1.1 SM 

S-S3.2 100.0 22.0 0.7 SM 

ES-19 4.1 100.0 20.7 0.2 SM 

ES-20 5.9 100.0 19.8 0 SM 

ES-21 4.0 100O.0 20.4 0 SM 

GF-01 2.4 90.4 12.7 0.4 SM 

GF-32 1 6.6 95.4 tss1.5 SM 

933-1354 D-7- 1

WHiC-SD-WO25-RPT-OO1, Rev. 0 

Io 

0) en) 

c 

CO CO C CLO JO 

C4 N qa: 00 L CQ 

0r 0) 

ll O 00 co ) c 0 cc. a) tv c 

cc i P. m) C') w ~ N 

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933-1354 D-7-2


APPENDIX E 

GEOMEMBRANE CONFORMANCE TES 

E-i


LEFT BLANK

166,~JUL 

WHC-SD-W25-iRPT-001, Rev. 0 

APPENDIX E-1 

SURVEILLANCE INSPECTION REPORTS 

E-1


LEFT BLANK


P-10.0-3 - Revision Level 3 June 199 

SURVEILLANCE INSPECTION Page 6 of 6 

Exhibit A 

SURVEILLANCE INSPECTION REPORT 

SIR 

4-AI p Ga O M~~r~ AZ.Aa E T ~LT-. A s g_1CA-0t 1 

Job Numbefl 

-Sc 1 4- 

Reference Rtcqwiraments: aA-R , 

Insp. Dade: QC-1.-tb41 9 3 SatThIm: 2: 4 1) End rune: (o: 'Z~ S..o 

EupetCnfo Clbradon Statiz F e!.C o ( A t-- 0 ~-~\ 

observation and Commnents (Us* Extra Shoots as Required): 

NCIR Reference (df any):C 

Acton Items Requiring Corebon (Uise Extra Sheets as Raqlulred): 

0 wf e 

Inspcto ,A-A.Q-tr~or Qu%%jo 

4 ate: 0c 4 .-~ IS 99 3 

Closed By CIA Manager Datw.IL Z 

Acton Item Closure Date: 

a 

Comments: ______________________________________________ 

GOLDER ASSOCIATES INC. 

933-1354 E -


DOE/NDO CQA/WA 

IN-PLANT CQA REPORT 

Durwood H. Gregory of Golder Associates arrived on site at the 

SLT, America, Inc. plant (Hardy Rd.) at 1.445 hrs. on Saturday, 

Oct. 16, 1993 and met with Bob Schuler (lead man) and Ricardo 

Ibarra (second) at 2:48 pm. The scope of work was to observe 

manufacture of 60 mil HDPE geomembrane for project (DoDE/NDo 

CQA/WA) , Project # 933-1354 at the Hanford Nuclear Reservation in 

Eastern Washington, SLT customer #~ 8492. for Hanford/ Geopacific 

(contractor) . At the time of arrival, SLT was just completing 

roll # AC-7679 for another project, and was projecting to start 

roll # AC-7680 at 3:00 for this project. Mr. Gregory walked to 

lab at 2:-55 pm, met with Nathan Ivy, (laboratory technician) , and 

discussed project, (Only 3 personnel in-plant at this time) . At 

3:00, the end cut of roll -7679 and start of -7680 was observed. 

A slight ribbing finish was observed on the bottom side of 

geomeinbrane, a micrometer reading at this area (approximately 3 

ft wide at approximately the middle of roll (width)), even at the 

"valley" still read a 64 mil reading. Lead man (Bob) had already 

observed said incongruity, and adjusted the heat to rectify the 

situation. 

Micrometer readings were taken along trail edge of roll -7679. 

The low of 62.5 mil, and the average was 63 mil thickness. 

At 3:12, Mr. Gregory walked around "machine", observed process, 

machinery and hopper, and noticed regrind through observation 

window and around hopper distributor. He brought this to the 

attention of the lead-man, who explained that this regrind was 

from edging they trim off each side (1.25 in. wide) which was 

sent through a regrinder and, then sent in measured portions back 

into the hopper. It appeared that the regrind constituted no more 

than It of raw resin, but no documentation was available. At 

3:20, the ribbing was observed to have increased in width, (not 

intensity). The lead-man told of turning down the temperature. 

Mr. Gregory observed the cut of roll -7680, at 3:35 and start of 

roll -7681; The trailing edge of roll -7680 was measured using 

a micrometer to be 62.5 mil min. and 63.5 mil avg. The roll 

length was 480 ft and the sheet width was 23.5 ft wide. 

The remainder of the manufacturing process for roll -7681 was 

observed and the ribbing had completely disappeared by end of - 

7681, (4:10). At 4:15, coupons and dog-bones were observed cut 

from the sample from roll #AC-7681. Testing procedures and 

results observed were: impact, tensile's, tear resistance, 

puncture and dimensional stability. 

page 2 of 3 

933-1354 E-1-2

WHC-SD-W025-RJ'T-O01, Rev. 0 

At the control panel, the computer readings were observed: 

time: 

Avg. Max. Min. Std. Dev. S 

4:33 63.59 65.92 61.26 .53 24 

4:50 63.83 65.32 61.52 .55 5 

(Scans = computer "micrometer" scanning across sheet. 

Mr. Gregory walked around "machine", observed process, machinery 

and hopper, observe cut of AC-7682 at 4:47 and start of -7683. 

To lab at 5:00, take micrometer readings, on trail -7682, low 

62.5, average 63.5 mil thick, prepare paper work, observe 

testing. 

Mr. Gregory returned to the manufacturing line at 5:15, observe 

cut of A.C-7683 at 5:23. The trailing edge of roll -7683 was 

measured to be 63.5 min. and high of 64, with an average reading 

of 64 mil thick. 

At control panel, readings: 

Avg.- Max. Min. Std. Dev. 9 

time: 

5:25 63.98 65.22 62.20 .45 4 

5:47 63.61 65.22 61.41 .S1 30 

*5:52 63.59 65.22 61.41 .50 36 

The trailing edge cut was observed at 5:57 (1757 hrs) of roll 

#AC-7684 (the fifth (5th) and final roll of this project today). 

Mr. Gregory followed sample from roll # AC-7684 to the lab at 

6:03, micrometer readings showed a low of 63 mil, a high of 64 

mil, with an average of 63. 5 mil thick. Observed partial testing 

of this roll. 

Mr. Gregory received the raw resin letter certificate. The Roll 

Test Data Reports (certifications) will be available Monday (Oct. 

18), along with a list of previously accepted rolls. ~ 

Of f-site at 6:25 pm to office. 

page 3 of 3 Q 

rv;\i4Z JJ 

933-1354 E-1-3

* WHC-SD-W025-RPT-OO1, Rev. 0 

*SURIVEILLANCE INSPECT IION REPORT SIR 

Page I of -5 

Nio.: III5 

Inspected Activity or Test: 013 SF-7MV4 iAAL . lu M-r-Ual&L. QT 

Job Numben $ 3~4 

Personnel Contacted: 

e- " Jl 

1 AY J C, e% L ) J:& -~o krc s, w s16(q& 

Reference Requirements: ( E~ .& =2=ck~~( 

L4 ~- - 

Insp. Date: 9Start Time: p:$£~. End Time: 2 ' 0 

Equipment Condifior/Calibration Status: ,o --F 1 M 1 CS C)4- te 

Observation and Comments (Use Extra Sheets as Required): 

PC E~r,!K - 

NCIR Reference (if any): 

0W u 

Action Items Requiring Correction (Use Extra Sheets as.Required): -S2 1?1posmV 4 Azl~"'' 

Inspector. -- vy"!9A=4 Date: cXar. 

Closed By QA Manaqer"JZYA..L ' t.,A Date: 

Action Item Closure Date: _________________________________ 

Cq/et,4K 

i 


933-1354 E-1-4 

Golder AssOecites



IN-PLANT CQA REPORT 


SLT, America, Inc. plant (Hardy Rd.) at 1035 hrs. on Tuesday, 

Oct. 19, 1993 and met with Harold Henderson (plant manager) , Ray 

Johnson (lead) , and Jeff Dobrowski (second) at 2:48 pm. The 

scope of work was to observe manufacture of 80 mil HDPE 

geomembrane for project (DOE/NDO CQA/WA), Proj ect # 933-1354 at 

the Hanford Nuclear Reservation in Eastern Washington, SILT 

customer # 8491 for Hanford/ Geopacif ic (contractor) . At the 

time of arrival, SLT was just completing roll # AC-7788 for 

another project, and was projecting to start roll # AC-7789 

shortly for this project. Mr. Gregory walked to lab at 10:40 pm, 

met with Melody Adams, (laboratory manager) , and discussed scope. 

At 10:55, the end cut of roll -7788 and start of -7789 was 

observed. 

Micrometer readings were taken along trail edge of roll -7788. 

The low of 82 mil, and the average was 82.5 mil thickness. 

At 11:02, Mr. Gregory walked around "machine", observed process, 

machinery and hopper, and noticed an exorbitant amount of regrind 

being dispensed into the hopper distributor. He observed 

dispensing for four (4) hopper loads, and determined this to be 

above the "less than 2k"' as stated in the specifications. He 

brought this to the attention of the plant manager, asking Mr. 

Henderson how much regrind was being added, stating the possible 

-conflict with the specifications. 'Mr. Henderson said they can 

shut the regrind of f, however, this would take two (2) full rolls 

to clean out, and would re-start for this project in an hour or 

SO. Mr. Henderson also stated that the edging referenced in 

Surveillance Inspection Report (SIR) No. 056 constituted only lk 

of the volume. 

Off site at 11:20 pm, to go to the office to call Mr. Scott 

Matthees (Golder - Project CQA Engineer and Receiving Inspector) , 

and Ms. Joey Gorman (Golder - CQz' Pe Iae 1rq2 


SLT, America, Inc. plant (Hardy Rd.) at 1315 hrs. on Tuesday, 

Oct. 19, 1993 and met with Ray Johnson (lead). 

Mr. Johnson informed Mr. Gregory that SLT was assigning this roll 

(AC-7793) to this project along with the next'roll that Mr. 

Gregory would observe. Mr. Gregory observed the trail cutting of 

roll -7793, at 1t46 and start of rdll -7794; The trailing edge 

of roll -7793 was measured using a micrometer to be 82 mil min. 

and 83 mil avg. The roll length was 360 ft and the sheet width 

was 23.5 ft wide. 

]d~g.. a of a- 

933-1354 E-1-5


Mr. Gregory spoke with Mr. Henderson regarding documentation 

assuring the previous rolls (E0mil) accepted for this project do 

meet the specifications, specifically the fifth bullet on page 

26, of WHC-SD-W025-PLN-001, Rev. 3, dated May 21, 1993, stating 

recycled polymer not exceed 2k by weight. Mr. Henderson 

retrieved the "daily production report" (SLT) and explained to 

Mr. Gregory that the reports for 'those two days showed zero 

recycled polymer (regrind) was used. Mr. Henderson also stated 

that Mr. Bill Walling (Director of Engineering Ser-vices) will 

certify/ensure in a letter this fact. Mr. Gregory should be able 

to receive this letter on Wednesday, Oct. 2D, 1993. 

At the control panel, the computer readings were observed: 

time: 

Avg. Max. Min. Std. Dev. S 

1355 80.85 82.71 79.30 .50 15 

1409 80.82 82.71 79.24 .44 32 

1415 80.77 82.71 77.63 .49 39 

(Scans 

computer "micrometer" scanning across sheet. 

The remainder of the manufacturing process for roll -7794 was 

observed and was completed without action items requiring 

correction. At 2:21, roll AC-7794 was sampled for SLT laboratory 

testing and quality assurance. Mr. Gregory tracked this sample 

to the laboratory and observed the following tests- impact, 

tensile's, and tear resistance. 

Mr. Gregory received the Roll Test Data Report forms from SLT, 

including the raw resin letter certificate.-)( 

Off-site at 2:50 pm to office. A / 

933-1354 E-1-6


NORTH AMEN"C4 INC. 

AOLWO 

22.. LM 

Oc~t= 

Sa2.1250 

A=0D~A~ 1.,5u= 25 

RE- 

DOE Haiford 

Radbadtr Wafte DispoaI Facfty 

SLT Pfqjec 140. 8451 

Th= muaim bdc =Wed 3admized to do so, baeby ort~ag *Uat 

s aa for tlm Abow e 3,ppIplaw =&= r =Tlt 

wh~~~h no co== 

A =im2 o wma 

quami zelc 

oar em'ironnwnta Iidfr soft= r~..hbe world Comms to SWT 

933-1354 E-1-7


SURVEILLANCE INSPECTION REPORT 

SIR&,. 

Pagel 1 

Inspected Activity or Test: Qb~s&vy;e k1v% 14~- c, .- E-l,&..'\ 

No:f 

' 

Job Number _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 

Personnel Contacted: 

lnsp. Date: nc4 2,z 3 Start ime: PA 5 'r t End Time: 4>k- 

Equipment Condition/Calibration Status: 

Ne 

Observation and Comments (Use Extra Sheets as Required): 

-S~ 

NCIR Reference (if any): NL yA. 

Action Items Requing Correction (Use Extra Sheets as Required): i ff 

Inspector~ Cl( j b6 Date: zY& rS , I 9 

Closed By QA Manager. Date: _______x22 __ 

Action Item Closure Date:- 

Comments: 


933-1354 E-1-8

WHC-SD-W0Z5-RPT-OO1, Retv. 0 


IN-pLANT CQA REPORT SIR no. 058 


Conroe (North) plant of SLT, America, Inc. at 1330 hrs. on 

Friday, Oct. 22, 1993 and met with Dan Llewellyn (manager of 

manufacturing), and Steve Westerman (Crew Leader) at 1.:45 pm. 

The scope 'of work was to observe the texturing or "Friction 

Flex"ing of 60+ mil HDPE geomembrane previously manufactured at 

the south plant (Hardy Rd.). This texturing of geomembrane is 

for project (DOE/NDO CQA/WA), Project # 933-1354 at the Hanford 

Nuclear Reservation in Eastern Washington, StJT customer # 8491 

for Hanford/ Geopacific (contractor). At the time of arrival, 

SLT was spraying roll #* AC-6910, which is to be the first roll 

for this project. 

At 1:55, Mr. Gregory began observing the machinery and process, 

to be described below. 

The rolls AC-6904 through AC-6917, were shipped to the Conroe 

plant from the Hardy plant to be "Flexed", as per FAX from Melody 

Adams (Lab Manager) on October, 18, 1993. Mr. Gregory was 

informed that, when produced, a roll of geomembrane that is to be 

Flexed, is run twice as long and assigned two roll numbers. This 

is to make the Flexing process run more expediently by cutting 

the "changing of rolls" time in half. Mr. Gregory observed the 

following rolls in the yard... AC-6904/6905, 6906/6907, 

6908/6909, 6912/6913, and 6916/6917. one roll was mislabeled, 

and found to be AC-6914/6915. 

Based on a telephone conversation with Claudia Blackman, 

(production) , Mr. Gregory was informed that there will be twentynine 

(29) rolls Friction-Flexed and three (3) rolls of smooth 

(60+mil) . It was determined that all rolls were not on site at 

the time. 

The process for Friction Flexing consists of un-rolling the premanufactured 

double length rolls of geomembrane through a set of 

rollers and between two sprayi.ng devices, assigned to spraying 

HDPE specs or Flex onto the geomembrane. The two sets of 

sprayers (one on each side of geom ii'rne) are affixed to 

carriages set on tracks that are trolled back and forth spraying 

the Flex, as the geomembrane is pulled through. 

Shift~change occurred at 2:30 pm, bringing on Chuck Bernoski as 

Crew Leader. 

933-1354 E-1-9


The uFlex"ing is a slow process, taking 2.7 ft per minute, with 

rolls running 475 ft. long, taking approximately 3 hours per 

roll. 

At 3:20 pM, Mr. Gregory was informed of a clogged nozzle; SLT 

would have to shut down and cool the line to clean or blow-out 

th 'e nozzles, then heat back up. This procedure should take 

approximately 1 hour and is a standard problem that typically 

happens with very high humidity. At 4:35 pm the process was back 

on line. Mr. Gregory observed the area where hspitting" or 

"splattering" occurred, and could not discern any significant 

difference. 

Mr. Gregory left production line at 5:30, and was away from plant 

at 5:40pm. 

PaYS6. of -. 

933-1354 E-1-10

.j 


~5~'~C5WHC-5-06 Rev. 2 

1.6 GEOCOMOSMT 

Geocomposite consisi of geonet with a layer of gected~e ther;aly bonded to each side. 

aM040mpmt Is used an the side slop"s of the landfillo&" the primary and ..wndary 

1-7 SUMIITAL 

A. MAnufachuer of the various Xeosynthetic materials sllg submit all requirvd 

quality assurance and quality control docuasentation as docrbed, In the fMlowing 

sectionts and the CQA Plan. 

B. The Contractor shall submit samples of all proposed geasyntheti astriials for 

"fingerprinting' analyses and conforumce testing to dotermine acceptability. 

Sampling shall be prefonrmed In accordance with the following secdons of titis 

spcifiaton and the CQA Plan. Conformance testing will be pesfored by the 

CQA Engineer. Acceptability shall be detemn'red by the COTL Unacceptable 

materials shagl be removed and disposed of at contractoes etpenso. 

C. The Ceasynthetics Insialler shall submit a quality assurance program for installation 

of geosynthetic materials as well as a list of proposed geornbrane seaming 

personnel and their experience records. 

D. All submittals shall cmiform to the requirements of Sectin 0=30 

PART I PRODUCTS 

2-1 GEOM9ML'NE LMhJ 

A. General 

Three types of geomiembrane are shown on the Drawings; TYPE I geomembrane 

will be used for both primary and secondary FI&l. =n the landfill side slopes and 

acces ramp. TYPE II geornbrane will be used for both primary and secondary 

FML on the base of the landfill. TYPE M gomembrane will be used to line the 

truck unloading area at the entance to the landM access ramp and to line the 

conminxnent basin under the leachate storage btnk The three TZPS ame defined 

as follows; 

TIYPE I.- 

TYPE II - 

60 mil dhikness, textured (rougheand) both sides 

60 nul thicknews smooth both sides 

TYPE X! 

00 Mil thickness, smooth both Side$ 

WHIC NON-DRAC-OFF 0=75-2 

933-297 May 26,1993 

933-1354 E-1-11

WHC-SD-W025-PT-OO1, Rev. 0 

WHC-OW Rev. 2 

Anl Von mrane, regrdless of type, shall consist of uniinforced h density 

polyethyImam (MME)she 

The Ceomembmane Manufacturer shall he a cowr.ica entity nwinafly anpapd In 

manufacbmr ci HDP g , -embame for landfill applicaims. Eamrples of 

potential ianufactwers incude SLT Envlronie Inc., Hiouston Teas GwndLe 

LJnht Systems Inc., Houston, Texas; and Pdly-Fle, Inc., Grand Prairie, Tins. Use 

of thiese examples is not intended to reutzict potential anufacturus. 

B. Specific PL Properties 

1. The raw material shall be new polyethylene rk cantaft non more than 2% 

-den rWCYde polymer by weight. 

. The resin shall eet the following specifications; 

* Spedfiv Gravity (A07M VZ Method A or ASThf M=5): > 0.935 

0 Melt Index (ASTM D=~ Condition 19Q%146): ILI -1 LI 0 mmi 

3. Physical, mechaia, and environmental properties shall meet or exce Pd the 

values specified In the table contained in this Part of the Speiictions. 

4. Ceomembrn shall have ac ymulnty of 5 o 60percent or asapproved by 

the CM~ as detemained by Differential Scanning Calorimetry (D54) 

C 

S. The reidual friction angk between the textured geomembre and the 

sol~bentonite admix used in the landfil liner (see Section G=2~) shal have a 

mnmuvalueof 275under anonal load of 40D pf *5psf and a 

diplacenterrt o at leas 2 hnies. ?nictio angle shall be detrmind by direct 

ahear -wig 

Marndactwkrt Quality control 

L. Geomenbmane Manufaetuinz 

Quality contral testing shall be caried out by the Manufacturer to 

demionstrate that the product meet the specinations listed in pant 2.1.. 

Additionial testi nmay be mined out for purposes of detemrnzi 

nco nirice byt*CQA ~ngmeer. If the rus f the Marnufatum's and 

the CQA Engineu's testing deer r~gIomntl, the tnn shanl be repeated by 

te CQA Ertnee, and the Manuftr shall be lowed to monitor this 

twdtng. The results of this latter series of toot wil prevaill provided that the 

applicable test methods have been followed. 

WHC NON-DRAG-OFF 

OZI5-3 

9334297 May 26, 1993 

933-1354ui-2


REQUIRE 

GEOMEMBRANE PROPERTIE 

PROPERTY QUALMIE UNIT ED VALUE TEST METOD 

Thicknim minhmum avg s 0 60 80 AM VIM5P 

Spcfc Gravity nimum WA 0.94 m.9 0M AM~h DM9 

Meeiod A or 

AM~ D=50 

Melt Index rung 0/0 min 0.1-1.1 0.1.1.1 W.1.1 ASTM O123 

condition 

Teraile Prop~rtks 

(each direcaon) 

ASTM D638 

1. Force Per Unit nfmlrm= &An in 176 

width at yield 

2. Tensile strength miimum ibn Z3 304 

(force per unit 

width at break)121 

3. Elongation at lh= %1121 

yield 

*4. Elongaton at minimum 550O 550 550 

break 

Tear Reistance nimum= lb 42 42 56 ASTM D1004 

Die C 

Puncture Rmisbncm minimum lb 90 8O 106 FnMS 101C12W6 

Low Temperature msodmum 4P.73 .73 .75 ASTM D746 

Proeedure a 

*Carbon Black Content range 2.3 2.3 2.3 ASTM D16M 

Carbon Black lAAI/A2 Al/A2 Al/AZ ASTM 0301 

*Cr~ack 

Dimensional Stability mx change % :t1 *1 *1 ASTM D1=4 

(each dieon) 

Rehistance to Soil % stnangth retained 95 go 90 ASTM EN 10 

Burwa (us mUW~ in 

NSF Appendix 

A) 

Environmental Stmes minirnum h=s 3000 20M 20 ASM D1699 

(as modified in 

NSF Appendix A 

Condition C at 

WI4C NON-DRAG-OFF 

0 S 

93&127 26 May 26, 1993 

933-1354 E-1-i.3


WHC-S.W Rev. 2 

Prior to the delivery of any Semembrane rnateri4 the Manufacturer sWaf 

provide the COTR and the CQA Engineer with the following irama~mn 

* the origin (Redn Supper's name, main production plant) 

*ders5tation (brand nsme zumer) and production date of the 

ftkru 

& a riat of quantities and descriptions of materials other than the base 

polymer which comprise the georn inbrane, 

0 a copy of the quality control cerdflcates issued by the Rain Supplier, 

*reports on the teft conducted by the Manufacturer and/or the CQA 

FEngineer to confirm that the quality of the resin used to manufacture 

the gomemnbrne saddlfes these Specification jthae test "hl 

include specific gravity (ASM DM9 Method A or AMUh D=C5 and 

melt index (ASTM D1WS Condition 190P2.16) 

*a staternent that no recycled polymner is added to the TV m or tha 

rkcdd polymer is clean and does not exceed 2% by weigt 

* a properties sheet Including, at a minimm all specified properties 

on the table in Section 241B, meaured using test methods indicated 

in the speciatios. or equivalent 

*reports on the test, Including sampling procedures, conducted by 

the Manufacturer and/or the CQA Engineer to confirm that the 

eoebrane me the prwject specfations; 

Sa certification that property values given In the properties sheet ame 

guaranteed by the Geomnembrane Manufacture. 

- Th7e CQA Engineer wMl review these documnents and report any discrend 

with the above requirements to the COTJ The CQA Engineer will confirm 

that 

* the prop"rt values certfid by the Ceomembrmne Manurfacturur 

mee all of the specifications; and 

*the measumenbs of properties by the Ceomembrune Manufacturer 

are properly documented and that the tnt methiod; use are 

WHC NON-DRAG-OFF * 2MS 

933-7 maLy 26, 1993 

933-1354 E-1-14


n- c ev. 

In addlfon, the CQA Engineer rnay, at the request of the COTF, visit the 

mnufacturing plant, preferably during the production of the particular 

geornembrane fo~r this project in orer to evaluate the Manufacturefs qulty 

control proedures 

Prior to shiment, the Conembrane Xmanuacftrer shall provide the COTR 

and the CQA Engineer with a quAliy cuntt cariicte for each roll of 

goommbrune provided. The qualit control martifcate shall be signed by a 

responsible party employed by the Giomurnbrans Manufacturer, such as the 

production nmnger. The quality control certifcate shal include: 

0 roll numbers and identification, min lot and batch numbers; an~d 

a 

samplig procedures and results of quality control tests. As a 

miin. results shagl be given for thickness, tensile strength, and 

tenr resistance, evaluated in accordantca with the methods indicated 

In thene Specifications or equivalent methods approved by the Design 

Enginee. Tests shall be conducted on each production lot of 

Seomembrane or every SoO square feet, whichever rinults in the 

;reater number of team 

The CQA Engineer wilk 

* confirm that tha quality control certificates have been provided at the 

specified frequency for adl rails, and that each certificate identifies the 

roils related to It and 

*review the quality control certificates and conrm. that the certiled 

roll properde meet the, spedfcatiams 

WHCutaft NON-DVisit 

The3126 

sh6, alo1h993 Mayuitue rhi einte em aiet 

vii hemnfahig ln. tte 

OA3oco"LI osle tev- 

93-1 287 1-159 

May


R= bxpo the MU lad =c 1 thwthaare frueOf Woet, bllttam, or 

any sipn of 

by- bnatioa c; 

*review pack~aging and transporaton P=Ocidum to onuff 

prodsw am not da-tin the ggmamhzan 

thst these 

* onfi that roll packages have a labe indicadin the tam of the 

MRAUCn3.e tYpe Of go~muins thidhau, ad MU! mbw and 

*If applcable, confim that ikeuton rods and/or beads are derived fi the 

same base resin type as da gImanbezn 

Tht Gwemmambme Msnu6zmm shall aew~mdm 

4. Confor~ncs Tattng. 

a. Tau 

tuavhW=. o 

Upon dulivey of the ralw of uoinnka the CQA EnA n wil obtain 

samPle at a fteQuanty of Out per pmduaun lot or am PCr So,OOO square fae 

Of ge*nMbnn.k. whichever reults in thepM smunber of tum. Ma CQA 

Enee will test the IaPlu to demmin oaea to both the design 

spwifmd~oms and the. lst of gumamd prcafd. 

As a ickimn t= to dacemdne a efollowin chamatls= wi be 

p~zlznd on IeOmmbra: 

* sPeeffic graity (ASTM DM9 Matbod A or ASTM DLVS)- 

* ca~obla* comm and visalhspects to ev uat mh bian 

dispersion (ASTh( D1603); 

* thici~mam (ASTM D1S93); 

*11 tosl aa~ristics (ield strngth. elonation xt yield. brink 

Strmegth, elongstion at bmank =X D639); and 

WHC NON-DRAO-OPF =275.7 

933-1287 May 26. 1993 

933-1354E-l6

WHC-SD-W025-RPt-OO1, Rev. 0 

SURVEILLANCE INSPECTION REPORT OC~ 2 81993 ISIR . 

PagelI o~ FN* o P2 

Job Number. 

V S3 4- 

Personnel Contacted: eQ S l 

1 owL 

Reference Requi mre ts: )A 1=1 I '4.. 

Insp. Date: L2 4 Start Time: End Time: V 2h 

Equipment Condition/Calibration Status:________________________ 

Observation and Comments (Use Extra Sheets as Required): S 2 ~ & 

NCIR Reference (if any),: ~ 

Action Iterns Requiring Correction (Use Extra Sheets as Require-d): kloQ ,- 

Inspector~ l, )W r oeA 4-s. C %l Date* ___________ 

Closed By CA Manager Ak4 etUd Date: T. -, - 

Action Item Closure Date: 

Comments: 


933-1354 E-1-17



IN-PLAN~T CQA REPORT SIR no. 059 


Conroe (North) plant of SLT, America, Inc. at 0900 hrs. -on 

Sunday, Oct. 24, 1993 and met with Steve Westerman (Crew Leader) . 

The scope of work was to observe the texturing or "Friction 

Flex"ing of 60+ mil HDPE geomembrane previously manufactured at 

the South plant (Hardy). This texturing of geomembrane is for 

project (DOE/NDO CQA/WA) , Project # 933-1354 at the Hanford 

Nuclear Reservation in Eastern Washington, SLT customer # 8491 

for Hanfocrd! Geopacif ic (contractor) . At the time of arrival, 

SLT was spraying roll # AC-6912, which is to be the fifteenth 

roll for this project.. 

After reviewing the two previous days production report, Mr. 

Gregory began observing the machinery and process. Roll # 6912 

was in the process of being Flexed. 

The following rolls had been Friction Flexed over Friday, 

Saturday and up to now... AC-6910 & 6911, AC-6914 & 6915, 6927 & 

6928, AC-6916 & 6917, AC-6929 & 6930, AC-6931 & 6932, and 6898 & 

6899. 

At 11:14am, Mr. Gregory observed the trail cutting of roll # AC- 

6912 and the lead of roll # AC-6913. 

Mr. Gregory observed the manufacturing process for the next 45 

minutes; at 1200 hrs, Mr. Gregory was informed of a clogged 

nozzle. SLT would have to shut down and cool the line to clean 

or blow-out the nozzles, then heat back up. Thii procedure 

should take approximately 1 hour and is a standard problem that 

typically happens in rainy weather. 

Mr. Gregory left production line at 12:20 pm and was away from 

plant at 1230 hrs. 

pav -2-Trf-- 

933-1354 E-1-1 8

[I j5J 


1.6 GEOCOMPOSTI 

Gecmpot consists of geone with a layer of ptfltem y bonded to each d&. 

CoALI4MPmi 9-MIs uved anth d. 

alopes ef thitldIl above the pduand= iewedaty 

1.7 SL3MMTALS 

A. ?aaua~ru f the Vaidou FpW Wth* =M 6~i sha utb t anl xqrd. 

oylty ausumn and quality wnmtuI docienMdm as dscrd in the foliwing 

seo ad the CQA Plan. 

B. The Contractor shall subit samplus of all proposed Zeaqnithetic rnaterials for 

*fingerprintint' anayses and conformanc thsting to determine acceptability. 

4mspllng shal be prefimid in a~wzcv with the followlnj mactozi of this 

s E~lo lk 'and the COA Plan. Conformumc testing wm be pu-do wwamd by the 

CQA Engieer. Acceptabifity shal be determined by the COM. Unacceptable 

materials shall be removed and disposed of at Ctron a ~ems 

C The Cosynthetis Inutaller sh4l subadt a qualit assurance provum for 4utstaion 

of Vasynthatic materials as wedl as a list of proposed geometubane seaming 

pesonnel and their experience recards. 

UL All submittals shall cortfom to the rcureaent a Secpn 0=~ 

PART 2- PRODUCTS 

2-4 CEOMUEBRANE LNM4 

A. Gene" 

Three ty pu of emn siare showm n th. Dmwbip TM I &vwurmbrare 

will be used for both primary and secondary FMlI = the I=Md side skope and 

accu ramp. TYPE Ir goomembran will be used for both prurary and sownadaq 

FML on the base of the landfUL TMP IH pasebrane will be un.d to Einv the 

r& uan area at the crtrn= to the lmndS aem ramp And to line the 

contsituret: basin under the leaduat starage tank. 71e three 1Y? ane deinod 

an follown: 

TYPE I - 

TYPE 11 - 

TYPE Mt - 

WHC NON-DRAC.OF 

60 mil d&lclm, toxtued (rougbezted) buth side 

60 Mail thicnau, x"Coth both Sid= 

Wl ahid mas, syooth both side 

ar2 

933-1354 E-1-19

WHC..SD-W025-RPT-OO1, Rev. 0 

WRCSO1 R"v. 2 

AD 

eownarne repirdles of typ, sha wasist of uelnfwud hoh deawiy 

Thw Ceawebe Manufacturer shall be a aniW urfity rszawly emppd in 

inmnuim of HEKz,, pa PInb -nm for Ian appiatk. Emplmg of 

posuri Mov~cue indude, M.T EThwirwnc.~ Houtui. TXW Gwtdle 

Laring Syxwsm Inc.~ Hustm,~ Texas and Pd~y-k, 1nr, Grand ?raims, Tm.& Upe 

of these ininlM Is not hmmeded to resnict Powe~a nu ndcu 

B. Specffi PML Propards. 

L. The raw inuteulal sha be new polyethylene mein eonmikft no nm tn 2% 

Clan reeYde polymer 1y wnht. 

.- The resi shall inset the following spedia~tmw 

0 Speckc GravitY (&MTM UMW Method A or ASMh M=: > 0.93 

& Melt Index (ASTM D=.~ Condion 1 6) t.1-2. 1O min 

3. Fhysi4l mzedwanial, and envitrnmental propertin shal nuet or amced the 

values spedfad in thr tbk contained in "h ?art of tiw Specscadm 

4. Geoinambrane shall have a cystallinity of So to 60 pe3 ew or as approved by 

t OMas deanmd, by Difwreri S~zwing Cakamriwy p94C~ 

5. The residual f ic';% aqle between the textured poinmun and the 

soiljbetonte admix uased in the lands liner (see Secton =4) shail have a 

iniinuivalue of 2Z*under anormal load of 400 psf t:50 psf and a 

dkspla * of at Ims* : btches. Frikwt ae shall be determind by dlr 

C.ManufadWins Quality conroul 

L. ' Geomembrake, Mnfcturi 

Qualit cwmtrl testing shall be mrried ont by the Manuiawnreto, 

defts, I-ste tha the product mnega the spegminm lsted in pant 2-LB. 

Adidona twftg =~y be =TAWe out for puipcos of de~temdb 

coM anas w-by theCQA nzimw. If tetw h sf the Mmfnctu'es and 

the CQA P£ngpnoes thi difer s~pfntly, the tudss shul be repeated by 

the CQA Esmer, and thne Manufacturer shal be allowed to smouclitr 9 f 

tintig The moths Of thh latter series of test wM prevaZ provided that the 

applIbbe tes metod have been followed. 

WHC NON-DRAC.OPF 

933.-IM 

may 26. I93 

933-1354 E-1-20


REQUIRE 

GWEOMRAnE PROPEZrIE 

PROPETY QUALM UNIT'SECJ VALUE TTMTO 

TPI TEYPEU a YFEI 

Thickm UmwUm RYE mila 60 so ASWM W 

Tbidmum miIIiIus u* 54 51 

Specdc Gnvity WA 094 as9 OA,4 AST M Y 

bledvad A or 

Melt Indec uunp Sao mn 04.1 0.14.2 0.1.14 ASM OWS 

condwan 

* (each &mcdO4 

1. Forme ptr unit mbInmm ma4 176 

width at Yied 

2. 7ensile strmnth mibnumn Wm 2 301 

(farme p~r unit 

width at bmlu) 

* 3. 1onption at mftimum 12 12 12 

yi.Id5, 

*14. Elangation at minimums 

bOb 

Punctui, Rmiianc mhimun SO 109 016 

Low temperstar mm=m 47! 73 473 ASTM D746 

Pomumn 3 

Carbon 31adk Content ange 33 243 23 ASTM DISM 

Cuarbn Bbbck IWA IA Al/A 2 AI( IAZ ASMh D=I 

Dkmnsional SbblTdy =maz chanpv = 1 ASN M ~ 

(each direction) 

ResitacW to Sadl % stmndi mtised 95 9 0A5TUMW08 

Burimi (W MOMfu fIn 

* A) 

*Environmental Stves ni*mu hua 3000 Moo 20 ASTh{ 016"3 

CiaCk (ms modload in 

No Appendix A 

Camcdiwn C at 

W14C NON-DLRiG-OFF 

US4 

9-n-1297ma 61" 

933-1354 212


WHC.S04 Rley. 2 

Pdor tD the dedveiy of any geomerbmne material, duE Manutcturer *ha 

povlda teCOTR and the CQA Engineer with the folowing imdoatior 

*the origini (Rain SUPPlSers name, resn production plmnt), 

idi~tim (brand rame. number) and producton date of the 

a roat of quanti~es and desuoiptms of naterialis other than the base 

polymer which comprihe the peomenbranc, 

*a cozpy of the quakiy contro ceificte issued by the Resin Suapplier, 

*fporn on the tam conducked by the Manufacturer and/or the CQA 

Engineer to confi= that the quality of the resin used to xnanuWa~.re 

the geomembramne sadife these Speficatons [thew test shagl 

include specgki iravity (ASTM DM9 Method A or ASTM DUM5 and 

melt index: (ASTM D=~ Condition 1ML6)3 

a ater; nent that no recycled polymer lz added to the Yesin or tat 

ePCy.ded polymer is clean and doen riot exced A% by weigt 

a properties sheet Including, at a mitimum, all specified propertin 

athe WA in Section 2,-LE, measured using test methods indkated 

in the spedflcatiotnt. or equivaent 

repom an the tt, Includin sampling procedures, =iducted by 

the anufactur and/or the CQA Ertineer to cornlm~ that the 

geomembrane zneeu the project specifictions; 

-- & caticin that propeiy values given In the propertie sheet am 

gunrntwed by the Gewombmne Marnufctszm. 

TheCOA Engineer wil revfrw these docummn and reportamy discrepancin 

with the &bowe "Wqirments to the COTR. The CQA Engineer will confirm 

*thePoperty values ~xted by the Geoinesobrane Manucurer 

meat an of the specfiais; and 

'heb imwwsuments of properies by the CeMeWmbune ManufaCkUMe 

am rpel doczuettd and that the tast method s ed are 

*WHC NON-DRAGO aw-r 

933.4ff May 26.,1993 

933-1354 E-1-22

WHC-SD-WO2-RPT-OI, Rev. 0 

W!;Mv. 2 

In ddfon, the CQA nh eer may, at h raug of the =OIXviit to 

~flzrki Plant prefeibly during te producdon of the pardcuiar 

goenibine for ti prqjec in order to evaluate the Manukcurer's quality 

C~boI procdurm 

pR~r fa xhlpmet, th Ceomeznbm 1Infm aa povide the COTA 

anid the COA E&im with a quality =nnroL cadct for each mai of 

pozmmibun provided. The qumay Contoi catao sha be siprwd by a 

rupoi~epaty emipkrye by the Ciorritmbrarw Manufaclumw, such Us the 

productio mnapte. The qualfty .1tto certca sagi Include: 

* roll numbers and identifiation, rain lot and batch numbers; and 

*sunpling procedures and reubs of quality control tam. As a 

w~imum. mulJs shagl be pivm for ti reua, tensil strensth. and 

tear rftistuwcevsluatd in aocrdance, with the methods indicated 

in thaw. Spe elfcns at equivalent msethods approved by the- Oesign 

Enpneer Tab shagl be conducted on eadi Production lot ot 

5WWembxi or every SOM square Ent whichever reults, in the 

ra um be of tam. 

The CQA En~inee wili 

*confim thae the qualiy Wortro1 certificates have beent provided at the 

spdedfequency for adl rails, andti ath mdi s iddfa the 

zou~ted t m nd 

m uyew the quality coats Pfrt and rm 6 ftht the cerdfed 

NNOA O rod pF oed h pedxtrs 

9~~-L2V'i 

Mayb6,1 

933135 E-1fmh-o 

-23DWt*C r d eintdrersrt et

WHC-SD..W025-RPT-OO1, Rev. 0 

Dath rvishw paviuf 

andw mwom 

* i= tha ranl pantu hmv a umbe Wndn t e of &Ie 

miz.6r, "-eof gom~so, h-d=~ and mRo m=ber- and 

If applic&Wa, cmdr thw ccsiou zodt ad/or bus are daf riw = thu 

==a basn == Wye a t pmeb 

Mme G.wznbzmn Mwtb= 

4C omce Ta~g. 

a.Tom 

shfl sac~od the uavvie 

t~pon dclhvwt of t u of leammiUMa te CQA EmcwM obtak 

sa~les at & ftPuaoo Of Ow per Pa~don lor k ONP 5000W 0 Mtm 

of g mkvtt, whidwim nabsa iz theC = of am 7ke CQA 

h~mwMl t s~pW to dthemcm bkd datip 

apuegun =d tha Unof suDEm papadmL 

As L -im, 

ma w dn. *au ft1awft cmmd 

wMl be 

Owecfic Fr.* (AM DM9 Madmo A or A=X7a DIM;5) 

* arbon blat ci wd YwmI luspaeco to evalumt carbon Wlad 

ditpmion (AM~h DIG6 

* thic- (ASM DLW3) 

=& d~umdsk= (3iWl =ctb. elondm ar yied, bnak 

s==nph. Wala u ut ASThU D638) ad 

WHC NON-DRAG-OFF 

=f75.7 

93341297 e May 26, 1993 

933-13 54 E-1 -24


APPENDIX E-2 

CQA CONFORMANCE TESTS 

E-2

THIS PAGE 1INTENTIONALLY 

LEFT BLANK -

WIIC-SD-W025-RI'T-0O1, Rev. 0 

SOLDER CONSTRUCTION SERVICES, INC. 933-1354 

GEOMIEMBRANE INVENTORY CONTROL RECORD 05/10/94 

DEPARTMENT OF ENERGY Page: I 

NOW-DRAG OFF LAN4DFILL FACILITY 

HANDFORD NUCLEAR RESERVATION 

SHIPME14TI ROLL I BATCH IIDATE IROLL DIHENTIONS jCONFORMANCE TEST INFORMATION 

tedi Onto lRosuLts ITest 

NUMBER NUMBER NUMBER jMANUFACTURER I OF 1 -ui 1 .. inil - Ies 

I IJINVENTORYJLongth (ft~Vidth (ft)IThick (MiL)j(Y/N) ISant jRectivedl P/F 

60. 1 N I1 

60. 1 Y 11/13/93111115/93IPaSS 

9 IAC6893FFI1 40681 

9 jAC6894FF 140681 

ISLT 

JSIT 

11/12/931 

111/12/931 

426. 

505. 

1 

1 

23.5 1 

23.5 1 

5 AC6895FF I0681I SLT I11/01 /931 475 1 33 1 0 N 1 

5 !AC6896FF 140681 ISLT 1 11/01/931 407. 1 23.5!1 60. 1 N I 

I 

.1 

3 AC6M9FF 140681 JSLT 10/29/931 450. 1 3. 60. 1N I 

4 1AC6904FF 140682 JSLT 111 /01 /931 450. 1 23.51 60. 1 I I 

3 AC689FF 1 40681 ISLT j10129/931 450. 1 23.4 1 60. 1 1O/30/93111/03/93IPass 

I 

3 AC6905FF- 408 JSL 1 10/29/931 450. 1 n.5 1 60. 1N I11 

4 AC69MFF~ 1 l406'2 

JS 1101/931 475. 1 23.5 1 60. 1Y 111 /M/93111 /04 /931 Pa s 

5 1AC6907FF 140682 ISLT 1 11/01/931 415. 1 23.5!1 60. 1 N I 1 1 

3 IAC6908FF 140692 JSLT 110/29/931 450. 1 23.5!1 60. 1 N I I 

4 AC6909FF I 40682 ISLT 1 11/01/931 450. 1 23.5 1 60. 1 N II 

3 AC691OFF 140682 JSLT 1 10/29/931 450. 1 235 60. 1Y 110130/93111/M3/93IPass 

3 AC6911FF 140682 JSLT 1 10129/931 450. 1 23.5 1 60. 1Y III/M2/93111 /04 /93I1P as 

4 1AC69fl1 4682 ISLT 1 11/01/931 450. 1 23.5 1 60. I N I I I 

5 AC6913FF 1 4082 JST 1 11/01/931 450. 1 351 6. 1N If 

3 1ACW94FF I 40682 JSLT 1 10/29/931 450. 1 23.5 1 60. 1 N II 

3 1 AC6915FF 140682 JSLT 1 10/29/931 450. 1 23.5!1 60. 1 N II 

3 1 AC6916FF 1 40682 ISLT 1 10/29/931 495. 1 33. 1 60. 1Y 10/30/93111/03/93IPass 

3 jAC69ITFF 140682 ISLT 1 10/29/931 380. 1 23.5 1 60. 1 N 

5 AC6923FF I40682 JSLT 111/01/931 450. 1 23 . 1 60 ~ 1Y 

I I 

11/02/93111/04193lPass 

4 1AC6924FF I406U I SIT 1 11/01/931 450. 1 23.5 1 60. I N I 1J 

5 AC6925FF 140682 ISLT 111 /M /931 450. 1 23.5 1 60. 1N I1 1 

I. AC6926FF I40682 JSLT 111/01/931 450. 1 23.5 1 60. 1N I I 

3 AC69Z7FF 1 406 SLT 110/29/931 450. 1 23.5 1 60. 1N IJ 

5 AC6928FFP 40682 ISLT 1 11/01/931 450. 1 23.5 1 60. 1N I I 

I 

4 1AC6929FF 1406M ISLT 111/01/931 450. 1 23.5 1 60. 1N II 

4 1 AC693OFF 140682 ISLT 1 11/01/931 450. 1 23.5 1 60. 1 N III 

5 AC6931FFI 40682 JSLT 111/01/931 450. 1 23.5 1 60. 1 Y 11/02/93111/04/93IPass 

3 AC6932FF 1 I08 SLT 110/29/931 450. 1 23.5 1 60. 1 NI 

4 JAC7680 140687 ISLT 111/01/931 475. 1 23.5!1 60. 1 N 

5 C68F 1 408 ISLT 1 11/01/93[ 475. 1 23.5 1 60. 1N 11 

4 AC7682 1 40687 ISLT 111/01/931 475. 1 23.5 1 60. 1r Y 11/02193111/04/93IPass 

19 AC7683FF f 40687 ISLT 1 11/12/931 475. 1 23.5 1 60. 1 111/15/93111/16/93IPaSS 

4 1 AC7684 I140687 ISLT 111/01/931 475. 1 23.5 1 60. [ N III 

11 1AC96O4FF 1 40031 ISLT 1 01/12/941 475. 1 23.7 1 60. 1Y 101/12/94101/13/94IPass 

13 AC9605Ff I 40031 ISLT 1 01/12/941 495. 1 23.7 1 60. 1N II 

4 1AC7794 I 40680 JSLT 1 11/01/931 355. 1 23.7 1 80. 1 Y 11/02 /93111/04 /931 Fa iL 

9 1 ACM30 1 45726 JSLT 111/12/931 355. 1 23.7 1 BO. I Y I11/13/93111/1S/93IPass 

10 1 AC8388 1 45727 ISLT 1 12/07/93! 355. 1 23.7 1 80. 1 Yr 112/11/93112/13/93IPass 

Square Feet DeLivered - 420685. 

933-1354E-l


NOVEMBER 1993 CONFORMANCE TEST RESULTS 933-1354 

ROLL 

DESIGNATION AC-MMg AC-4910 AC-018 AC-MW~ AC46911 AC-=93 AC-MI3 AC-6894 AC-7083 AC-9604 

THICKNESS 

(milt) 67.0 67.2 67.7 6.9 67.5 67.0 67.0 67.5 68.4 62.3 

ASTM D 1583 

DENSITY 

(9/cc) 0.043 0.944 0.943 0.944 0.943 0.943 0.943 0.942 0.944 0.945 

ASTM D 1505 

STRENGTH AT 

YIELD (ppi) 158.8 159.7 157.6 156.7 155.9 154.9 154.4 150.6 161.4 18.6 

Mu/T (1) 163.5 160.5 152.7 157.6 155.2 156.0 155.8 154.4 1681.6 166.3 

ASTM D638 

STRENGTH AT 

BREAK (ppi) 338.2 326.3 321.8 333.5 348.1 320.6 341.5 315.9 319.6 319.2 

MO/TO (1) 327.0 307.0 332.7 328.4 338.7 318.3 319A 320A 308.96 304.5 

ASTM 0638 

ELONGATION 

AT YIELD (~) 22.1 23.7 22.5 25.5 24.2 22.9 22.8 25.5 22.1 24.2 

MD/TD (1) 23.1 23.9 21.2 24.7 24.1 23.1 23.4 24.8 21.1 28.3 

ASTM D638 

ELONGATION 

AT BREAK ft) 38 774 t06 792 830 822 336 778 78 B10 

MD/TD (1) 316 760 822 832 796 833 862 793 713 790 

ASTM D 638 

MELT I NDEX 

(9/10mmn) 0.556 .4 - - 

AM 1233 

CARBON BLACK 

CONTENT (%) 2*0 2.86 2.80 2.91 2A4 2.54 2A2 2.74 2.35 2.76 

ATM D,1603 

CARBON BLACK 

DISPERSION(2) Al Al Al All Al All Al Al Al All 

ASTM D 2015 

CRYSTALLNITY 

M~6 44 - 44 - - ---- 

JATM 0 3417 

(1) MD/TO corresponds to Machine, Direction!/ Transverse Direction. 

(2) Carbon black dispersion was tested according to ASTM 03015 and reported according to the ASTM 0266 

dispersion clasuification chart. 

933-1354 E-2-2

WHIC-SDI-W025-RP-0O1, Rev. 0 

SUMMARY OF SMOOTH GSOMEMBRANE 



NON DRAG-OFP OA 

WASHINGTON 

ROLL 

DESIG3NATION AC-788 - - - - 

THICKNESS 

(mile) 63.7 --- ---- 

ASTM D1IS3 

DENSITY 

(oftc) 0.943 - - --- -- 

ASTM 0 1505 

STRENGTH AT 

YIELD (ppa) 169.0 --- --- -- 

MOrrD (1) 158.1 - -- --- -- 

ASTM 0638 

STRENGTH AT 

BREAK (ppi) 350.5 -- -- --- - 

MorTo (1) 343.3 - - -- --- - - 

ASTM 0838 

ELONGATION 

AT YIELD (.) 25.2 --- ---- 

MDITD(1) 25.4 --- --- -- 

ASTM 08638 

ELONGATION 

AT BREAK (W 226 - - . 

MOITD (1) 822 -- -- - --- 

ASrM 0 638 

MELT INDEX 

(g/10min) - . 

ASTM 0 1238 

CARBON SLACK 

CONTENT (%) 2.85 - - - . 

ASTM 0 1603 

CARBON BLACK 

DISPERSION(2) Al - --- --- -- 

A.STM 0 3015 

CRYSTALLINITY 

M" 

ASTLtOD 3417 

(1) MD/TD corresponds to Machine Direction ITransverse Direction. 

2)Carbon black dispersion was tested according to ATM 03015 and reported according 1o the ASTM 02603 

dispersion classification chart 

933-1354 E-2-3


SUMMARY OF SMOOTH GEOMEMBRANE 



NON DRAG-OFF OA 

WASHINGTON 

ROLL 

DESIGNATION AC-7794 AC-9309 AC-438 

THICKNESS 

(mu.i) 81. 11 810 - - - 

ASTM D01593 

DENSITY 

(plec) 0.938 0.940 0.042 - - - - - - 

ASTM D I150S 

STRENGTH AT 

YIELD (ppl) 104.9 101.5 200.4 - - - - - - 

MDfrD (1) 193.6 180.9 195.8 - - - - - - - 

AM D63a 

STRENGTH AT 

BREAK (pp) 282.0 411.0 437.7 - - - - - - 

MDfrD (1) 414.9 441.9 4101 - - - - - - 

ASTM 063 

ELONGATION 

AT YIELD (%) 22.9 t3.2 27.2 - - - - - - 

M/D(1) 23.1 22.6 28.0 - - - - - - - 

ASTM 0 638 

ELONGATION 

AT BREAK(8 874 &52 854 - - - - - - - 

MDD(1) £70 8u8 850 - - - - - - 

AST)J 063 

MELT INDEX 

(g/110mm) - - - - - - - - - - 

ASTm D 123 

CARSON BLACK 

CONTENT (%) 1.74 2-21 2-54 - - - - - - 

ASTU D 1603 

CARSON BLACK 

DISPERSION(2) Al Al Al - - - - - - - 

ASTM D03015 

CRYSTALLNITY 

N8)- - 

ASTM D03417 

(1) MDlTD correawrds to Machine Diret ion I Tranovers Direction. 

(2) Carbon black dispursion was tasted according to ASTM 03015 and reported according to the ASTM 0286 

dimef sion classification chart. 

933-1354 E-2-4

th 

WHC-SD-W025-RPlT-O01, Rev. 0 

November 1993 933-1354 

GEOMEMBRANE TEST. RESULTS 

PROJECT NUMBER 933-1354-* 

PROJECT NAME. DOEINDO COAIWA. 

.. ROLL DESIGNATION: AC-6898' 

MELT CARBON BLACK CARBON BLACK 

THICKNESS INDEX CONTENT DISPERSION 

(mils) (g/l 0 min) N% (rating) 

1. 67.7 1. 0.56 1. 2.80 1 . Al 

2. 68.9 2. 0.53 2. 2.80 2. Al 

3. 67.8 3. Al 

4. 67.4 0574. Al 

5. 67.5 5. Al 

6. 67.6 6. Al 

7. 67.0 DENSITY PERCENT 

8. 67.0 (g/cc) CRYSTALLINITY 

9. 58.5 (%) 

10. 68.2 1. 0.943 

2. 0.943 

3. 0.943 

AVG 67. Al-43- 

ELONGATION 

ELONGATION 

YIELD STRENGTH AT YIELD BREAK STRENGTH AT BREAK 

(IbMi. width) ()(lb/in, width) (%) 

-~MD TO- 1j vo TO MD TDMD T 

1. 162.0 154.0 21.5 23.1 334.6 319.6 810 800 

2. 160.0 158.0 22.3 23.1 345.2 314.0 850 790 

3. 156.2 150.4 22.3 23.9 345.8 346.0 850 860 

4. 152.4 151.0 23.1 22.3 349.2 316.8 860 800 

5. 153.4 154.2 21.5 23.1 .316.4 338.8 820 830 

AVGJ 156.8 153.5 1 22.1 23.1 338.2 327.0 838 81-6 

933-1354 E-2-5


November 1993 9315 

GEOMEMBRANE TEST RESULTS 

PROJECT NUMBER 933-1354:. 

PROJECT NAME: DOEINDO CQAJWA 

ROLL DESIGNATION: AC-6910D 



(mils) (gll 0 min) N% (rating) 

1. 67.1 1. - 1. 2.85 1. Al 

2. 68.1 2. -2. 2.87 2. Al 

3. 66.8 3. Al 

4. 67.2 0.0 2. 86 4. AlI 

5. 66.9 5. Al 

6. 66.7 6. Al 


8. 67.2 (glcc) CRYSTALLINITY 

9. 67.8 (%) 

10. 66.6 1. 0.944 

2. 0.944 

3. 0.944 

AVG 

672094Al 

ELONGATION 

ELONGATION 


(lb/in, width) N% (lb/in, width) N% 

MD TD MD TD MD TD MD TD 

1. 159.0 156.0 25.4 23.7 318.6 299.2 770 720 

2. 157.5 158.9 22.9 25.1 347.0 315.8 810 790 

3. 160.1 157.1 23.8 24.2 333.2 333.1 760 790 

4. 160.8 167.5 23.5 23.7 339.6 312.5 790 780 

5. 161.3 162.8 23.0 22.8 297.6 274.2 740 720 

AVG L159.7 10523.7 23.91 326.8 307.0 774 760 

933-1354 E-2-6

WHC-SD-W025-RP'r-OO1, Rev. 0 

November 1993 933-1354 

GEOM EMBRANE. TEST RESULTS 

PROJECT NUMBER: 933-1354 

PROJECT NAMEi::. DOENDO CQAIWA 

ROLL DESIGNATION: AC-W691 6 



(mils) (g/l 0 mi)n) (rating) 

1. 68.2 1. 0.58 1 . 2.79 1. Al 

2. 68.7 2. 0.52 2. 2.81 2. Al 

3. 67.7 3. Al 

4. 67.2 0.5i47F 28 4. Al 

5. 68.6 5. Al 

6. 67.6 6. Al 



9. 67.4 N% 

10. 67.4 1 . 0.943 

2. 0.943 

3. 0.943 

AVG67703rnA 

ELONGATION 

ELONGATION 


(lin, width) (%) (lb/in, width) NOa 

MD TO MD TD MD TD MD TO 

1. 162.2 15.6 22.3 23.1 325.6 308.8 770 790 

2. 154.4 151.6 23.1 22.3 324.6 321.8 810 820 

3. 157.8 159.4 22.3 23.1 341.2 341.8 830 840 

4. 158.0 152.0 22.3 23.1 319.2 346.2 830 900 

5. 155.8 144.8 22.3 14.6 298.6 344.8 790 760 

AVGJ 157.6 152.7 22.5 21.2 321. 8 332.7] 806 8227 

933-1354E--


November 1993 933-1354 


PRO JECT NUMBER: 933-1354 

PROJECT NAME: DOEINDO CQANWA 

ROLL DESIGNATION: AC-60 



(mils) (gl 0 min) (%) (rating) 

1. 68.4 1. - 1. 2.91 1. Al 

2. 66.1 2. - 2. 2.91 2. Al 

3. 66.5 3. Al 

4. 66.4 002.14. Al 

S. 67.6 5. Al 

6. 66.3 6. Al 


S. 66.8 (glc=) CRYSTALLINITY 

9. 67.0() 

10. 67.0 1. 0.944 

2. 0.944 

3. 0.944 

AVG 669044-A 

ELONGATION 

ELONGATION 


(lb/in, width) N% (lb/in, width) N% 

MD TD MD TD MD TO MD TD 

1. 158.1 155.2 26.1 27.0 355.4 339.6 820 860 

2. 154.6 157.8 24.2 24.9 339.0 311.3 800 810 

3. 157.6 159.2 22.9 24.6 337.7 350.3 800 840 

4. 157.1 158.0 26.0 22.9 299.0 317.5 740 850 

5. 156.2 157.8 28.4 24.3 336.5 -323.1 800 800 

AVGJ 156.7 157.6 1 25.5 24.7] 333.5 328.4 j 792 8321 

933-1354 E-2-8

ThL~j~-.jJ~ut] 


November 1993 933-1354 


PROJECT NUMBER: 933-1l354 ' 

PROJECT NAME,- DOEINDO COAl/WA 

ROLL DESIGNA~ION: AC-69i11 




1. 68.0 1 . -1. 2.83 1 . Al 

2. 68.0 2. - 2. 2.84 2. Al 

3. 67.6 3. Al 

4. 67.0 .I 2.80 4. Al 

5. 67.1 5. Al1 

6. 66.8 8. Al 



9. 68.4 N% 

10. 68.4 1.- 0.943 

2. 0.943 

3. 0.943 

AVG0.3-A 

ELONGATION 

ELONGATION 


(Ilin, width) (%) (lin. width) (%) 

MD TD MD TO MD TD MD TO 

1. 155.5 154.6 24.2 25.1 3S7.6 335.0 840 800 

2. 159.2 153.7 24.7 25.3 354.2 350.3 830 820 

3. 153.4 156.0 24.4 24.4 344.0 328.2 810 770 

4. 152.4 155.0 23.9 22.6 339.4 355.9 BOO 800 

5. 158.3 156.8 23.9 23.3 345.4-, 323.9 870 790 

AVGJ 155.8 155.21 1 24.2 24.1 348.1 3387.7 1830 7967 

933-1354 E-2-9


November 1993 933-1354 



PROJECT NAME: DOEINDO CQAIWA 




(mils) (g/l 0 min) (%A) (rating) 

1. 67.0 1. - 1 . 2.84 1. Al 

2. 67.5 2. -2. 2.84 2. Al 

3. 67.3 3. Al 

4. 68.7 002.44. Al 

5. 68.2 5. Al 

6. 68.0 6. Al 



9. 68.4(% 

10. 67.8 1 . 0.943 

2. 0.943 

3. 0.943 

AV G F67.8 

-0.94 3A 

ELONGATION 

ELONGATION 


(Ibn. width) (%) (lb/in, width) W~ 

MID TID MD TD MD TD MD TD 

1 . 152.2 155.8 23.1 23.1 299.2 302.4 770 870 

2. 155.2 154.4 23.1 23.1 343.4 312.0 80o 800 

3. 155.4 156.8 23.1 23.1 318.6 320.4 880 810 

4. 155.4 158.2 23.1 23.1 314.2 322.6 840 870 

5. 156.4 154.8 22.3 23.1 327.4 334.2 820 840 

AVGJ 154.9 1.56.0)l 22.9 23.11 320.6 318.3 82 88 

933-1354 E-2-10


November 1993 933-1354 


PROJECT NUMBER: 933-1354., 

PROJECT NAME: DOEINDO COAJWA 





1. 66.6 1. - 1. 2.81 1. Al 

2. 68.7 2. - 2. 2.83 2. Al 

3. 66.2 3. Al 

4. 66.5 7 -0- .24. Al 

5. 66.5 5. Al 

6. 67.7 6. Al 


8. 67.6 (g/cc) CRYSTALLINITY 

9. 67.2() 

10. 67.3 1. 0.943 

2. 0.943 

3. 0.943 

AVG 093-A 

ELONGATION 

ELONGATION 


(IblIn. width) N% (lblin. width) (%) 

MD TO MD TD MD TD MD TD 

1. 155.8 155.6 23.1 23.1 333.4 292.4 820 830 

2. 153.6 152.2 23.8 24.6 346.4 323.8 840 890 

3. 152.8 158.0 23.1 23.1 320.0 332.4 820 850 

4. 155.0 156.6 22.3 23.1 355.0 319.0 850 880 

5. 155.0 156.8 21.5 23.1 352.8 329.2 850 860 

AVGJ 154.4 15. 22.8 23.4 341.5 31. 836- 8621 

933-1354 E-2-11


November 1993 933-1354 


PROJECT NUMBER: 933-1354. 

PROJECT NAME: DOE/NDO CQAfWA 





1. 66.6 1. - 1. 2.72 1 . Al 

2. 69.1 2. -2. 2.75 2. Al 

3. 68.0 3. Al 

4. 67.2 002.44. Al 

5. 68.5 5. Al 

6. 67.3 6. Al 


a. 67.3 (glcc) CRYSTALLINITY 

9. 66.5 

10. 67.9 1. 0.942 

N% 

2. 0.942 

3. 0.942 

AVG F 67.5 0.92 TA 

ELONGATION 

ELONGATION 


(lin, width) (%) (Ilin, width) N% 


1. 157.4 152.7 26.2 23.9 305.9 317.3 790 770 

2. 157.5 155.8 25.9 25.8 313.4 304.5 760 780 

3. 158.2 150.8 24.6 23.9 331.9 339.2 760 820 

4. 154.3 157.8 25.6 25.9 314.0 333.5 770 810 

5. 155.6 155.1 25.2 24.7 314.1 307.6 770 810 

AVG 15.6 1154.4 1 25.5 24. 315.9 320.41 770 7981 

933-1354 E-2-12


November 1993 933-1354, 

GEOMEMBRANETEST RESULTS 

PROJECT NUMBER: 933-1354. 

PROJECT NAME: DOEINDO CQA/WA 




(mils) (g/l 0 min) (%) (rating) 

1. 68.0 1. - 1. 2.86 1 . Al 

2. 68.5 2. - 2. 2.84 2. Al 

3. 67.9 3. Al 

4. 68.2 1 .- 74. Al 

5. 68.1 5. Al 

6. 69.5 6. Al 



9. 67.6() 

10. 68.9 1 . 0.944 

2. 0.944 

3. 0.944 

AVG 684094-A 

ELONGATION 

ELONGATION 


(lb/In, width) N% (lb/in, width) N% 

MID TD MD TD MD TD MD TD 

1 . 158.2 162.8 23.1 16.2 324.2 289.0 800 750 

2. 160.4 160.8 21.5 22.3 342.0 298.2 810 820 

3. 164.8 162.8 21.5 21.5 322.6 319.0 840 780 

4. 163.4 160.6 21.1 23.1 292.4 328.4 740 800 

5. 160.2 161.2 23.1 22.3 316.8 309.8 750 790 

AVGJ 161.4 161.6 22.1 21.1 F 319.6- 308.9 7838 -78 8 

933-1354 E-2-13

WIIC-SD-W025-RPT-001, Rev. 0 

January 1994 933-1354 



PROJECT NAME: DOEINDO COA/WA 




(mils) (g/l 0 min) W% (rating) 

1. 66.9 1. - 1. 2.76 1. Al 

2. 70.0 2. - 2. 2.75 2. Al 

3. 67.3 3. Al 

4. 68.1 0.0L ~~4. Al 

5. 68.4- 5. Al 

6. 67.5 6. Al 


8. 68.9 (gloo) CRYSTALLINITY 

9. 69.2(% 

10. 68.5 1. 0.946 

2. 0.945 

3. 0.945 

AVG 683045-A 

ELONGATION 

ELONGATION 


(Jbtin. width) N% (Iblin. width)() 

MD TD MD TD MD TID MD TO 

1 . 167.1 168.0 24.1 24.9 303.4 308.2 790 780 

2. 169.9 171.7 22.7 25.5 308.3 327.7 780 820 

3. 169.4 164.2 24.4 26.0 328.2 274.4 820 750 

4. 169.4 168.2 24.7 26.3 325.5 296.3 840 810 

5. 168.0 159.2 24.9 23.9 330.5 317.8 820 790 

AVGJ 168.8 16.3 24.2 253 3 19.2 30 4.5 810 70I 

933-1354 E-2-14

WH"C-SD-W025-RPT-0O1, Rev. 0 

November 1993 933-1354 

GEOMEMBRANE TEST RESULTS. 

PROJECT NUMBIER: 933- 1354 

PROJECT NAME: DOEINDO COAJWA 

ROLL DESIGNATION, AC-7682 




1. 64.6 1. - 1. 2.85 1. Al 

2. 61.9 2. -2. 2.85 2. Al 

3. 63.0 3. Al 

4. 62.6 002.54. Al 

5. 64.3 5. Al 

6. 64.0 6. Al 



9. 84.0 N% 

10. 64.0 1. 0.943 

2. 0.943 

3. 0.944 

AVG~ 

m093-A 

ELONGATION 

ELONGATION 


(lb/in, width) (%) (lb/in, width) (%) 

MD TO MD TD MD TD MD TO 

1 . 155.1 160.8 25.5 24.2 353.2 342.6 880 810 

2. 154.5 152.5 26.1 24.6 314.7 317.3 780 810 

3. 157.4 159.0 25.5 24.2 372.7 369.3 830 850 

4. 168.0 159.2 25.2 23.8 366.8 326.3 820 790 

5. 160.0 159.2 24.5 29.0 345.2 360.8 820 850 

AVGJ 159.0 158.,17 25.4 25.2 F350.5 343.3 82 8221 

933-1354 E-2-15


November 1993.9315 



PROJECT NAME:' DOE/NDO OQAlWA 

ROLL-DESIGNATION: AC-7794 




1. 82.1 1 . - 1. 1.74 1. Al 

2. 81.6 2. - 2. 1.72 2. All 

3. 80.3 3. 1.75 3. Al 

4. 80.1 1.74 4. Al 

5. 81.7 ~5. Al 

6. 81.9 6. Al 


a. 82.9 (glcc) CRYSTALLINITY 

9. 83.0 N% 

10. 82.4 1. 0.939 

2. 0.938 

3. 0.938 

AVG 8190.93 8 A 

ELONGATION 

ELONGATION 


(lb/in, width) ()(lb/In, width) N% 

MD TO MD TO MD TD MD TO 

1 . 194.8 193.4 23.1. 22.3 304.0 373.6 770 830 

2. 193.8 187.0 22.3 24.6 348.4 398.6 820 860 

3. 194.0 191.2 23.1 23.1 373.0 435.2 860 880 

4. 196.4 199.4 24.6 22.3 441.6 419.6 960 880 

5. 195.4 197.0 21.5 23.1 443.2 447.6 960 900 

AVGJ 194.9 193.6.1 22.9 23.1 382.0 414.97 874 870- 

933-1354 E-2-16

WHC-SD-W0M5-RPyT-0O1, Rev. 0 

November 1993 9315 


PROJECT NUMBER:- 933-1354 

PROJECT NAME: DOE/NDO, OQA/WA 




(mils) (gl min) (Na (rating) 

1. 81.0 1 . - I1. 2.21 1. Al 

2. 80.8 2. - 2. 2.20 2. Al 

3. 80.7 3. Al 

4. 80.4 002.14. Al 

5. 81.2 5. Al 

6. 81.4 6. Al 


8. 81.5 (§/00) CRYSTALLINITY 

9. 80.5 (Na 

10. 81.8 1.- 0.940 

2. 0.940 

3. 0.940 

AVG 

811.90-A 

ELONGATION 

ELONGATION 

YIELD STRENGTH . AT YIELD BREAK STRENGTH AT BREAK 

(lb/in, width) N% (lb/in, width) (%a) 

MDI TD MD TO MD TD MD TO 

1. 188.8 185.8 22.3 23.1 439.6 . 424.4 870 840 

2. 188.8 186.6 23.9 23.1 322.0 436.4 720 870 

3. 193.4 187.6 22.3 21.5 420.4 437.2 900 880 

4. 193.2 188.6 23.8 22.3 442.4 462.4 890 940 

5. 193.2 185.8 23.8 23.1 430.8 449.2 880 910 

AVGJ 191.5 186.91 ~2. 411.0 419 852 888 

933-1354 E-2- 17


December 1993 933-1354 



PROJECT NAME: DOEINDO CQAIWA 




(mils) (g/l 0 mi)n) (rating) 

1. 81.6 1. -. 2.53 1. Al 

2. 81.6 2. - 2. 2.55 2. Al 

3. 80.8 3. Al 

4. 80.3 -0.0025 4. Al1 

5. 81.3 5. AlI 

6. 81.1 6. Al 


a. 80.6 (glcc) CRYSTALUNITY 

9. 81.1(% 

10. 81.4 1 . 0.942 

2. 0.942 

3. 0.942 

AVG 81. 0. 94 2-A 

ELONGATION 

ELONGATION 


(lin, width) (%) (lblin. width) W% 


1 . 200.0 195.6 26.6 27.2 402.4 387.9 810 800 

2. 198.3 197.4 25.8 28.2 444.4 448.8 880 880 

3. 205.1 198.4 27.2 29.0 426.0 447.2 840 870 

4. 199.8 194.8 28.1 28.4 444.4 323.0 860 780 

5. 198.6 193.0 28.2 27.3 471.2 447.2 880 920 

AVGJ 200.4 15827.2 28.0 437.7 410.81 854 850 

933-1354 E-2- 18


Peak * v 

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933-135 220tnh E-2.Rae

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933-1354- E-2-24


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E-2-26


APPENDIX E-3 

MANUFACTURER'S AND INSTALLER'S QC DOCUMENTATION 

E-3


LEFT BLANK

WHC-SD-W025-R?1T-O01, Rev. 0 

NORTH AMERICA, INC. S NIOMNA C 

200 SOUTH TRADE CENTER PARKWAY TEL: (773) 350-uI:3 

CONROE. TEXAS 77385 SALES FAX: 1409J 273-22SI 

AOUV. FAX' (409) 273.38M1 

September 24, 1993 

CeoPacific Lining Inc. 

1300 Dexter Ave. North, Suite 250 

Seattle, Washington 98109 

ATTN: 

RE: 

El Haluschak 

D.O.E Hanford 

Radioactive Waste Disposal Facility 

SLT Project No. 93-8491 

Regarding comment 1 of the specification review by Colder Associates, Inc. for 

submittal 25 dated September 21, 1993, a value of 45-50% for the crystallinity of the HDPE 

resin rather than 50-60% will not effect the mechanical properties, chemical resistance or 

the life expectancy of the material. 

In order to see a significant effect on material properties the difference in crystallinity 

must be greater than 15%. As crystallinity decreases elongation, chemical resistance and 

environmental stress crack resistance increases; in turn, the tensile strength decreases 

slightly. Once again, the difference in crystallinity must be greater than 15%6 for any 

significant effect to be of-concern. 

The measurement of crystallinity can be determined in basically three different 

manners- (a) DSC - Differential Scanning Calorimetry, (b) Calculation based on density 

or (c) X-ray diffraction. The values provided by SLT North America, Inc. were 

determined using the DSC method which cannot measure the complete content of 

crystallites in the material. 

This method consists of heating the sample over a temperature range of 50*C to 

200*C the crystallinity is determined by integrating the peak area of the DSC curve 

For environmental fining solutions ... the world comes to SLT 

933-1354 E-3-i

WIIC-SD-W025-RPT-0Ol, Rev. 0 

NORTH AMERICA. INC. 

&TEVRNEILfC 

200 SoUTH4 TRADE CENTER ARRWY TEL (713) 350-813 

CONROE, TEXAS 77"85 &ALES FAX: (409) 273-226 

ADMIN. FAX: (409) 273-3808 

GeoPacific Lining Inc. 

9/24/93 

Page 2 

generated. Polyethylene has some small crystals which melt at room temperature (22.7 'Q) 

and therefore, are not included in the value derived from this method. 71e following is the 

equation used: 

K = (AH/AH) *100 [J/g)I[J/g] 

Where &Hr is the theoretical enthalpy of fusion for 100% crystalline polyethylene. In 

addition to small crystals not being measured, the theoretical value for enthalpy of fusion 

(heat of fusion) can be chosen from values ranging from 55 to 70 cal/g leading to varied 

results which are all considered legitimate. 

Sincerely, 

Melody A. Adams 

Engineer 

man 

For environmental lining solutions...the world comes to SLT 

933-1354 E-3-2

I 

.0 U I~ I 

W1HC-SD-WO25-RPT-OO1, Rev. 0 

SLT Northi America, Inc. 

Hanford Radiactive Waste 

SLT Project No. 8491 

RQi No. AC6SM 

04-Nov-93 

propery Tea Method Value Uf 

De~ity ASTM D 792 0.94 [W/C] 

Cxystzliity 35.96 [,%] 

Low Load Melt Flow (02) ASTh{ D Mg3 B 0.499 EgIlOmin] 

High I.od MeC Flow (U5) ASTM D 128 E 1.494 Cg(10 mini 

Melt~low~ato AS7U D 1238 E 3.0 

OA Amravcd 

0 

ACSM %V" 

933-1354 E-3-3 

* TO*TAgL P. we

WHC-SD-W025-flPT-0Ol, Rev. 0 

NORTH AMERICA, INC. 

US DA Opw FL 

2W~ SOUTH~ MADE CNr AWVTL 

t)M-0 

OMMEOX T&WA 7315 SLSM:" 74 

November 19, 1993 

TO: 

FROM: 

RE: 

El Haluschac 

GeoPacific Lining, Inc. 

Melody AdamsM4 

SLT North America, Inc. 

Crystallinity Test Results - Hanford 

Recently we supplied test results for crystallinity of our 1{DPE liner specifically roll number 

AC6898. The result was 35.96% which did Dot meet the required 45-50% as accepted by 

GeoPacific. If you would reference the letter I sent dated September 24 of this year which 

discussed crystallinity and how it is determined. I had noted that the theoretical 100% 

crystalline valve used in calculating crystallinity was in fact a range, 55 to 70 cal/g (230 to 

293 J/g). When the test was performed here in the lab, the technician who made the 

calculation was new and was not aware of the range of constants that are used. Therefore, 

we ran two more tests and came up with a range of acceptable values: 

K = 36.2 to 45.7 % 

35.2 to 44.8% 

The constant used to calculate the original value of 35.96% was 290 J/g so the other end 

of the range will be 45.34 % based on 230 J/g. Therefore, depending on what constant is 

used for the heat of fusion for 100% crystalline material you will obtain a range of values 

that are all acceptable. 

If you have any questions concerning this explanation please feel free to call me at (713)- 

847-9188. 1 apologize for the delay in this response. 

MAAima 

For environmental lining solutions .., the world c omes to SLY. 

933-1354 E-3-4


NORTH AMERICA, INC. A m WN).tr 



1300 Dexter Ave. North, Siute 250 

Seattle, Washington 98109 

Attn: 

El Haluschak 

RE: 

Crystallinity Test Results-Hanford 

Recently we supplied test results for crystallinity of our HDPE liner specifically roll number 

AC6898. Thie result submitted was calculated using the incorrect constant for heat of fusion 

of a 100% crystallinity material. The constat to be used is 230 J/g to result in a 

crystallinity of 45.3 %. We also performed two more tests on the sample roll using the same 

constat as stated above to get the following: 

45.7% and 44.8% 

If you have any questions concerning this explanation please feel free to call mae at (713)- 

847-9188. 

Sincerely, 

(A Q 

Melody A. Adams 

Project Engineer/Laboratory 

Supervisor 

MAA/ma =1. 

For environmental lining solutions ... the world comes to SLT. 

933-1354 E-3-5


Gmaraehanical and Eavironmental LAbon*w 

14i~ TEC577S EOSY 

Pechuoe Dunwoody Road -Suite 101) 

Alanta. Gooria 30342 - USA 

GELoS NTECCONSUTANT Tel. (404) 705-9S0 * Fax: (404) 705-9300) 

14 January 1994 

* Mr. Tony Samples 

DELHUR Industries, Inc. 

P.O. Box 1116 

ECVD 

Port Angeles, Washington 98362 RCIE 

Subject: Final Report JAN 19 1994 

Interface Direct Shear Testing 

W-025 Landfill - Hanford Site 

Eastern Washington 

Dear Mr. Samples: 

GeoSyntec Consultants (GeoSyntec) is pleased to present the results 

of the interface direct shear testing program recently performed for 

DELHUR Industries, Inc. (DELHUR). The. interface direct shear testing was 

conducted at GeoSyntec's Geomechanics and Environmental Laboratory in 

Atlanta, Georgia. This letter report was prepared by Mr. Robert H. Swan, 

Jr. and Dr. Zehong Yuan, both of GeoSyntec. The repoit was reviewed by 

Dr. Gary R. Schmertmann, P.E. (Georgia) also of GeoSyntec, in accordance 

with the internal peer review policy of the firm. 

The testing program was conducted in accordance with the test 

procedures defined in DELHUR Purcha 'se Order No. 25BIBDHI, issued to 

GeoSyntec on 22 September 1993. GeoSyntec understands that the purpose 

of the testing program was to evaluate the interface shearing resistance 

between: (i) a soil-bentonite admix soil and 60-mil (1.5-nun) thick SLT 

North America,. Inc. (SLT) textured high density polyethylene (HOPE) 

geomembrane; (ii) a SLT double-sided geocomposite and 60-mil (1.5-mm) 

thick SLT textured HOPE geomemnbrane; and (iii) an operations layer 

material and SLT double-sided geocomposite, using the direct shear 

method. The SLT double-sided geocomposite consisted of a nonwoven 

geotextile heat-bonded to each side of a geonet component. GeoSyntec 

also understands that the sample preparation procedures and testing 

conditions used in the testing program were selected by DELMUR based on 

the project specifications. The interface direct shear tests were 

conducted under two types of moisture conditions: (i)"as-placed* where 

the geomembrane was tested dry and the soil was tested under as-placed 

moisture conditions; and (ii) Osaturated" where the entire interface was 

thoroughly moistened with tap water under fully submerged conditions. 

GL3479/GEL93300 

corpownu ltr flc egitmaI Offiew I.looratorks: 

621 N.W. 53rd Stmet - Suite 650 Alanta. GA * Boca Raton. FL Atlanta, GA 

Booa Raton. Flo"&d 3341 - USA Columbia. MD - Huntington~ beach. CA Boca Raton, FL 

TeL (407) 99S-0900 - Paz (407 995-092 Walnu Creek, CA* -Brunch. Belgium Huntington Beach, CA 

933-1354 E-3-6


GEoSYNTEC CoNSULTANT 

Mr. Tony Samnples 


Page 2 

The remaining sections of this letter report present: (i) a 

description of the configuration of the test specimens used in the 

interface direct shear tests; (ii) the testing procedures used in the 

interface direct shear tests; and (iii) the test results. 

CONFIGURATION OF THlE TEST SPECIMEN 

Three interface' direct shear test series were conducted to evaluate 

the shearing resistance of the selected soil-geomembrane, geocompositegeomembrane, 

and soil -geocomposi te interfaces under as-placed or 

saturated moisture conditions. Each test series consisted of three 

interface direct shear tests with each test Conducted at a different 

level of normal stress ranging from 200 to 600 psf (10 to 29 kPa) using 

a freshly prepared test specimen. Table 1 summarizes the genpral testing 

conditions that were used for the interface direct shear tests. The 

configurations of the test specimens in the three test series were as 

foll ows: 

* Test Series Number 1: interface between soil-bentonite admix 

soil and 60-mil (1.5-mm) thick SLT textured HOPE geomembrane. 

From top to bottom, each test specimen consisted of: 

* soil-bentonite admix soil; 

60S-mil (1.5-mm) thick SLT textured HOPE geomembrane; and 

* concrete sand. 

* Test Series Number 2: interface between SLT double-sided 

geocomposite and 60-mil (1.5-mm) thick SLT textured HOPE 

geomembrane (under saturated conditions). From top to bottom, 

each test specimen consisted of: 

porous rigid substrate; 

* SLT double-sided geocomposite; 

* 60-mil (1.5-mm) thick SLT textured HOPE geoniembrane; and 

soil-bentonite admix soil. 

GL3479/GEL93300 

933-1354 E-3-7

WHC-SD-W025-.PT-Oo1, Rev. 0 

GEOSYNTEC CONSULTANTS 

Mr. Tony Samples 


Page 3 

Test Series Number 3: interface between operations layer 

material and SLT double-sided geocomposite (under saturated 

conditions). From top to bottom, each test specimen consisted 

of: 

* operations layer material; 

* SLT double-sided geocomposite; and 

* soil-bentonite admix soil. 

Bulk samples of the geomembrane, geocomposite, soil-bentonite admix 

soil, and operations layer material were provided to GeoSyntec by DELKUR. 

The Concrete sand was provided by GeoSyntec to fill the lower shear box 

and serve as a bedding layer below the test interface in Test Series 1. 

TEITING PROCEDURES 

The interface direct shear tests were performed in general accordance 

with the American Society for Testing and Materials (ASTM) Standard Test 

Method D 5321, "Determining the Coefficient of Soil and Geosynthetic or 

Geosynthetic and Geosynthetic Friction by the Direct Shear Mfethod." The 

tests were conducted in a large direct shear device containing an upper 

and lower shear box. The upper shear box measures 12 in. by 12 in. (300 

nmm by 300 mm) in plan and 3 in. (75 mmi) in depth. The lower shear box 

measures 12 in. by 14 in. (300 mmn by 350 mun) in plan and 3 in. (75 nun) 

in depth. 

A summary of the test equipment and conditions used to conduct the 

interface direct shear tests is presented in Table 2. This table 

indicates the size of the shear box, the initial compaction condition for 

the soil components (i.e., dry unit weight and moisture 'content), the 

normal stress applied during consolidation, time for consolidation, the 

moisture content of the soil at the completion of testing, the normal 

stress applied to the soil or 'rigid substrate during shearing, and the 

horizontal displacement rate for each test. 

GL347 9/6 EL93300 

933-1354 IE-3-8

WH{C-SD-WO25-RPT-oO1, Rev. 0 

GEoSyNTEc CONSULANT 



Page 4 

For each test series, fresh geosynthetic specimens were used for each 

normal stress condition. For each test, the test specimens were set up 

and tested as described below to achieve the desired moisture conditions 

and to cause shearing to occur at the desired interface. 

Test Series Number 1: a fresh geomembrane specimen was cut from 

the bulk sample of geomembrane provided by DELHUR and attached 

to the lower shear box with mechanical compression clamps. Fresh 

specimens of the soil-bentonite admix soil were moistureconditioned 

and compacted away from the geomembrane specimen by 

hand tam~ping to the reported dry unit weight for each normal 

stress condition, as specified by DELMUR. The compacted admix 

soil specimen was then placed on the geomembrane for testing. 

This set-up caused shearing to occur at the interface between 

soil-bentonite admix soil and geomembrane. Each test specimen. 

was tested under as-placed moisture conditions. 

* Test Series Number 2: fresh specimens of the soil-bentonite 

admix soil were moisture-conditioned and compacted into the lower 

shear box by hand tamping to the reported dry unit weight for 

each normal stress condition, as specified by DELHUR. Fresh 

geocomposite and geomenibrane specimens were cut from the bulk 

samples of geosynthetic materials provided by DELHUR and attached 

to the upper and lower shear box, respectively, with mechanical 

compression clamps. This set-up caused shearing to occur at the 

geocomposite-geomembrane interface. For each test, the test 

specimen was saturated by pouring tap water into the upper shear 

box. The tap water flowed through the porous rigid substrate and 

geocomposite specimen and drained at the geocomposite-geomembrane 

interface. Pouring was continued until the geoconposite and 

geomembrane specimens were completely submerged in the tap water. 

The normal stress used for shearing was applied to the test 

specimen prior to submerging the test specimen in the tap water. 

Each test specimen was then immediately sheared after it was 

completely submerged in the tap water. 

G L3 479/GEL 93300 

933-1354 E-3-9

W1HC-SD-WO25-RP'T-OO1, Rev. 0 

GEoSwrc CONSULANT 



PageS5 

Test Series Number 3: fresh specimens of the soil-bentonite 

admix soil were moisture -conditioned and compacted into the 

lower shear box by hand tamping to the reported dry unit weight 

for each normal stress condition, as specified by DELHUR. A 

fresh geocomposite -specimen was cut from the bulk sample of 

geocomposite provided by DELMUR and attached to the lower shear 

box with mechanical compression clamps. Fresh specimens of the 

operations layer material at its as-received moisture content 

were compacted directly on top of the geocomposite specimen by 

light hand tamping to the reported dry unit weight for each 

normal stress condition. This set-up caused shearing to occur 

at -the interface between operations layer material and 

geocomposite. For each test, the test specimen was saturated by 

pouring 'Lap water on the top surface of the compacted operations 

layer material. The tap water flowed through the specimen and 

drained at the test interface. Pouring was continued until the 

test specimen was completely submerged in the tap water. The 

normal stress used for shearing was applied to the test specimen 

prior to submerging the test specimen in the tap water. Each 

test specimen was then immediately sheared after it was 

completely submerged in the tap water. 

For each test series, the target dry unit weight and Moisture content 

for the soil-bentonite admix soil were specified by DELHUR based on the 

project speci *fications. The target dry unit weight and moisture content 

for the admix soil were 97 lb/ft 3 (15.3 kN/m') and 21 to 22 percent. 

DELHUR did not specify any target dry unit weight and moisture content 

conditions for the operations layer material which was used in Test 

Series 2 and 3. The reported values of dry unit weight for each soil 

specimen were determined by measuring the as-placed volume of the soil 

and dividing this volume into the calculated total dry weight of the 

moist soil specimen. 

G L3479/GEL933 00 

933-1354 E-3-10


GEoSYNTc CoNsULTAwrs 



Page 6 

Other features of the testing procedure included the following: 

* a freshly remolded 3-in. (75-nut) thick layer of concrete sand was 

used as a bedding layer below the test interface in Test Series 

1; the concrete sand was compacted by hand tamping to a 

relatively dense state under dry conditions; 

* each test specimen was sheared at a constant displacement rate 

imediately after application of the normal stress used for 

she aring; 

* the direction of shear for each test was in the direction of 

manufacture (machine direction) of the geosynthetic samples; 

* each test was performed using a constant effective sample area 

(i.e., the plan area of the geosynthetic specimens were larger 

than that of the upper shear box), therefore, no area correction 

was required when computing normal and shear stresses; and 

* each test was sheared until a constant, residual shear load was 

recorded. 

TEST RESULTS 

The total -stress interface shearing resistance was evaluated for each 

applied normal stress. The test data were plotted on a graph of shear 

force versus horizontal displacement. The resulting plots are presented 

in Attachment 1 to this report. The peak value of shear force was used 

to calculate the peak shear strength. For this report, the residual 

shear strength was assumed to be equal to the stabilized, post-peak shear 

force measured at the end of each test. 

The total-stress peak and residual shear strengths derived from the 

plotted test results are summarized in Table 3. These strengths were 

plotted on a graph of shear stress versus normal stress and the results 

GL347 9/GEL 93300 

933-1354 E-3-11

WHC-SD-W025-RPT-Ooi, Rev. 0 

GEoSmc CoNSUTANTS 



Page 7 

were used to evaluate total-stress peak and residual strength envelopes. 

A best-fit straight line was drawn through the three data points from 

each test series to obtain total-stress peak and residual friction angles 

and adhesions. The. coefficient of correlation (R 

2 ), a standard 

statistical indicator of how well the best-fit line matches the test 

data, was obtained for each best-fit line. The plot of the shear stress 

versus normal stress for each test series is also presented in 

Attachment 1. The interface friction angles, adhesions, and R 2 values 

derived from the plotted test results are summnarized in Table 4. 

For each test series, it is noted that the reported adhesion is the 

* shear stress axis intercept of the best-fit straight line drawn through 

the test data on the plot of -shear stress versus normal stress. This 

* value may not be the "true adhesion' of the interface and caution should 

be exercised in using this adhesion value for applications involving 

normal stresses outside the range of stresses covered by the test series. 

The reported results apply only to the materials and test Conditions 

used during the laboratory program. The results do not necessarily apply 

to other materials or test conditions. The test results should not be 

used in engineering analyses unless the test conditions Model the 

anticipated field conditions. The testing was performed in accordance 

with general engineering testing standards and requirements. This 

testing report is submitted for the exclusive use of DELHUR. 

GL3479/GEL93300 

933-1354 E31

WI{C-SD-W025-RI'T-O0i, Rev. 0 

GEoSymc CONSUTANTS 



Page 8 

CLOSURE 

GeoSyntec appreciates the opportunity to conduct interface direct 

shear testing for DELHUR. If you have any questions about this report, 

or if you require additional information, please do not hesitate to 

contact any of the undersigned. 

Sincerely, 

Assistant Divisiz Manager 

Soil -Geosynthetic Interaction Testing 

Role~twan, Jr 

Division Manager 

Sail-Geosynthetic Interaction Testing 

Attachments 

/Prl SmrmnP.. P.E. (Georgia) 

Project Engineer 

GL3479/GEL93300 

933-1354 E-3-13


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933-1354 E-3-15


TABLE 3 

INTERFACE DIRECT SHEAR TEST RESULTS 

MEASURED PEAK AND RESIDUAL TOTAL SHEAR STRENGTHS 

DELHUR INDUSTRIES, INC. 

W-025 LANDFILL-HANFORD SITE, EASTERN WASHINGTON 

Test Normal 11 Measured Peak Measured Residual Reference 

Series Stress Shear Strength Shear Strength Appendix 

Number (psf) (psf) (psf) Figure Number 

1 200 225 205 1-1 and 1-2 

400 381 371 

______ 600 527 .507 

2 200 297. 168 1-3 and 1-4 

400 518 255 

600 684 343 

3 200 172 142 1-5 and 1-6 

400 302 251 

______ 600 472 396 

Ndote: 

Test specimens were sheared immediately after application of normal stress used for shearing. 

GL.3479/GEL93330 

9.11 

933-1354 E-3-16


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933-135 E-3--

WIIC-SD-W025-RI'T-OO1, Rev. 0 

ATTACHMENT 1 

INTERFACE DIRECT SHEAR TEST RESULTS 

933-1354 E-3-19



INTERFACE DIRECT SHEAR TESTING 

BOO- 

900- TEST SERIES NUMBER 1: SOIL-BENTONITE ADMIX SOIL 

/ 0-mil SLT TEXTURED HDPE GEOMEMBRANE 

AS-PLACED TEST CONDITION 

0-00a = 200 psf, 7d; = 97.8 pcf, w6 - 21.6% 

700- 0=--- 400 psf. -r - 98.5 pcf, w., 20.8% 

-600 PSf, -Yd - 97.6 pcf, wj, - 21.2% 

1000- 

.~600- 

0 500- 

L.. 

400- 

300- 

200- 

100- 

0.0 0.2 0.4 0.5 0.5 1.0 1.2 1.4 1.5 1.8 2.0 2.2 2.4 

DISPLACEMENT (in.) 

NOTE: The shear box size was 12 in. by 12 in.(300 rnm by .300 mm), 

and the contact area remained constant throughout the 

entire test. 

DATE TESTED: 4 NOVEMBER 1993 

933-1354 E-3-19


800 



TEST SERIES NUMBER 1: SOIL-BENTONIT E ADMIX SOIL 

700 / 60-mil SLT TEXTURED HDPE GEOMEMBRANE 

MEASUJRED SHfEAR STRENGTHS 

600 - 200 psf ,.. - 225 plT.k 205 psf . 

C/) 

LJ 

S400 

c- 500Opsf. T..,u - 2 s.T. 507ps7 7e 

200 - 

0. 500- 

S300- 

100- 

PEAK( 6 - 37a- 75 ps1;R 1 -1.00 

jRESIDUAL: - 37 00 60 ps: R- 0.997 

0 1 1 1 1 1- 

0 100 200 _300 400 500 BOO 700 800 

NORMAL STRESS (psf) 

NOTE: The reported value of adhesion may not be the true adhesion of the 

interface, and caution should be exercised in using this adhesion 

value for applications involving normal stresses outside the range of 

stresses covered by the test. 


I FGURE NO. - 

Gr~oSYN=-c CONSULTANTS 

PROJECT NO.M57 

GEOMECHANICS AND ENVIRONMENTAL LABORATORY DCMN O 

933-1354 E-3-20 

PAGE NO.


000- 



TEST SERIES NUMBER 2: SLT DOUBLE-SIDED GEOCOMPOSITE 

900 /80m SLT TEXTURED HDPE GEOMEMBRANE (UNDER 

SATURATED CONDITIONS) 

800- TEST CON DITIONS 

700-Cr, 

an, = 200 psf 

400 psf 

- , = 600 psf 

.- 600 

W 

0 500- 

L.. 

400- 

300- 

200- 

100- 

0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.5 1.8 2.0 2.2 2.4 


NOTE: The shear box size was 12 in. by 12 in.(300 mm by 3CO mm). 


entire test. 


933-1354 E-3-21


DELKUR INDUSTRIES, INC.' 


-TEST SERIES NULW8ER 2: SLT DOUBLE-SIDED GEocoh4posITE/ 

/6-uSLT TEXTURED HDPE GEOM~EMBRANE (UNDER / 

70 S 4XJUATfD CONDITIONS) 

**azP ADC 6 -'4 s 113 pot; 0.23 JS 

600 * 3VL ~-4. Opt 1.mO 

a500- 

LUJ c:400- 

m 300- 

200 / 

MEASURED SHEAR STRENGTHS 

100 - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 

-r 200 psf, ., - 297 psf, r,..w., 188 psf 

or 400 psf. T'.. - 518a psf. ,. 255 psf 

a: 800 psf , , - 684 psf, -r...i 34.3 psf 

0- 1 1 1I I j I " 7 - - 

0 100 200 300 400 500 Soo 700 800 


NOTE. The reported value of 'adhesion may not be the true adhesion of the 

inierf ace, and coution should be exercised in using this adhesion 

value for oppicotions involving normal stresses out side the range of 

stresses covered by the test. 


FIGURE N~O. 1-4 

GEoSYNTmc C oNsLTJ&J PROJECT NO. CL3479 

GEOMECHANICS AND OMVIONMENTAL LABORATORY DOCUMEWNO. GE 00'- 

PAGE NO. 

933-1354 E-3-22


1000 - 



90- TEST SERIES NUMBER 3: OPERATIONS LAYER MATERIAL/ 

SLT DOU6BLE-SIDED GEOCOMPOSITE (UNDER 

- SATURATED CONDITIONS) 

800- AS-PLACED TEST CONDITION 

o-o--o a 200 psf, -Yd - 101.2 PCf, Wd 22.5x 

700- 0---- - 400 psf, -/,a 101.9 pcf, wj - 28 

- a, 600 psf. -/4 - 101.5 pcf, Wd 22.6x 

.~600- 

V) 

CC 

0 500- 

400- 

200 

100 

0.0 0.2 0.4 0.8 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 


NOTE: The shear box size was 12 in. by 12 in.(300 mm by 300 mm), 


entire test. 

GEOMAECHAN=C AND ENMIONMENTAL LAaORATORY DCMN O 0-00 

PAGE NO. 

933-1354E-3-23



* INTERFACE DIRECT SHEAR TESTING 

Boo 

TEST SERIES NUMBER 3: OPERATIONS LAYER MATERLAL/ 

700 - SLT DOUBLE-SIDED CEOCOMPOSITE (UNDER 

SATURATED CONDITIONS) 

600 MEASURED SHEAR STRENGTHS 

a, 200 psf -r. 172 PSf. Tw 142 psf 

a', 400 PS(. T,.,, - 302 psf, T. - 251 psi . 

a. 600 psf. -r,.& - 472 psi. -r = 396 Psj... 

CC500 

300- 

200- 

100- 

**.LPEAK: dpin7O 15 Pi~rf: - 0.9" 

*wez"ftcSIUAL d,32:o, 9 psf: R - 0.993 

0- 

0 100 200 300 400 500 600 700 800 


NOTE: The reported value of adhesion may not be the true odhesion of the 

interface, and caution should be exercised in using this adhesion 

value for applications involving normal stresses outside the range of 

stresses covrered by the test. 


933-1354 E-3-24

WHC-SD-W025-RPIT-O01, Rev. 0 



GcoPacific LI!ig ~ 

1300 D==~ Ave. N. 1 2.50 

Searle. Wash. 98109 

Att 

~ E l achak 

RE: 

D.O.E Hznford Raffoactiye Waite 

SI 1 T F'roject No. 8491 

Cwti5caion 

The 

Wie, ng qmUfwdE =d audiodze to do so, herby =fM=i that the 

SLT RypcrFleQ rnamzfacumftd for the above ref=cd pzj= will m -t or exceed the 

min~m peifiazinsas lasted ca page 0=75-4 of the =stomer speciMtions. 

For environmental lining solutions...fhe wodfd comes to SLT. 

933-1354 E-3-25

WHC-SD-W025-RJ'T-OO1, Rev. 0 

SL-T -Roll Test Data Report [OLN C69F 

ROLL DIMENSIONS 

±% I 

RESIN LOT INFORMATION 

ROLL NUMBER: AC-6893FF LOT NUMBER S-40681 

PROD DATE: 09/26/93 RESIN TYPE 600 SERIES 

SH[EET AREA: 9994 sqeftr - 

929 sq. meters PROPERTY UNITS METHOD- RESULT 

LENGTH: 426 feet DENSITY. ..g/cc D792 0.932 

2.30 meters MOISTURE vDS70


LT Roll Test Data Repbrt_ _ _ _ _ _ 

ROLL NO. AC-6894FF 

ROLL DIMENSIONS I % RIESIN LOT INFORMATION 

ROLL NUMBER: AC-68.94FF LOT NUMBER S-40681 


SHEET AREA: 11847 sq.ft. 

1101. sq. meters 12ROPERTY U?71Tg METHOD RESULT, 

505T-.SO feet DENSITY g/cc D792 0.932 

154 meters MOISTURE V 570 < 0.09 

WIDTH: 23.46 feet BRITTLENESS OC D746 

MD-100 >1300 

IJZTAL TEARING STRENGTH D1004 

CD- 4S th 20 ks 57 r 2 

1- 45 20 58 26 

PUNCTURE STRENGTH I'rMS 101/2065 76 ib 34 Lt 104 Its 47 L-g 

SHPJXAGEZ 

D1204 

CD - (I 16 100IC) +1-2.00 % 0.1 % 

MD- +1.2.00 0.4 

CARBON BLA CK DISPERSION 03015. A2 A 

CARBON BLACK CONTFj'vT D1603 2.00 % 2.60 % 

GEOM1EMBRANE DF"NSIT( D792 0.940 lice 0 .942 s/cc 

ESCR 01693-B 1500 bow, Start 10/01/93 

D1S93/D751 

NOMINAL 60 MRd 1.52 nmm 60 MH 1.22 Mw~ 

MINIMUM 60 1.S2 61 1.-;4 

AVG. THICKNESS 63 1.59 

THICKNESS 

TEST NOTES. MD-MACINE DIREMTION CD -CROSS DIRECTION ESCR START DATE is GIVEN* 

I 

-FOR Te5JL3 EL.ONGATION TEST GAUGE LENGTH - 1.3 ON YIELD. 2.5 ON BREAK 

ALL. STRENGTH4 VALUES BASED ON NOMINAL THX3NESC 

.JSTOMER: 

DATE SHIPPED 

jos NO. __________ A 

COMMENTS ____________________ 

933-1354 E-3-27 

___


LT Roll Test Data Report ROLLo._AC6895_ 

ROLL DvMNSIONS 1% RESIN LOT IN4FORMATION 

ROLL NUMBER: AC-6895FF LOT NUMB'3ER S-40681 

PROD DATE:. 09/26/93 RESIN MYE . 6 00. SERIES 

SHE T AREA: 11144 Sq..ft. 

1036 sq. meters PROPERTY =RTS ?ME7rOD RESUTr 

LENGTH: 475 feet DENSITY g/cc D792 0.932 

145 meters MOISTURE %- 570 < 0.09 

WIDTH: 23.46 feet BRITTLEN'ESS aC D746 c-70 

7.1 meters MELT IN~DEX g/10 min. D1238 0.S51 

WEIGHT: 

3880 pounds 

1760 kilograms 

ASTM SLT ICNZM4DMS ACTUAL TEST VALUES 

PROPERTY METBO0 ENGLISH METRIC ENGLISR MTP.C 

TENSiLE 27=L STRENGT D93 8 

CD130 mft 24 kcm 143 Iva .26ktken 

20130 24 143 26 

flH.D ELONGA77ON D63 8 

CD-13s 21% 

MD-13 22' 

TENSZZ REAXTRvGTH 0638 

C- 243 win 44 kgicm 357 mft 6 4 ktiem 

HD 243 44 349 62 

*BREArELONGA277N 

D638 

CD-590 ! 731 

MD - ~ 56074 

TErNSIE IMAcT- STREmN D1822 

-D 381 f!4b(12 a901 WYMMl 1332 ftgbjn2 2 800 imm.r 

-D 381 802. 1332' 2800 

TENyiL JMPAcT ELONGATION DIS 22 

C- 100 %>1200% 

MD-100 >1300 

nmmAL 27ARiNG sTmomGT 01004 

CD4S i 20 kg S8 b 26k 

H- 45 %M -- --- 6 

?uNCTURtE SnTREGTH FTMS IO1J20S 7G jb 34 kg 103 ib 47 kg 

SEPiNDKAGE 

D1204 

C- (I lx a100c) +1-2.00 % 0.1 % 

MD- +1-2.00 0.3 

CAPjON SL4cir isnEC~oX D3 015 A2 A2 

CARBON BLACr CONTET 01.603 2.00 % 2.62 % 

GEOAfMBRNEDENS17 0792 0 .940 sict 0.942 jlecc 

£~cix D1693-B 1.500 ban start 10/01/93 

THMCDIE= 01593/0751 

NOMINAL 60 M 1.52m 60.=A 1.52 m 

b4l~um 60 1-52 61 1.54 

AVG. THIC04SSS 63 1.59 

TUTA KOM: )MO-MACiUNE DIRECTION CD-CROSS DMEcTON SZ START DATE IS GIVEN 

.Fo0t TzNSLE m.ONGATION TEST GAUGE LENGTH -1.3 ON YIELD. 2j ON4 BREAKITO 

ALL STRENT VALUES RASED ON NON.UNAL TMCD(MS. 

CUTSTOME.R -DATE 

JOB NO. 

COMMENTS______________ 

933-1354 E-3-28 

SHIPPED 

VA_______


SL T r. Roil Test DaaRpr NO 

ROLL DflviSIONS I % RESIN LOT INFORMATION 

ROLL NUMBER: AC-6896FF LOT NUMBER S-40681. 

PROD DATE: 09/26/93 RESN TYPE 600 SERIES 

SHEET AREA~: 9548 sq.ft. 

887 sq. meters PROPERTY UNITS METHD R99ST.IJ 

LENGTH~: 407 feet DENSITY g/cc D792 0.932 

124 meters MOISTURE reD570 < 0.09 

WIDTH: 23.46 feet BRITTLENESS cc D*746

SLT 


C Roll Test Data Report 

POLL No. AC-6898FF 

ROLL DIMNSIONS ±1% RESIN LOT INFORMATION 

ROLL NUN3ER: AC-G9B9FF LOT NUMBER S-40681 


*sHMET AR7SA. 10539 Sq.ft. 

979 Sq. Meters PROPERTY UNITS =ETROD REMtIT 

LENTGT~H 450 feet DENSITY Slcc D792 0.932 

137 Meters MOISTURE kDS70 c 0.09 

WIDTH: 23.42 feet BRI'TTLE1=ES cc D746 c-70 

7.1 Meters MELT INDEX g/10 min. D1238 0.551 

WEIGHIT: 3520 pou-nds 


ASTZ( SLT )XN=OHS ACTUAL TEST VALUES 

PROPERTY M=TOD ENGLISH bMTRIC ENGLISE m L"I=C 

WZNS=L 27=2. STRENGT D63 8 

cz- 130 brm 2 4 k~cm 142 win 25 kticm 

M- 130 24 140 25 

27EW~NGATION D6 38 

CD 1322s 

MD13 21 

TSIL,- REAK STRENGTH D63 8 

CD 243 Iva 4 4 kg/au 347 iwi. 62 kkm 

m243 44 343 61 

BPXAX ELNGATION DG 38 

560 k 723 r 

*560 732 

TFVSrLE WMACT STWJOT7H Dl 822 

CD- 381. t-IW~ 801 UjJlan2 1332 miza 2SO0mimmZ 

MD- 381 802. 1332 2800 

TENSILe MACTELONGATION Dl 822 

C- 100 % >1100% 

M)-100 > 1200 

1N7714 TEARjVNG sTRENGTf Dl1004 

CD-45 b 20 kc 58 A 26 k 

prPUNC-pSREGT vW 

MD-45 20 57 

cm~ 76 jb 34 ks 107 ib 

26 

48 ks 

SHPJNKWAGE 

D1204 

C- (I~eoc HR0 0P ./2.00% 0.2 % 

M)- +/.2.00 0.1 

cARDomfBLAcxD!SPERSIN D3015 A2 A2 

CAJBN3ACKCON7XNT D1603 2.00 % 2.70 % 

GEOWBRANE DENS=T D792 0.940 gJ,= 0.942 V=t 

EsciR D1693-B 1500 ham Start 10/01/93 

7HIMEJSS 

D15S93/D72. 

NOWL60 an 1.52m 60 m 1.52 n. 

Nmmm60 1.52 60 1.52 

AVG. TMC3MCM~ 63 1.59 

T=S NOTES: )dMAOK~qE DUWCflON C0-CROS DIRECTION 13CR STAr DATE IS GIVEN 

-FOR TENSME ELONGATION TEST GAUGE LVCOT-1.3 ON YELD. 2.5 ON SPEAK 

ALL STRENGT VALUES BASED ON NOMINAL TKICXN=S 

CUSTOMER. DATE SHIPPED O 

JOB NO. 

Q 

933-1354 E-3-30

WHC-SD-W025-RPT-Ool, Rev. 0 

ZT Roil Test Data Report_ _ _ _ _ _ 

RLLNO. AC-6899FFi 

ROLL DIMENSIONS ±% 1 

.RESIN LOT INFORMATION 

ROLL NUMBER: AC-6899P"P LOT NUMBER S-40681. 


SHEET AREA: 10S39 sq.ft. 

979 sq. meters PROPERTY UNITS METHOD _-RESULT 


137 meters MOIST17RE v D570 < 0.09 

WIT:23.42 feet BRITTLENESS OC D746


'SLT Roll Test Data Report ~ C6O~ 

ROLL DIIENSIONS ± 1 % RESIN~ LOT INFORMATION 

ROLL NUMB3ER: AC-6904FF LOT NUMBER S-40682 


SHEET AREA: 10557 sq-ft. 

981 sq. meters PROPERTY UNITS MEMhOD RESULT 

LENGTH: 450 

137 

feet 

meters 

DENSITY 

MOISTURE 

g/cc 

%-D570 

D792 0.933 

< 0.09 

WIDTH: 23.49 feet 

7.1 meters 

BRITTL1'ZESS 

MELT. -M~EX 

eC D746 1000Y. 

M100 3.1000 

Th'ZTZAL TE.APING STRENGTH D1004 

CD- 45 b 20 kg 58 b 26 kg 

45 20 59 27 

PUNcTURE'STrENGTH Frh(S 101=20 76 rb 34 ki 111 )b Si kg 

SEPRMXAGE 

D1204 

CD - (I cHR OiC) +/.2.00 % 0.0 % 

H- +-1-2.00 0.2 

CARBON BLA4CK DISPERSION D3 015 A2 A2 

CARBON BLACK CON77TEf D1603 2.00 % .2.83 % 

GEOA(EMBRANE DENST7 D792 0.940 si 0 .944 x/ft 

ESCR D1693-B 1500 hamn. Start 10/01/93 

D1593/fl7S1 

NO?.UNAL 60 =a 1.52.6D Lmel 1. 52 t 

kN4G!UM 60 1.52 61 1.54 

AVG. TMCKESS 63 1.60 

THICFJJES 

CUSTOMER: 

DATE SHIPPED 

ZJOB NO. ______ ___QA 

Cor4KENTS______________ 

9-33-1354 E-3-32


YTRUTest Data Report* C 9 S 

ROLL DIMENSIONS - 1% RESMN LOT ThWORMATION 

ROLL NUMB~ER: AC-690SFF LOT NUMER S-40682 

PROD DATE: 09/26/93 RESIN' TYPE 600 SERIES 

SHEET AREA: IO557 uq.ft. 

.981 sq.. meters ROPERTY UNITS MTROD RESULT: 

EN h:450 feet DENSITY gC- D792 0.933 

137 meters MOISTURE DS70 < 0.09 

WIT:23.46 feet BRITTLENESS OC D746


TsLT Roll Test Data Report AC-6906_____ 

FRO-oL NO. C60 

ROLL DIMENSIONS I % RESIN LOT INFORMATION. 

ROLL NtTh3ZR: AC-6906FP LOT NUMBER S-40682 


SHEET AREA: 11144 sq-ft. 

1036 sq. meters PROPERT= UNITS METHOD -RESULT 

LENGTH: 47S feet DENSITY g/cc 0792 0.933 

145 meters MOISTURE -- V0570 -< 0. 09 

WID~TH, 23.46 feet BRITTLENESS bC D746 1000% 

M)-100 >900 

~NITAL TEARiNG sTRENGTH 01004 

CD - 45 tb 20 kg 58 lb 27 kg 

MD-45 20 57 26 

PV7NCEWRESTRENGTHf FTMS 1Oz1Oi 

SRLNKAGE 

D1204 

76 rm 34 kg 113 lb 51 k 

CD - 

(I HR@O 0 0C .1-2.00 % 0.0 % 

M- +1-2.00 0.1 

CARBN BL4Cz DsERsmO 03015 A2 A2 

C4.RBON SLACE CONTENT 01603 2.00 % 2.87% 

0EOMMkvz NENSITT D792 0.940 z/= 

ESCR D1693-B 1500 ~onStart 10/01/93 

0.944 alec 

TEIcFJ(U 

D1593/D751 

.NOMNAL 6 a 1.52 ua60 MR 1.52 a 

maDdum 60 1.52 61 1.54 

AVG. TkCM 63 1.59 

CUSTOMER: DATE SHIPPED QA 

JOB NO. 

________ 

COM~MENTS _______________ _ _ _ _ _ _ 

933-1354 E-3-34


LT 

"RollTest Data Report rAC60F 

LROL.L DIMENSIONS - t 1 % RESIN LOT IFORMA77ON 

ROLL NUMHBER: AC-6907PP LOT NUMBER S-40682 

PROD DATE: 09/26/93 R.ESIN( TYPE .6 a0 SERIES 

SHEET AREA: .9736 sq..ft. 

905 sq. meters PROPERTY UNITS METHOD RESULT 

LNT:41.5 feet . DENSITY g/cc* D792 0.933 

3.26 meters MOISTURE t0570


SLE Roll Test Data Report_ _ _ _ _ _ 

IZOLL NO. AC-6908FF 

ROLL DIMENSIONS - :E 1 % RESIN LOT IITFORMATION 

ROLL NU-SER: AC-6908FF LOT NUMBER S-40682 

PROD DATE: 09/26/93 RESIN TYPE 6 00 SERIES 

SEET AREA.: 10566 sq.ft. 

982 sq. meters PROPERTY flNTS METROD RESUI 

LEN=T: 450 feet DENSITY g/cc D792 0.933 

1.37 meters MOISTURE %-D570 -c' 0.09 

WIDTH: 23.48 feet BRITTLENESS *C D746 c-70 

7.2 meters 14ELT INDEX g/10 min. D1238 0.556 

WEIGHT: 3S40 pounds 


AST24 SLAT V~aTIM kCTUAL. TEST VALUES 

PROPERTY M=HOD ENGLISH METRIC ENGLISH METRIC 

27SLEYELD STRENOTH D6 38 

CD-130Obr 

MD-130 

YmD ELNGA7bON D638 

4 e 

24 

1SIbfli 

148 

2 7kgicm 

26 

CD13s 20 

MD- 13 21 

7ESILE BREAK STRENGTH D63 8 

CD - .243 bra 44 kcm 6 vr 66 ktcm 

ND -243 44 372 66 

BREAKELONGA7701 D638 

CD - 560 770% 

MD - 560 766 

TENSILE IMAiACT STRENGTH Dl 822 

CD - 381 t~-wi~ 801 mpjmaa 1237 it4b.wa 2 60mnur.: 

MD - 381 801 1285 2700 

TENSLE imACT F-LoNGATION Dl 822 

CD- 100% >900% 

)mD 100 >1000 

111277L 7EAZNG STENGTH D1004 

CD - 453,b 20kg 58 l 26 kg 

Mn - 45 20 57 26 

PUNrZRE STEN07W FrMai01=0 76 lb 134 kg 113 jb 52. kg 

smwfEACE 

D1204 

CD - (I HR 0 10C) +t.2.00 % 0.2 % 

MD- +t.2.00 0.2. 

CARBON BLACK DISPERIOND D3 015 A2A. 

CARBON BLAC CONTENT D1603 2.00 % 2.91 % 

GEOMF.JORN ENS=T D792 0.94 0 vi= 0.944 gicc 

ESCE D1693-B 1500 bown Start 10/01f93 

THICJM=S DIS93/D7SI . 

NOtMNAL 60 = I.52i 60 11 1.52 mr 

MMA~#UK 60 1.52 1IS 

AVG. THICKNM SS.6 

TlEST NOME:&MD-MACHNE DIRECTION CD-CROS DZRE=fN ESCE START DATE IS MEND 

-FOR TENSILE ELONGATION TMOT GAUGE LENCT!- t. ON YIELD 2.5 ON BREAK 

ALTRENGTH~o VALUES RASW ON NOINAL'. IUCKNESS 

CUSTOMER:.AESHPE 

JOB No. 

D'E0HWPE 

933-1354 E-3-36

WHC-SD-W025-RPTaO1, Rev. 0 

Lt Roll Test Data Report . C 9 9 

ROLL DIMENSIONS * 1 % RESIN LOT IN'FORMATION 

ROLL NU0MBER: AC-6909F? LOT NUMBEER S-40682 



962 sq.* meters- PROPE=T UJNITS METHOD RESULT 

LENGTH: 450 feet DENSITY g/oo D792 0.933 

1.37 meters MOIST URE vD570 1000 

Th'1TzAL TL4.PJNG STRENGTz D10 04 

CD - 45Sib 20 kg 58 lb 26 kg 

1W)- 45 20 58 26 

PUNCTURE STP2ZW'GTH TM 76 lb34 L- 113 lb 51 k, 

SHRINKAGE 

D1204 

CD -(I HR 0 mC) .q1-2.00 s0.3 % 

MW +1 4/2. 00 0.1 

CARBON BLACK DISE=SON D3 015 A2 A2. 

CARBJON BL.ACK CONTENT D1603 2.00 S.2.93 % 

GEOMEMBRANE DENS=2 D792 0. 940 s/c= 0. 944 Stc 

FESCA D1693-B 1500 hw Start 10/01/93 

THI CL'fES 

D1593/D752. 

NOMNAL 60.3i 1.S2 mm 60 MR -1.52 mnr 

NIM~um 60 1.52 61 1.55 

AVG. nUCXESS 63 1.60 

T=S NOTES: MD-(AOID/E DMlECTION CD-CR=DSSECTION EscR START DATE is criVD 

-FOR TENSLE ELONGATION TEST GAUGE LENGTH-1.3 ON YED. 2.5 ON BREAK 

ALL STRENGTH VALUES BASD ON NOMN4AL TCIO(ES 

JSTOMER: .. DATEz SHIPPED 

JOB NO. 

QA 

933-1354 E-3-37


SLT 

Roll Test Data ReportC 

-SLT ~ ~~ROLL NOAC61F 

ROLLIDll2SIONS tL 1% RESIN LOT INFORMATION 

ROLL NUMBER: AC-6-91OFF LOT NUMER S-40692 

PROD DATE: 09/26/93 RESIN TYPE 600 MEIES 

sHEET AREA- 10557 sq.ft. 

981 sq. meters PEROPERTY UNITS METHOD RESULT 

LEN GTH: 450 feet DENSITY g/cc D792 0.933 

137 meters MOISTURE 1k 570


ZTRoll Test Data Report_ _ _ _ _ _ 

ROLL NO. AC-691IFF 

ROLL DItMESIONS h 1% RESIN LOT WORMA170N 

ROLL NUXBER. AC-691I.FF LOTr N=4BME S-40682 

PROD DATE; 09/26/93 REsI1r TYPE 600 SERIES 

SHEET AREA: 1.0557 sq.ft. 

9ga. sq. meters PROPERTY w~ITS -METHiOD MEuLT 

LENGTH: 450 feet DENSITY 9/cc D792 0.933 

3.37 meters MOISTURE v1D570 < 0.09 

WIDTH: 23.46 feet 

7.1. meters 

BRITTLENESS *C D746


-SLT -Roll Test Data Report ______ 

ROLL NO. 

AC-6912F 

(ROLL DMENSIONS ±1% RESIN LOT INFORMATION 


PROD ]DATE: 09/26/93 -RESIN TYPE 600 SERIES 

SHEET AREAt 10566 sq.ft. 

982 sq. meters PROPERTY 2NITS METHOD RESULT~ 

LENGTH: 450 feet DENS=T glcc D792 0.933 

137 Meters MOISTURE VD570 < 0.09 

WIDTH: 23.48 

7.2 

feet 

meters 

BRITLENESS 

MELT INDEX 

OC 

/3.0 

D746 800% 

1w- 100 >1000 

INITIAtL 7EARING sTREG"h 01004 

CD - 45 * 20 kg 58 lb 26 kg 

HD-45 20 60 27. 

PNC7URESTRENGTH' PTMS 101r206 76 lb 34 kg 114 ib 52 kg 

SHRINXAGE 01204 

CD (I MeimR10 +/.2.00 s0.4 

HD +1-2.00 0.2 

% 

CARBON BLA CK DISPERSION D3 015 A2 A2 

CARBON BLACK CON2"ENT D1603 2.00 s 2.92 % 

GEOAMEMBRANEDESI77 D792 0.940 V/= 0. 944 3/cc 

ESCE D1693-Bl 1500 houu Start 10/01/93 

MIlCuiES 

D1593/07S1 

NONUNAL 60 we 1.52 60 met 1.52 mm 

Nqdm60 1.52 61 1.54 

AVG. THICIOES 6 16 

TEST N4OTES: ).DMAOIN! DME=CTIN CD-CROSSDDLCTIOtl ESCR START DATE IS GIVEN( 

-FO TES ELONGATION TEST GAUGE LENGTHI- 12 ON YIELI. M.ON BREAK 

CUSTOMER-.DT 

JOB NO. 

COME:NTS ______________ 

HPE 

DTESHPE 

933-1354 E-340


7LT RoU Test Data Report IR.AcO. C93F 

* ROLL DIMENSIONS ~ %RESIN LOT INFORMATION 

ROLL MMlER: AC-6913FF LOT NM-MER S-40682 

PROD DATE: 09/26/93 RESIN TYPE c00 SERIES 

SHEET AREA: 10S66 

982 

sq.ft. 

sq. meters PROPERTY MITTS METHOD RESULT 

LEN GTH: 450 feet DENSITY g/cc D9 0.3 

137 meters MOISTUJRE .VD570 < 0.09 

WIDTH: 23.48 feet BRITLNESS *c D746 800% 

100 >3.060 

INnuIA TEARING STRENGTH Dl1004 

CD-4Slb 20 kg 58 lb 27 kg 

MD-45 20 60 27 

PUNC7UP1ES7REVGTH FThtSOMUMS 76 ib 34 ktg 114 lb 52 kg 

SHRINKAGE 

D1204 

(I (1Ho00C) HR +1.2.00 % 0.4 % 

2W - 1-2.00 0.2 

CARBON BLACK DISPERSION ID3015 A2 A 

CARBON BLACK CONTENT D1603 2.00 % 2.91 % 

GEOMEMBAA.NEDENS=T D792 0.940 g/cc 0 .944 glce 

ESRD1693-B 1500 I,*= Start 10/01/93 

TIIICDJF.SS 

D1593/D)751 

N0?#aAL 60 MR 1.52 ME 60 MR 1.52 mr: 

NMQ4NUM 60 1.52 61 1.54 

AVG. TEIC1KE3S 63 1.60 

TESTI NOTES: MD-MAMENE DMECTION CD-CROSS DUMCTOff 15CR START DATE IS OZVMN 

-FOR TEN(SLE MSONOATION TEST GAUGE LENGTH-t.3 ON YM.D. 2. ON BREAK 1 

ALL. STRENGTH VALUES BASD ON NOUNAL THICD4ESS #i 

TSTOMER: 

Bn NO. 

_____A____ 

DATE SHIPPED 

933-1354 E-8-41


SLT Roll Test Data ReportROLN.A 91F 

ROLL DIMENSIONS ~ 1 % RESIN LOT WNORMAflON 

ROLL NUMER: AC-6914FF LOT NUMBER S-40682 


SH=T ARE.: 10566 sq.ft. 

982 sq. meters PROPER=Y UNTS ME~THOD R~S!JLI 

L~2h450 feet DENSITY g/cc D792 0.933 

137 meters MOISTURE kDS70 < 0.09 

WIDTH: 23.48 feet BRITTLENESS OC D746 c-70 

7.2 meters MELT INDEX g/10 min. D1238 0.556 

WEIGHT: 

3740 po~nds 

16.96 kilograms 

ASTM SLT KENIX=0C ACTOAL TEST VALVES 

PROPERTY bmTMOD flNGLISE MTRIC ENGLISE METRIC 

=ENL YSLD7TEN=h D63S8 

10 3. ram 24 kg/m 147 ibin 26 kslcrn 

MD-130 24 . 148 26 

I7XLD EWNGA77ON D63 8 

CD - 13% 20% 

13 20. 

7EP,~zzprrsnw~la=T .D638 

CD243 now 44 kw= 345 bi 62kiw 

243 44 330. 59 

BREAZZWNGATION :D93 8 

CD - 560~ % 736% 

X3-560 682 

rENS2LEIMpAcfls27.N=T D1822 

CD - 381. niw 801. rvmm2 1047 f-h~bka 2200 mjimm 

Mn-381 801 1.332 2800 

7ZN5hEDIAc1~oNGATIoN D.1822 

CD- 100 % >900% 

MD100 >1000 

ZMTL4L TZIP.LVG S7RENGTH D1 004 

CD - 45 b 20 kg 58 l 26 kg 

MD-45 20 59 27 

?L7NCTURSTCENGTH FTMS 101=l65 76 ib 34 kg 11.4 lb 52 k; 

SEZLMrAGS 

D1204 

CD - (~I @ooc) +1-2.00 % 0.2 % 

M- +1-2.00 0.3 

C4A JoN BLACKxDSPEPsIoN D3 015 A2 A2 

CARRONBLACKC0NTENT D2.603 2.00 % 2.90 % 

GEOMSMJPA4N DENSfl7 D792 0.94 0 sic 0.944 I/= 

Escz D1693-B 1500 h~ Start 10/01/93 

7WMcWvV= 

D1593/D751 

NONONAL 60.ma 1.5 2 m 60 M4 1.52 mr 

hma~nN 160 1.52 61 1.54 

AVG. T1UO0NS 63 1.59 

2W5 NOTES: MD-MAHM DMECDOK D-CR0SS DMECT10K ESMR.START7 DATE IS GIVD4 

-FOR TENSL EONGAION 2557 GAUGE L.ENOTH- IJ ON YIM. 2-5 ON BREAK 4 

IALL STN VALUES RASD ON NOMINAL IMMMIS # 

Ct7STOMER: 

JOB NO. 

_________ 

DATE SHIPPED 

933-13S4 E-3-42

WHC-SD-W025-RPr-Oo1, Rev. 0 

;LT Roll Test Data Report LL-N. AC-6915FF 

ROLL DIMENSIONS -±I% 


ROLL NUMBhER: AC-6931SFP LOT NUBE S-40682 

PROD DATE: 09/26/93 RESIN TY PE 6 00 SERIES 


982 sq. meters PROPERTY DNTIS - ETHOD -RESULT 


137 meters MOISTORE 4rD570 < 0.09 

WIDTH: 23.48 feet BRITTLENESS OC D746 1000 

Th'I7AL TEARING STRENGTH D1 004 

CD - 45 b 20 kg 57 ib 2-6kg 

MD - 45 .20. 58 26 

PrrNCTURE STPXNGTH FT(S 10LIM6 . 76 th 34 kg 113 lb 51 kg 

SHPJNTGE 

D1204 

CD - (I 11001Oc) +1-2.00 % 0.2 % 

m - +1.2.00 0.2 

cARBON sL4Cr DispF.P.SN 03015 A2 A 

CABONBLACZ CONE2VT D1603 2.00 % 2.88 % 

GEOA"RANE D.NS17 D792 0.940 gfc 0. 944 gicc 

ESCxE D1693 -B 1500 ham Start 10/01/93 

nzH1myw3s 01593/0751 

NORVNAL 60 MR 1.52 am 60 =a 1.52 

RMThUM s0 1.52 61 1.54 

i? 

AVG. THIOESS .. 3 1.59 

~TEST NOTE-s. ID -MACtK(E D~tECON CD-CROSSDlRZC=fOH ESCR 5TAILTDATEZS GiVEN 

-FOR TENSLE ELONGA7ION I ESTI GAUGE LENGTH - 1.3 ON YMELD. 2.5 ON BREAK 

ALL, STRENTH VALUES BASED ON NOMINAL TMIXNDCE# 

q 

JSTOME-R: 

DATE SHIPPED 

JOB NO. ______ ___QA 

COMM~ENTS 

933-1354 E-3-43


-SLT Roll Test Data Report __ _ _ _ _ 

ROLL No. AC-6916FF 

ROLL DMEI4SIONS ±% 1 


ROLL NUMBER: AC-693.GFF LOT NWER. S-40682 

PROD DATE: 09/26/93 R.E.SIN TYPE 600 SERIES 

SHEET A.REA: 3.1623 uq-ft. 

1080 sq. meters PROPERTY UNITE METOD RESUT3T 

LXNGTX: 49S feet DENSITY gfcc D792 0.933 

151 meters MOISTOFRE %. S70 c 0.09 

=ITH: 23.48 

7.2 

feet 

meters 

BRITTLENESS DC D)746 . .2000 

zN127AL T.APJuNG STRENGT D1 004 

CD453m 20 kg 57 ib 

2 -6 k 

MD- 45 20 58 26 

PUNC7VR)E STRENGTH FTMS lot/=O - 76 ib 34 kg 113 lb 51 kg 

SHRINAGE 

D1204 

C,- (I HIL@O10C) +1-2.00 % 0.3 

MD - +e/.2.00 0.2 

CARON BLACK DISPERSION 03015 A2 A2 

CARtBoNBr4 CK CoPrENT D1603 2.00 % 2.87 

GEOM1EMBRANEr DENSITr D79 2 0.940 xi=n 0.944 S/en 

ESCR D1693-B 1500 bau Start 10/01/93 

THIcvT'Ew 

D1S93/D751 

NObMAL 60 =a 1.52 mm60 on 1. 52 r 

NqlvMM 60 1.52 60 1.53 

AVG. TMCKNMs 63 1.59 

TRST NOTM-)Md-MAOCJE DUMMTON CD-CROSS DIRECTION ESMZSTART DATE IS GIVEN 

-FOR TENSLE ELONGATION TEST GAUGE LDEOM-1.J ON YIED. =. OK BREAK 4 

AUL S MENTK VALUES EASE) ON NOMWQAL 7M== T # 

CUSTOMER: DATE SHIPPED -- r 

JOB NO. ______ ___QA


;LT Roll Test Data Report_ _ _ _ _ _ 


ROLL DIMAENSIONS ~ 1 % RESIN LOT WORMA77ON 

ROLL NUMBER.: AC-6917FF LOT NTUMBER S-40682 


SF=T AREA: 8922 eq.ft. 

829 sq. meters PROPERTY- UNITS METHOD RESULT 

LENGTH: 380 feet DENSITY g/cc 0792 0.933 

3.6 meters MOISTURE 05 D70 800% 

MD-100 >1000 

INITIAL 7TmAIG ST7FENGTZ D1 004 

CD-45 ib 20 kg 56 lb 26 kg 

MD-45 20 58 26 

PCNCIURE STRENGTE FnAS I0lM6 76 lb 34 kg 113 lb 51. kg 

SHPJNVtGx 

D1204 

C- C(2HR 0 100 +1-2.00 % 0.2 % 

MD - +1.2.00 0.2 

CARBOf BLACXDISPEPJIN 0301S A2 A2 

CARBON BLACK CONWTENT 01603 2.00 % 2.85 % 

GEOMEM.RAE DENS=l 0792 0.940 gV= 0.944 &ice 

ES CR D1693-B 1500 bw= Start 10/01/93 

D1593/D751 

NOMINAL 60 cw 1.52 rn 60m MA .S2 u 

lb4MUM -60 1.52 60 1.53 

AVG. THMCIKESS 63 1.59 

THICKNWS 

2STOMER: 

DATE SHIPPED 

JOB NO. __________ Q 

933-1354 E-3-45

.SLT 

WHC-SD)-W025-RPT-OO1, Rev. 0 

~Roll Test Data Report ' 


,L.ROLL DEME~NSIONS ±% 1 

RESIN LOT INFOR~MAT1ON 

ROLL NUMBER: AC-6923FF LOT NMMER S-40682 


S1HEM AREA: I.OS66 sq.ft. 

982 sq. meter's P!ROPERTY MItT= METHOD1 RESULT 


137 meters, MOISTURE tD570 < 0.09 

WIDTH: 23.48 feet BRITTLENESS oC f746

WI{C-SD-W025-RPT-O01, Rev. 0 

rT' Roll Test Data Report_ _ _ _ _ _ 

ROLNO. AC-694F 

ROLL DDAENSIONS -±1% 


ROLL N=?'BER: AC-6924FF LOT NUMBER S-40682 



982 sq. meters PROPERTY -UNITS ME==O *RESUT 


137 meters MOISTURE ;r0570 < 0.09 

WIDTH: 23.48 feet BRITTLENESS OC D746 1100 

INITIAL TEARING STRENGTH D1 004 

C- 45 b 20 kg S6 b 25 kg 

MD - 45 20 60 27 

PUNCTURE STRENGTH P-rMS 1011O65 76 Ib 34 kg 115 lb 52 kg 

SHRINKrAGE 

D1204 

CD - (I HROaI1Oc) +1-2.00 % 0.3 % 

M)- +1.2.00 0.1 

CARBON BLACK DISPERSION D3 015 A2A2 

CARBON BL.ACK CONTENT D1603 2.00 % 2.87 % 

GEOMEMBRAJN'EDENVSFI D792 0. 940 g/z0.944 V=~ 

E3CR 01693-B 1500 bmar Start 10/01/93 

THIC..V'ES 

D1593/D751 

NOMINAL 0 MR 1.52 mm 60 MR 1. 52 m 

MNiMoum 60 1.52 61 1.55 

AVG. THICKNESS 63 1.59 

*FORTENSILE ELONGATION TEST GAUGE LENT- 1.3 ON YIELD, 2.S ON BREAK 

..tSTOMER: DATE SHIPPED OA 

JOB NO.______ 

___ 

COMMENTIS______________ 

933-1354 E-3-47


SLT ( Roll Test Data Report: _ _ _ _ _ 

ROLL NO. AC-6925FF 

ROLL DRYEENSIONS ±I% RES~tj LOT INFORMATON 

R=L NUMBER: AC-6925FF LOT NUMBER S-40682 

PROD DATE: 09/26/93 RESIN TYPE 600 SmEs 

SHEET AME: 10S66 sq.ft. 

982 sq. meters _ROPERTY UNITS )~RD ErSTLT 

LET:450 feet DENSITY g/cc D792 0.933 

137 meters MOISTURE %- 570 < 0.09 

WIDTH: 23.48 feet BRITTLENESS QC D746


ITRol Test Data Report_ _ _ _ _ _ 

ROLL NO -AC-6926FF 

( ROLL DMEWSIONS ±% 1 

RESIN LOT WhFORMATION 

ROLL NUMBWER: AC-6926PP LOT NUMBER S-40682 



982 sq. -meters -EROPERTY- UNTTS METHOD- RESULT, 

LENGTH: 450 feet DENSITY g/cc 0792 0.933 

137 meters MOISTURE v 570 < 0.09 

WIDTH- 23.48 feet BRITTLENESS ac D746 .1100% 

MD - 100 >.1100 

INITAL TEARING STRENGTH D1 004 

CD - 4S 1b 20 kg S7 ri 26 kg 

MD -45 20 60 27 

PUNCTURE STRENGTH FTMS olnoim 76 lb 34 kg 115 lb 52 kg 

SHRINZAGE 

D1204 

CD - (I HRIODC) 4/-2.00 % 0.3 % 

ME) - +1-2.00 0.1 

cARBoN BLACK DISPERSION 03015 A2 A2 

CARBON BL4CK CONTENT 01603 2.00 % 2.91 % 

GEOMEMBP.ANE DENSITY D792 0.940 V=c 0.944 glce 

ESCR D1693-B 1500 he=u Start 10/01/93 

rTMCMvzS 01593/0751 

NOMNlAL 60 MR 1.52 am60ma 1.52 MM 

Ninoum 60 1.52 61 1.55 

AVG. ThICXUNES 63 1.59 

-FOR TENSILE ELONGATION TEST GAUGE LENGTH- 1.3 ON YEL. 2.5 ON BLAK4 

UJSTOMER; -.. DATE SHIPPED 

JOB NO. 

COMENTrS _____________ 

QAi 

933-1354 E-3-49


SLT '~Roll Test Data Report' ROLLO._AC6927F 

ROLL DIMENSIONS ~ 1 % RESINJ LOT INFORMATION 

ROLL NUI!SER:. AC-6927FF LOT XNOSER S-40682 

PROD DATE: 09/26/93 RESIN TYPE 600. SERIES 

SHEET AME: 10575 sq-ft. 

923 sq. meters -PRO]2=T UDNITS ME=RO RESULT 


1.37 meters MOISTORE vDS70 < 0.09 

WIDTH: 23.S0 feet BRZTTLENESS Sc D746 1100% 

MD100 >1100 

rNMTLL ZARING STrENOT D10 04 

45 h 20 kg S7 b 2.6 k 

pvycuwzE srsmv=T 

MD45 20 59 27 

TrMSa oU116S 76 ib 34 kc 114 lb 52 kg 

SHPJ.NKAGE 

D1204 

CD. (H@itOOC)0 +1.2.00 % 0.3 % 

M- +1.2.00 0.1 

CABON RlACE DSPR7JSION D3 015 A2 A2 

CARSONXL4CK CONMTE7 D1603 2.00 % 2.92 % 

GEOMRIMBPJNE DENSflT D792 0.940 gl= 0.944 gict 

ESCR D1693-B 2500 wsus Start 10/01/93 

D2.593/D751 

NOWL60 on 

60DAims 

1. 52 

1.5 

60 mo 

60 

1.52 

1.52 

aw 

AVG. TH1CIOP-SS 63 1.59 

T7lCEJV1S 

7=1NO5MD-MA~cEHE DzRCT1N CD-CROSS DD=Tl7ON ESCR START DATE IS Ga 

.FOR. TE~snz EoNGATION TEST GAUGE LENGTH-1.3 ON YMLD. 2.5 ON BREAK 

CUSTOMER% ALL YRENCTR VALUES BASED ON NOUNAL flMC SHPPE 

JOB NO.______ 

CSM[l:DATE 

SHPEQA 

___ 

COMMh'ENTS _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ 

933-1354 E-3-50


'. Roll Test Data Reot *ROLL NO. AC-6928FFI 

ROLL DIMENSIONS -*1% 


ROLL NUMBER: AC-6928FF LOT NV1MER S-40682 

PROD DATE: 09/27/93 RESIN TYPE 60 0 SERIES 


983 sq. meters PROPERTY TNTS METHOD RESULT[ 

LENGTH: 450 feet DENSITY g/cc D792, 0.933 

137 meters MOIS~tmR t0570 4 0.09 

WIDTH: 23.50 feet BRITTL~ENESS C6 0 746 12100% 

MD -100 >.1100 

INyrLIL 7zwNG srENGTH D1004 

CD-45 lb 20 ks 57 lb 26 kg 

4S 20 59 27 

PUNC7rYRE STRENGTH FTMS tOIJ20S 76 lb 34 kg 114 ib 5 2 ic 

SHRLVKAGE 

D1204 

CD-(I HR a 10= +1-2.00 % 0.3 % 

-D +1-2.00 0.2. 

CARBON BLACK DISPERSION D3015 A2 A2 

CARBON BLACKCONT 01603 2.00 % 2.94 % 

GEOMFEdBRANE DENSMT D792 0.940 V=c 0.944 S/cc 

MsCA 01693-B 1500 hewi Start 10/01/93 

TEIGxJESS 02593/0)751 

NOMINAL 60 ad 1.52 mm 60 =a .2 a 

NVM42lVum 60 1.52 60 31.52 

AVG. TMfC!QNESS 63 1.59 

TEST NOTES: MD-MACIE DIE=ON CD-CROSS DIRECON E3CR START DATE IS GrWM 

-r-01 TENSMiE ELONGATION T=T GAUGE LENaTI- 1.3 ON YZELD. 2.5ON BBEAX 

TJSTOMER: 

DATE SHIPPED 

08 NO. 

__ _ __ _ __ _ _ 

C01,24ENTS ______________- 

933-1354 E-3-51

WF{C-SD-W025-RPT-OO1, Rev. 0 

"-SLT Roll Test Data Report ______ 

-lim IROLL NO. AC-6929FF 

(ROLL DRMENSIONS I % RESIN4 LOT INFORMATION 

ROLL NUMB~ER: AC-6929FF LOT NUMB'ER S-40682 

PROD DATE: 09/27/93 RESIN~ TYPE £00 SERIES 

SHEET AR~EA: 10575 sq-ft. 

983 sq. meters PROM=RT vNTTS METOD RESULT 

LNT-450 feet DENSITY g/cc D792 0.933 

1.37 meters MOIST13RE tD570

V(HC-SD-W025-RPT-0O1, Rev. 0 

5'LT Roll Test Data Report_ _ _ _ _ _ 


(L ROLL DIMENSIONS -±%RESN LOT ThNFORMAITON 

ROLL NU~MBER: AC-6930FF LOT NUMBWER S-40682 


SHELET AREA: 

10575 Sq-ft. 

983 sq. meters PROPERTY UNITS METHOD RESULT 

LENGTH: 450 feet DENSITY 9/CC D792 0.933 

137 meters MOISTMM t DS70 < 0.09 

WIDTH: 23.50 feet BRITTLENESS OC D746

WHC-SD-W025-RPT-OO1, Rev. 0) 

MLT Roll Test Data Report ______ 


ROLL DMENSIONS ~ 1 % RBSfl4 LOT INFORMATION 

ROLL NtmBmER: AC-693IFF LOT NUMBER S-40692 

pROD) DATE: 09/27/93 RESIN TYPE 6 00 SERIES 

S~TAREA: 1057S sq-ft. 

983 sq. meters PROPERT UNITS MEHD RESULT 

Z= 450 feet DENSITY g/cc D792 0.933 

137 meters MOISTUORE 4rD570 < 0.09 

WIDTH: 23.50 feet BRITTLENESS aC D746


SLT Roil Test Data Report ______ 


ROLL DIMENSIONS ±% 1 

RESIN LOT IFORMA77ON 

ROLL N4!3MER:. AC-6932FF LOT~ NZE S-40682 


SHEET AREA: 10575 sq. ft. 

983 sq. meters POERTY UNITS METHOD RESULT 

LENGTH: 450 feet DENSITY g1cc D792 0.933 

1.37 meters MOISTURE %D570 < 0.09 

WIDTH: 23.50 feet BRITTLNESS 6C D746


-SLT Roll Test DataReport_ _ _ _ _ _ 

ROLL NO. AC-7680 

ROLL DIM&ENSIONS 

±% I 


POLL NUMBER.: AC-7680 LOT NUMVBER S-40687 


1037 sq. meter~s EROPERTY WITTS METHO RESULT 

LENGTH: 475 

145 

feet 

meters 

DENSITY 

MOISTURE 

g/cc 

vD570 

D792 0.934 

-c 0.09 

WIDTH: 23.50 *feet 

7.2 meters - 

BRITTLENESS 

)LT InDEx 

9CD746

WHC-SD-WO2S-RPT-OO1, Rev. 0 

SliT ~ ~ ~ Roll Test Data Report_ _ _ _ _ _ 

ROLL NO. AC-7681F 

ROLL DIMENSIONS 

±% I 

RESIN LOT RV~OEIMATION 

ROLL 9M4ER: AC-7681FF LOT NM4BER S-40687 

PROD DATE: 10/16/9 3 RESIN TYPE 005 SERIES 

SHE= AREA: 111.44 sq.ft. 

1036 sq. meters PROPERTY - maET NT ==D RESULT 

LENGTH: 475 feet DENSITY g/ee D792 0.934 

14S Meters MOISTURE %. I DS70 -c 0.09 

WILTH: 23.46 feet BRITITLENESS ac D76c7 

7.1. meters MELT INDEX g/10 min. D1238 0.550 

WEIGHT: 3800 pud 

1724 kil1ograms 

ASTX SLT N32;120M4 ACTUAL. TEST VALUES 

PROPERTY N=HOD ENGLISHE M)TRIC ELISR MTRIC 

7MN5112 ZIELD S77INGT 063 8 

CD 130 Wia 24 ig1m 144 lbrut 26 k/cm 

MD130 24 146 26 

YTELD ELONGATION D6 38 

cz - 13 % 21% 

MD-13 21. 

TENSILE BRAKI STRENGTH D6 38 

CD -243 wui 44 ig1m 355 ibw 63 kgic 

MD 243 44 364 65 

WAK2MONCATION 

D638 

CD 6O k 756% 

MD5 60 77S 

TENSILE zwAA4 STRENGT DIS 22 

CD- 381. ft-lroz 80. 1 wnMz 1285 ftb~ 2 7 O0injmrtc 

MD - 381 801. 1332 - 2800 

TENSILEimPAcTzzLoNGA77ON D1 822 

CD - 100 >10l00% 

MD- 100 >1i000 

INITIA zTEARNG STRnGTH D1 004 

CD - 4S l 20 ks S3 ib 24 k, 

r)-45 20 54 25 

PUNCUPREST.ENG79 h pmso:,zog 76 a 34 kg 108 b 49 kg 

SHINKA4GE 01204 

CD (:I me100c +/.2.00 % 0.2 % 

-% +/.2.00 0.1 

CARBON BLACDISPERSION ID301S A2 A2 

CARBON BLACK CONMFVf D1.603 2.00 % 2.87 % 

GEOMEMBRAAVE DENS=3 D792 0.94 0 Vic 0.945 gzct 

ESCR D1693-B 1500 howa Start 10/22/3 

D1S93/D751 

NOMINAL 60 =a 1.52 mm 60OMR 1.52m- 

N4TM 60 1.52 61 1.54 

AVG. TICIG4ESS 63 1.61 

7THICAN=S 

F ~ 

lETNOTES: MD..MACHO4E DME=ON CD-CROSS DIECTION ZCR SrART DATE LS GWEN 

-FOR TENSM.E EONGATION TEST GAUGE LENGTH- 1 .3 ON YIELD. 2j ON BREAX 

~ALL. STRENGTH VALUES BASD ON NONAL THICD4ESSIT 

tISTOMER:. DATE SHIPPED OA 

JOB NO.______ 

___ 

CO1yTh ENTS ______________ 

933-1354 E35 

e

WHC-SD-W025-MP-OO1, Rev. 0 

-SLT Roll Test Data ReportROL .AC78 

ROLL DIENSIONS rn~1% 

RSIN LOT INFORMATION 

ROLL NTJMER: AC-7682 LOT NUMB3ER S-40687 

PROD DATE: 10/2.6/93 RESIN TYPE 005 SERIES 

SHEET AREA: 11144 Sq.ft. 

103G sq. meters -PROPERTY UT'T. EH RSL 

LENGTH: 475 feet DENSITY - g/cc D792 0.934 

145 meters MOISTURE tD570 < 0.09 

WIDTH: 23.4G feet 

7.3- meters 

BRITTLENESS 

MELT INDEX 

0CD746


S'LT Roll Test Data Report. ROLL O. C683FF 

ROLL DIMjENSIONS - t 1% RESIN LOT INFORMATION 




1037 sq. meters PROPERTY UMIS METHOD RESULT 

LEN GTH: 475 feet DENSITY Slcc D792 0.934 

145 meters MOISTURE D570 < 0.09 

WIDTH: 23.48 feet BRITTLEN~ESS ?C D746 900 % 

2- 100 >900 

INITIr= TEARING; STRENGTH 01004 

CD45 w 20 kg 53 lb 24 kt 

1WD 4S 20 53 24 

PUNCTUESTRENGTHf FTMS 1011=6 76 Ib 34 kg11 lb 50 kz 

SHRINKAGE 

D1204 

cm - (I HR a 10c) +/2.00 % 0.2 % 

MD - +t-2.00 0.2 

CABON sLACi DISPERSON D3015 A2 A 

CARBON BLACK CONTENT D1603 2.00 % 2.83 % 

GEOMffEBRA.NE DENSIT 0792 0.940 zicc 

ESCA 01693-B 1.500 hours Start 10/22/93 

0.94S gicc 

THICKNESS D1593/0751 

NOMINAL 

MNIMThUM 54 1.37 61 1.55 

AVG. THUIKNSS 64 1.61 

60ml MH1.*52 mm 60 muz 1.52 

C.USTOMER: DATE SHIPPED X 

JOB N~O. _ _ _ _ _ _ _ _ _ _Q 

COMMENTS 

933-1354 E-3-59


'SLT . 

Roll Test Data Report RL .A78 

ROLL DIM]ENSIONS I % RESIN LOT INFORMATION 

'ROLL NUMBER: AC-7684 LOT Nmem S-40687 


SHEET APEA: 11163 sq.ft. 

1037 sq. meters PROPERTY UNRITS M4ETHOD -RE=UL 


145 meters MOISTURE %D570 900 

MmZAL 7EAJiNG STRENGTH D1004 

CD42 ib 19 kg 53 ib 24 kg 

M42 19 53 24 

PUNC'M 57STNGTH 7 lmosimu 90 th 41 kg 112 ra 51 kg 

SHPJNIAGE 

D1204 

CD - (I mRROoc *=,-2.00 % 0.2 

MD- +1.2.00 0.2 

CARBON BLACK DISPEMSON D3 015 A2 .A2 

CARBJON BLACK CONTENT D1603 2.00 % 2.81. 

GEOMfMWAE DENiSMT D792 0.940 s/sc 0. 945 g/ec 

Escit D1.693-B 1500 beau . start 10/22/93 

7:HTcEn4w 

D1593/D75. 

NOIGNAL 60 ~ 1.52 60 MR 1. 52in 

XMMAUM60 1.51 61 1.56 

AVG. T7fcnmn3 .64 1.61 

TES XoTES: MD-.MACWE DIRECTON CD-CROSS DIREt9=O 13CR START DATE LS Gr4 S 

-F~OR T04SME LONGATION TEST GAUGE LM4GTR-L3 ON yU.D. 2.5 ON 1REAX 

AUL MEN=O 

VALUE5 bASED ON NOONAL TCD(ESS 

CUSTOM AFRD 19ZEQBCI1 DATE SHIPPED Q 

933-1354 E-3-60

jij 

t 


)LT Roll Test Data Report C 7 9. 

ROLLN.A-74 

ROLL DWENSIONS E 1% RESIN~ LOT Th4FORMATION 

ROLL NUMB'ER: AC-7794 LOT NUMBER S-40680 


S HEET AREA. 8410 

782 

sq-ft. 

sq~. meters PROPERTY NIS METHOD MOSLT 

LENGTH: 355 

108 

feet 

meters 

DENS ITY 

MOISTOR 

g/cc 

V0570 

D792 0.933 

< 0.09 

WIDTH: 23.69 feet BRITLENESS 0CD746 900s 

M)-100 >1000 

INITAL TEARNG STRENGTH 01004 

CD - 56 lb 2S kg 69 lb 31 kg 

MD-56 25 71. 32 

P UNCTURE STR.ENGT PrMS lJoirm 105 lb 48 kg 129 lb 59 kg 

SHRINKAGE 

D1204 

cD) - (I M ao100c) +1.2.00 % 0.1 % 

MD - +/-1.00 0.2. 

CARBON BLACK DISPERION D3015 Al A2 

CABON BLACK CONTf D1603 2.00 % 2.18 % 

GEOMEMAd'BANE DENS=T D792 0.940 g/c= 0.942 glcc 

ESCR D1693-B 1500 hoan Start 10/22/93 

1)1593/D751 

NOMMUAL 80 Ma 2.03 un80 mU 2.03 

lnd 72 .1.82 78 1.97 

AVG. TICN 81 2.05 

THICiaJES 

TEST NOTES: M(D-h(AO(E DMZCTON CD-CDSS DMBCTN ZSCR.START DATE IS GMN~ 

-FOR TENSME EWNGATION TEST GAUGE LENGT-LZ I ON YILD 2-SON BREAK 

IALL STRENGTH VALUES RASD ON NONCNAL 7MC104M 2 

ISTOMER: HANFORM/GEpPACIFIC DATE SHIPPED Q 

.03 NO. 8491_ __ _ __ _ 

933-1354 E-3-61


SLT ~Roll *Test Data Report ROLN.A-8309 

ROLL DMENSIONS I % RESIN LOT INORMA71ON 

ROLL NoMEER: AC-8309 iLOT NUMBER *.'S-4S726 


SHEET AREA: 8396 Sq-ft. 

780 sq. meters PROPERTY LUNITS METHOD RSL 

LENGTH- 355 feet DENSITY g/ec D792 0.932 

108 meters MOISTORE - %*D570

SLT 


Roll Test Data Report 

ROLL NO. 

AC-8.388. 

ROLL DI4ENSIONS I % RESIN LOT INFORMATION 

ROLL NUMBER: AC-8388 LOT NUMBER S-45727 


SHEET AREA.: 8431 sq.ft. 

784 sq. meters PROPERTY- -UNITS METHOD RESULT 

LNGTH: 355 feet DENSITY g/cD792 0.933 

108 meters MOISTURE %D570 < 0.09 

WIDTH: 23.7S feet BRITTLENESS CCD746 1.000% 

MD - 100 >11.00 

INITIAL TEARING STRENGTH D1 004 

CD) 56 lb 2 S kg 71 ib 32 kf 

MD- S6 25 75 34 

PUNiCTURE ST7RENGTH FTMSI lI2OGS 105 lb 48 kg 138 ib 63 kj 

SHRINKAGE 

D1204 

CD - (I HR 0 00c) .4..0S 0.3 5 

1D - +/-1.00 0.1 

CARBON B.A CX DISPERSION D3 01S A2 A2 

CARBON BUACK CONTENT D1603 2.00 % 2.48 % 

GZOMEMBRANE DENSITY D79 2 0.940 s/en 0. 943 z/=c 

15CR D1693-B 1.500 hmww Start 2.1/05/93 

D1593/D751 

NOMIN4AL. 80 a3 2.03 umm 80 zui 2.03 mn 

MINIMlUM 72 1.82 78 1.99 

AVG. THICKN~ESS so 2.03 

THICKNESS 

TEST XOTES: MO -MACHINE! DIRECTION CD -CROSS DIRECTION t3CR START DATE IS GIVN 

-FOR TE4STLE ELONGATION TEST GAUGE LENGTH- 1.3 ON YIEL.D. 2-5 ON BREAK 

ALL SRENGTH4 VALUES BASED ON NOMIAL MICKNESS 

' 

CUSTOMER: HANFORD DATE SHIPPED 

C4S _ _____ ____QA 

933-1354 E-3-63


MLT RGR Tet t.epo4 __ __ _ 

ROLL D~dNSMONS ±1% .Sh LOWGRUAlON 

'ROLL UMBM AC-96-04 P? LOT? VM; -4&o 

PROD DATE. .2/04193 R1M z s605R~ 

SHEE AREA6; 12.253 sq.2t. 

1046 sq. metes P.oz= =rT* ' 

L~GH: -75 feet SES'Y* /CC' D72 . 

145 Matezs D5S7bO? 0.09 

W=TE: 23.69 feet~ C'. .*D4 < 

W~IG~T:3S40 p*=ds . 

1606; kil1ograms _______________ 

'PROPEr?!7 METZ=D RTGLIIE XK=MtiSC 

am 7im=W= D38 t~ 

CD 

32L' jh,&k4 

ISO &1S 4 2k. 

ND 332 ~2 a S0' 2'7 

- D638 .%: . 

v'3ff.BME*.327NNGT D638 . 

22.4. ~ 343 6 

?ZAXV~T~J~aWJ~ D638 

550~ 1773 .. 

550 . 7. 

Vna'.C71EG2 D122 

C)381 kb&Z -O I qaz. 242 m~ /2400wi=2 

2~..T~AcZWAGA-7 c, 2200 

CD' 1100%.0% 

1.00 ".go 

MM" 2ExM 27TNG7E D1.004 

- *l 2'.:9 sSSlb 2S5k 

*2-54 .~25 

7C7USR1TBN praw 90 ]b ' 42. &z -2.s S1, 3 

42EOJ3ZSc~Ci32R? D1603 2.00 S - ': 

* D1653-B 1500 hmu Stai~l/0/93 

60 ~ .2 * 61 1.55. 

j~YG 'rmirs~63 . 1.60 

ALLSMMMM RAS ON oVuoLcm.. 

KO&MA TaZB 

933-1354 E-3-64

,) / H'UL 

WHC-SD-W025-RPT-OO1, Rev. 0 *.. 

Roll Test Data Reporti ~ 

ROLLS DVMNSIONS ± 1t Romf LoT-fl.qIQA~N 

R.OLL ramBER: AC-960S F? LOT NMOUR S-40fl: 

p.RCD D)AT. .12/04/93 . WEIN TYPE 600 SRE 

1090 sq. Znetec RPaT-1=tS 

IJGH 4,95 fleetESL 

L~G~i SI mete.Ea MOLSTOR . 0.9 

IDF:23.69 feet:.p 3RLEiSPS ac .. .D746-,. (C~f7a 

7.2 met._=S ML-IM=E gjlQ iuiYD123e QX591 

WEZGHTM. 3S40 pounds 

1606 klgasr 

-2= D SA"WAV6H~ D638 

aMD EWNGA27ON 

MV-2E2FAxmflRGTE 

D3 

A= oBR xnmmm,. ALUS 

X3~vEGLZ= ERxc . mx . 1T.ZC 

132 ~ ~ of r2'g= 149 161% 27 k-, 

132 12*4 29 

Un-12 14 18 : 

D638 

228 ;41 .34 61 t7 

CDOGTJND3 S50O 773 

550 . 

-381 wshra i0l. =Y4 1142 &z.a /2400CY/2 

-381 80. 094 2300 

DdwAcTEONG'4ZoN D1822 

100 .. ;oo 

=%A~hL MMOGSTWJGTE D1004 

42a19c25k 

-19 54 24 

nJC7'2 ZS 7AZ2WOTM p 1WzIMS 90 lb .502 i 

~DJKAGE 1204 . 

(I Rao 100 2.* 

. g 

142"oN ZACZ COrr.Nr D1603 2.00 5 2; 9S 96 

DZM D792 C.940 xi 0.947 si= 

!SCZ 01693-B l500 bau t=1~'/ 

IN=LE~ 

DIS593/D751 

NOM!IAL * -. 6 ;a. mm.52n 

AVO. 7=m0CDFSS6 1 

mOR TXLLE MaNGAz7O( J*S? dAUGE UN73-. ON Y= 21 OCJ ME 

ALL 3tMOT VALMS SA ON NOWML, TIWCMo(C 

u93-54E-3-65

STAR.. .Safety 


Through.Accountabilily and Rec'ognition 

Mobil Polyethylene. 

Certificate of Analysis 

"QUALITY P.EOPLE MAKIUNG Q UALIT PRODUCTS" 

Marc Vanover August 17, 1993 

SLT North America Inc. 

200 S. Trade Center Pkwy 

Conroe, TX 77385 

Mobil Chemical, a major supplier of quality polyethylene, has shipped a lot of Material to 

your facility. The lot identification and analysis are listed below. This data has been 

supplied by our Quality Control Laboratory located here in Beaumont. If you should need 

further information or another copy of this report please call your sales office in Irving, 

TX 214-580-1040. 

Resin Identiication 

fResin Analysis 

Test 

Lot Data 

Product Type RDA-601 Melt Index (gins/10 rai) I: 0.56 

Lot Number S-40690 Density (grnslcc) 0.934 

Hopper Car Number 

RUSX-8040 

Quantity Shipped 165,350 

1Date of Manufacture 

17-A62-93 

P.O. Number 

Location Shipped to 

Aldine, TX 

Thank you for your business. If you need additional assistance, please do not hesitate to 

06 contact our Sales Representative in your area. 

Sincerely, 

W. H. Pintsch 

Quality Assurance Coordinator 

- MP.OALLASFAX b711-M7.29s AWJ.. TX 

933-1354 E-3-66

STAR... 

-QUALIT 

WHC-SD-W025.RPT-OOI, Rev. 0 

Safely Through Accountability and Recognilton'. 

Mobil Polyethylene 

Cetificate of Analysis, 

PEOPLE MAKING QUALIT PRODUCTS" 

Bill Wailing September 22, 1993 

SLT North America Ine. 



MobilChem Mal ao sjir( .y poleiyae =shipped a lot of Material to 

your facilty. The lot identim i.-aaiyuisg-ite belw. This data has been 

supid by oruaiyCzro- i -heiW aumont If you should neced 

further ~ oranteripyT ~ 1 .rfnao is -oWkase C1 yur Waes office in Irving, 

TX 214-580-040.-- .. .. ,.- 

Resis IdentIfleation 

~Dt 

Product TMie . HDX.00c :. Malt Index (Sms/1O min) Tz 0.S6 

Lot Numnber -08 Density (pi~cc)0.3 

Hoppr Car Number 

A C F k4 8'0.934 

Qusatity Shippd 

17 U$QO 

Date of M4anufactre 

TAg9 

P.O. Number - 

Loction Shipped to 

Aldiae, TX 


contact our Sales Representative in your area. 

Sincerely, 


933-1354 E-3-67

STAR... 

WHiC-SD-W025-RPT-O01, Rev. 0 

Safety Through Accountability and Recognition 


Ceri~ficate of Analysis 

"QUALITY PEOPLE MAKJNG QUALITY PROD UCTS" 

Bill Walling September 22, 1993 




Mobil Chemical, a major supplier of quality polyethylene, has'shipped a lot of Material to 


supplied by our Quality Control Laboratory located, hire in 'Beaumont. If you should need 

further information or another copy, of this report, please call'your sales office in Irving, 

TX 214-580l1040fl .. -. - - 

Resin Identification .Resin AnalysisL 

Test 

Lot Data 

Product Type HDX-005; Melt Index (gns/1O min) 12 0.56 

Lot Number S-4D692 Density (gmscc) 0.934 

Hopper Car Number MOB X-52369 


Date of Manufacture 

17-Au2n-93 

P.O. Number 

Lzction Shipped to 

Aidine, TX 

Thank you for your business. If you need additional assistance, pleae do not hesitate to 


Sincerely, 

W. H. Pintsch 


933-1354 E-3-69

STAR... 

WHC-SD-W(Y25-RPT-0I, Rev. 0 




"Q UALITY PEOPLE MAKING Q UALITY PROD UCTS" 

Bill Walling September 22, 1993 




Mobil Chemical, a major su plier of quality polyethylene, has shipped a lot of Material to 

your facility. The lot identification and antalysis are listed below. This data has been 

supplied by our Quality Control Laboiitory located here in Beaumont. If you should need 

further information or another copy' of this repr please call your sales office in Irving, 

TX 214-580-1040. 

Resin Identiication 

Test 

Resin Analysis 

Lot Data 

Product Type H{DX.O05 . Melt Indecx (Cms/10 min) 12 0.55 

ILot Number S-40697 Density (pmscc) 0.934 


ACFX-52401 



18-Aug-93 

P.O. Number 


Aldine, TX 



Sincerely, 

W. H. Pintsch 


.~ UP-fALLAJ FAX . 713-W-2915 AiIhw. T% 

933-1354 E-3-69

STAR..~ 

"QUALIT 


Safely Through Accountability and Recognition 



PEOPLE MAKIN4G QUALITY PRODUCT" 

Bill Walling October 20, 1993 






supplied by our Quality Control Laboratory located here in Beaumont. If you should need 

further information or another copy.of this report please call your sales office in Irving, 

TX24-0-00 - 

Resin Identification 


I TestLot Data 

Product Type HDA-601 Melt Index (gms/10 mmi) 12 0.54 

Lot Number S-45726 Decnsity (grns/cc) 0.934 


MOBX-S2233 

Quantity Shipped 174.350 


13-Auo-93 

P.O. Number 


Aline, TX 



Sincerely, 

W. H. Pintsch 


MI41AFAX 

W 7J3.sd7.2'1*S Ah16.. TX 

933-1354 E-3-70

STAR..a. 

WHC-SD-W025-R~r-00I, Rev. 0 




",QUA=T PEOPLE MAKIN.G QUALIT PRODUCTS" 

Bill Walling October 20, 1993 

SLY North America Inc. 





supplied by our Quality Control Laborator located here in Beaumont. If you should need 

further information or another copy of this report ple=s call your sales office in Irving, 

TX 214-580-1040. 



Product Type HDA-601 Melt Index (m=/10 min) 1: 0.54 

Lot Number S-45727 De~nsity (gm.s/cc)093 


ACFX-52300 



13-Aug-93 

P.O. Number 

Locaion Shipped to 

Aldint, TX 

Thank you for your business: If you need additional assistance, please do not hesitate to 


Sincerely, 

W. H. Pintsch 


.~ &I.I)ALLAS rAX W 7134432.NiS AW.W. TX 

933-1354 E-3-71

STAR...~ 


Safety Through Accountablhi and Recognition 



-QUALITY PEOPLE MAKING QUALITY PRODUCTS" 

Marc Vanover August 31, 1993 




Mobil Chemical, a major supp)lier of quality polyethylene, hasshipped a lot of Material to 

your facility. The lot identification and -analysis are listed below. This data has been 

suppled by our Quality Control Laboratory located hiere. in -Beaumont. If you should need 

furter information or another copy of this report pleas call'your sales office in Irving, 

TX 214-580-1040. .- .. 

'7 


II.Resin Ana~yss 

Testa 

Lot Data 

Product Type HDG-600 Melt lndex (gins/10 rai) 12 0.59 

Lot Number S-40031. Densty (gins/cc) 0.935 


TLCX-38077 



2-5-Jan-93 

P.O. Number 


Alinwe, TX 



Sincerely, 

-)41if/ k 

W. H. Pintsch 

-Quality Assurance Coordinator 

UtP4ALLAS 

FAX w 7IN.a74"M1 AWW. TX 

933-1354 E-3-72

~Ii 

t 

Y. 

U ' t 

WHC-SD-W025-RPT-001, Rev. Q 


&Vatooa.mm 

Ocober =Z 1993 

GeoPacific 1mng I 

1300 De~aw Ave. N., Suk 2.50 

Seazd, Washingto 98109 

A=E 

Habur-cbk 

RE: 

DOE Hnzzford 

Racftoacdw Waste Disposal Facflity 

SLT Priject No. 8491 

m=mirpd beins quai~iie an = = to do so, hecby c~fies that ft 

I Webz for fte above ref==ed project was mawficzze from ft quaity ruain 

which co==s no reclaied polymer and Icss tban 2% of recycled td. 

MA.Jm 

Far environenta fining soluIoans.. The world Comes to SWT 

CMt xw 

933-1354 E-3-73



A SUB SOMYAR OF 

SLT SA'WROAENTAL IC. 

9 9 200 SOUTH TRADE CENTER ARKWAY TEL: (713) 3WI813 

COMROE. TEXAS 7730 

SALES FAX: (409) 27322W 

AOUMd. FAX: 140) 2r3.110 

January 31, 1994 


1300 Dexter Avenue #205 

Seattle, WA 98109 

Attn: 

El Haluschak 

RE: 

D. O.E Hanford Radioactive Waste 

SLT Project No. US193-8491 

Certification 

The undersigned, being qualified and authorized to do so, hereby certifies that the 

SLT HyperFlexO liner manufactue and supplied to the above referenced project has 

passed the required 2000 hours for ASTM D 1693 Condition B, Environmental Stress Crack 

Resistance: 

AC6895 AC6905 AC6910 AC6915 AC6925 AC6930 AC7682 

AC6896 AC6906 AC6911 AC6916 AC6926 AC6931 

AC6898 AC6907 AC6912 AC6917 AC6927 AC6932 

AC7694 

AC6899 AC6908 AC6913 AC6923, AC6928 AC7680 

AC6904 AC6909 AC6914 AC6924 AC6929 AC7681 

Engineer 

For environmental lining solutions ... the world comes to SLT 

933-1354 E-3-74

WHC-SD-WO2S-RPT-0O1, Rev. 0 


UrenOAEi a 

2W 809N1 TPA" CSNTE AAMW TV7;L"3P*63j6,ei. 

* Marc 14, 1994 

GleoPacWIC Tliming I=** 

* 1300ODtr Ave. No Suite 250 

Sea~Ic, WA 98109 

A~ML 

RE: 

El Haluschak 

DhO.EFHanford Radioactive Waste 

SLT Project No. US/93-8491 

Certification 

The undiersigned, being qulfied and authorized to do so, hcreby certifies that the 

SLT HyperFlex*v liner Yamufactmzed and supplied to the above referextced project has 

passed the required 2000 hours for ASTM D 1693 Condition B, Envirnenua1 Stress Crack 

Rsstnce: 

AC6893 AC7683 AC8388 AC9605 

AC6894 ACS309 AC9604 

For environmental lining solutions... the world comes to SLT. 

933-1354 E-3-75

WIIC-SD-W025-RPT-0O1, Rev. 0 

NORTH AMERICAs INC. 

&TEMOAA.I 

20W OOV7 TftMb CSNR AARKW 73L- (713) N504813 

MM4S7M 5 ADr A &f~(400 Z3 *506 

* March 14, 1994 

GeoPaciffc Lining Ixic. 

1300 Dexter Ave. N, Suite 250 

* Seattle, WA 98109 

AML 

El Haluschak 

RE- 

D.O.E.Ranford Radioactive Waste 


Certifiation 

(Revised) 

The undersigned, being qualified and authorized to do so, herby ceztifles that the 

HyperflexO lner for the above -referenced project wil Meet the requirment. of 90% stngth 

retained for Resistance to Soil Burial, ASTM 3083. 

Melod Ada=s 

Engineer 

933-354 For environmental lining solutions .., the world comes to SLT

WHC-SD-W025-RP-0O1, Rev. 0 

WORTH AM RIA INC. 

LENOUMIMr 

CENMOF, TEWA Ma~8 SALES FAX- (40) 2-2258 



1300 Dexter Ave. N. # 250 

Seattle, Wash. 98109 

Attn: 

El Haluschak 

RE: 

D. O.E Hanford Radioacti've Waste 


Certification, 

The undersigned, being qualified and authorized to do so, hereby certifies that the 

welding extnidate (rod and resin) manufactured by Blackwell Plastics for use by SLT and 

its customers, is made from the same base resin type and will exhibit similar physical 

characteristics as the membrane. 

For environmental lining solutions ... the world comes to SLT 

933-1354 E-3-77


4ecEos'ThrB7C 

TNSTALLATION CONTRACTOR FOR YOUR 

NEEDS 

Dec. 2/93 File no.; 354/93 

Delhur industries, Inc. 

Port Angeles, WA 

RE: Cold weather seaning between 30 and 40 degrees. 

1Hanf ord Site - KE=-5346 (W-025) 

Attention: Tony 

In reply to the GCS's field data form dated% 11-20-93 

Accept this letter as certification to the statements. 

"the quality of the seams welded at temperatures 

below 40 degrees F. and above 30 deg-rees F. are of the 

same quality of sea= as those welded at temperatures 

between 40 degrees F. and 104 degrees F,.." 

" For seams welded below 40 degrees P., a sample coupon 

shall be provided from each end of the sea=. All 

other testing required by the specifications will be 

performed." 

Sincerelyl..- .- . 

El 11aluschak 

President 

.t.25-10 etrAeu otSate A919Poe 26 8-38Fx 26 8.76 

C4-Poe:(0)50M*Fa-(0)5047 

933-1354 101 ....dTercBted. .7

WHC-SD-W025-RPT-0Ol, Rev. 0 


A10MILRYO 

S@ OU/7 TRADE CETER AAAKIWAYTI asa 

C4JMOG& TUAS 738 

16 August 1994 

Scott Matthews 

Golder anid Associates 

Re: SLT Job ?I 94-9 53 8 

Fax: 509/373-9484 

Certifeation 

The unidersigned, being qualified and auithor-ized to do so hereby certifies that SLT 

HyerFlee is made ofb!Sh quality, virgin polyethylene resin. The ftisxed product is 

composed of 97-99 % polyethylene and 2-3 % carbon black for uv stability. SLT has 

adhered to this formulation for all mnaterial, carrying the HyperFiex trade =ne. 

Itthw W 

Chemnist 

dans 

For envidronmental lining solutions... the wlorld comes to SLT.' 

933-1354 E-3-79


NORTH AMERICA, INC. A~ SZS4AftV 0C 

100 SOUX MRADE CUMA~ PARDCWrTL41)011 

C'OMvADI TIZAS M4S SWX 4P "- 

ADMIN. AU:~ tW) ?326 

16 August 1994 

Scott M1atthews 

Golder and Associates 

Re: SLT Job # 94-953 S 

Fax: 5D91373-9484 

Certification 

The undersigned, being qualified and authorized to do so hereby ceitihcs$ tht SLT 

HiyperFee is made of high quait, virgin polyethylene resin. The resin used for 

manufacturing all HyperFiex georembranes was developed for the express purpose of 

geornembrane production and is supplied by a single reisa manufacturer to one, consistent 

specification- All material refered to as SLT HyperFlex his been made with this resin. 

Further, due to the consistency of raw materials used in the production of 

HyperFlec, all HyperFiex materia exhibits similar physical properties and chemical 

resistance. 

Chemist 

For erwironrnental lining solutions... The world comes to SL7 

933-1354 E-3-80

LOW-LEVEL BURIAL GROUNDS 

Unit Managers Meeting 

Federal Building, Room 784B 

Richl and, Washington 

March 29, 1995 

2:30 p.m. - 3:30 pa. 

The undersigned indicate by their signatures that these meeting 

minutes reflect the actual occurrences of the above dated Unit 

Managers' Mepting. 

Date: - 2/- 5 

Date: -I 

Danie L. n. R Program Manager, EPA Region 

E, C--, Date: q< 

Roqrt ordts, Unit Manager, Washingto tatDeamntoEoog 

Low-Level Burial Grounds, WHC Concurrence 

z'Date: 

Richar _'. Pi ce, Con r or Representative, WHC C 

(Represented by Brett M. Barnes, WHC) 

ffaeLc-~i 

Purpose: Discuss Permitting Process 

Meeting Minutes are attached. The minutes are comprised of the following: 

Attachment 1 - Agenda 

Attachment 2 - Summary of Discussion and Commitments/Agreements 

Attachment 3 - Attendance List 

Attachment 4 - Action Items 

Attachment 5 - Schedule 

Attachment 6 - Status of Pump and Treat 01

Attachment 1 


Unit Managers Meeting (Videoconference) 


2704HV Building, Room 213 


Lacey, Washington 

March 29, 1995 

2:0p.m. - 3:30 p.m. 

AGENDA 

1. PREVIOUS MEETING MINUTES 

* February 28, 1995 Meeting Minutes 

2. PROGRAM STATUS 

* 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 





March 29, 1995 

2:30 p.m. - 3:30 p.m. 

Summary of Discussion and Commitments/Agreements 

The January 26, 1995 and February 28, 1995 Unit Manager Meeting 

minutes were approved. Mr. R. Cordts (Ecology) and Mr. D. Duncan 

(EPA) conferred signature approval to Mr. C. Cla'rk (DOE-RL). 

Status of Mixed Waste Trench Readiness 

Ms. A. Crowell (DOE-RL) provided an update on the Low-Level Burial 

Grounds (LLBG) Trench 31 (Attachment 5). Trench 31 was declared 

operational by Solid Waste Management. RL has performed a line 

management review to confirm Trench 31 is ready to receive waste, 

and the safety basis should be completed within a month. 

Mr. Cordts confirmed that he received the as-built drawings and 

the construction quality assurance report. Ms. Crowell noted that 

additional 9090 testing results are scheduled for April 5, 1995, 

and'RL will provide a copy of the results to Ecology. 



Ms. G. Cummins (WHC) stated that RL/WHC are revising the LLBG 

Part B permit application (Revision 1). RL/WHC are preparing a 

Notice of Intent (NOI) to allow for greater than 90-day tank 

storage at the mixed waste trenches. Ms. Cummins stated that the 

NOI will be transmitted to Ecology in May 1995, and then RL/WHC 

will file a revision for the Part A permit application. 

Discussion of 4-9-93 NOD Response Table 

Ms. Cummins inquired about the status of the Notice of Deficiency 

(NOD) response table. Mr. Cordts responded that a draft of the 

responses to the NOD issues is in internal review. Mr. N4. Hepner 

(Ecology) stated that he would provide a draft copy of Ecology's 

NOD responses to RL/WH-C following the Unit Managers Meeting.


Status of Pump and Treat 

Mr. R. Mercer (WHC) distributed a handout (Attachment 6) and gave 

an update on the pump and treat operation. The 200-ZP-1 pump and 

treat pilot project is ongoing. Mr. Mercer stated that the RCRA 

monitoring well has not been affected by the pump and treat. 

Bechtel is planning to begin drilling the extr~action wells and an 

injection well next week. The wells will be eight inches in 

diameter with approximately 50 feet of screen below the water 

table. The total depth of the wells will be approximately 275 

feet, and the pumping rate will be about 75 gallons per minute. 

In the event the new injection well cannot handle the flow rates, 

BHI has tentative plans to use an existing well located, 

approximately 300 feet southwest of the new injection well. 

BHI is preparing a TPA milestone (M-15-81A) report evaluating the 

effects of the pump and treat program for the entire 200 West 

Area. BHI plans to complete the report by July 1995. 

* In response to an inquiry from Mr. Cordts regarding the Engineered 

Performance Plan (EPP), Mr. Clark stated that RL expects to 

transmit the EPP to Ecology next week. Mr. Clark suggested 

discussing the EPP either before or during the next Unit Managers 

Meeting, and Mr. Cordts agreed. 

* Mr. Cordts inquired about the status of the Performance 

Assessments (PAs) for the LLBG. Ms. Crowell responded that RL is 

preparing four PAs. A PA will be provided to DOE-Headquarters, 

the 200 West Burial Grounds, the 200 East Burial Grounds, and the 

Environmental Restoration Disposal Facility. RL is in the process 

of publicly releasing the 200 West PAs in draft form. RL is 

scheduled to submit a preliminary draft of the 200 East PA to the 

peer review panel on December 15, 1995. Mr. Hepner asked how the 

PAs will affect operations. Ms. Crowell responded that changes in 

operation will include grouting uranium, changes in waste 

acceptance for water soluble isotopes, and maintenance of the PA. 

Ms. Crowell added that the Defense Nuclear Facility Safety Board 

recommended all the inventory since 1940 be included in the source 

term. As a result, the 200 East PA will include the entire source 

term; and in the first year of maintenance of the 200 West PA, the 

modeling will be revised to include the entire source term. 

* Mr. Hepner inquired about the status of waste acceptance for the 

W-025 mixed waste trench. Ms. Crowell stated that RL is revising 

the Safety Basis and the Waste Acceptance Criteria for bulk waste 

acceptance in the mixed waste trenches. WHC will be providing a 

presentation regarding the bulk waste acceptance, and Mr. Hepner 

indicated he would like to.attend the presentation.

Past Action Items 

Action item 10-27-93:1, schedule a technical Issues meeting for 

RCRA/CERCLA integration and discussion of pump and treat 

evaluations. 

WHC is continuing to provide pump and treat information to 

Ecology. This action item was left open. 


There were no new action items generated during the meeting. 



The next Unit Managers Meeting was scheduled for videoconference 

on April 27, 1995. 

* Proposed Topics 

There were no new proposed topics for discussion.

Attachment 3 





March 29, 1995 

2:30.p.m. - 3:30 p.m. 

Attendance List 

A stenographer is present to take detailed notes on the proceedings of this 

meeting. These notes will be used for the sole purpose of preparing unit 

manager meeting minutes. After these unit manager meeting minutes are 

finalized, the detailed notes will be discarded. If any attendee has 

objections with this approach, they should voice these objections at this 

time. 

Name Organization Phone # 

Nr\ U D 

Cv-PA aAn 

(at() 653 - 63 

R 64Cra- ZIA tj 4 c -e q 

____ ___ __0 U 1 C _S___7__6_n 

A.(e 

2 ,74S 270(v q__6___-__3_6__8__7 

- /72-D- 

A ye6YS C3 7_____ _____

Action Item 

Description 

Attachment 4 




Richan, Wash ington 

March 29, 1995 

2:30 p.m. - 3:30 p.m. 

Action Items 

10-27-93:1 Schedule a technical issues meeting for RCRA/CERCLA 

integration and discussion of pump and treat evaluations. 

OPEN 

09-01-94:1 RL/WHC will provide the Yakama Indian Nation a copy of all 

the notice of deficiencies (NODs), including a description 

of the NODs that have been resolved and the NODs that remain 

open. 

ACTION: A. Crowell (RL) 

CLOSED 

10-18-94:1 RL will provide Ecology (Mr. R. Cordts) a preview of the 

engineering change notices (ECNs) on Trench 31 and 34. 


CLOSED

Attachment 5 




Ri chl and, Washington 

March 29, 1995 

2:30 p.m. - 3:30 p.m. 

SCHEDULE

ACTIVITY ACI I V] TY EAnLIY EARLY Fy~rj 

10 DESCRIPTION HTYP START FINISH RESP S 0C I NOV I Rc I JI A:KA 

IA1701 - RMHI DISPOSAL ES&H 

* 

OPERATIONS (ROUTINES) (Ol I 

=Ju l 

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------ ---------- 

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lF95-LVL4SHDL 

Pro)~~ ~~~~ sbL2A9 

-'I 

Id Pr_____eMS _____ffi__.________ ___i______OPERATIONS_ (_____________________ 

*A 

NDKM1 

*r). 

-~lhM

ACTIVITY ACTIITY EARLY EAJILY IFY95 

in DESCRIPTION 14T YP STARI F[NISH RESP 1) C Q QiJ1I E A P M U 

T-34 START-UP ACTIVITIES 084) 

V10 - RZ EUS DSOA ~ tJSl LIU KW M41IiC1 WV MM A1 

VI1014 

INFLENKIT OprAltq 

IF UE VR L W- eFT394 gulj 

momb3 FELWIE Co,'PE-FD flEADII(S6CIJAIoS1 2-guW9 51? %m______________ 

OTHER 

kvgt Asv llilt 3m IS4A 05CFgr 

102 W KAW MUllPWIT _MPaWa1 Itj 3aC144 *9.Cs? WrG '_______ 

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3E9 PRTOS IA ACEE

Attachment 6 





March 29, 1995 

2:30 p.m. - 3:30 p.m. 

STATUS OF PUMP AND TREAT

WIE-20 

41500- 

W15-19LWM- 

W15 23 

is 

40500 - 

EXt-2 

WlI1 

LLW IA r 

Wi~ 

-24Shallow 

39500 V 16-18 De 

39500 Mi - 

41 W18-3 De 

lni-I W1(-26 0 

38500- Wi 27 

W18-5 Pearche( 

40 0 

t 8.2 Non-RCI 

WIB23 W18-24 0 

BI Well 

W~~WI W-29 

V, WIB-32 

37500-, 1 - . 1____________ 

78250 77250 76250

200-ZP-1 Water Level Monitoring 

2- March 1995 

W18-1 - W18-24 -- -- Baro 

---- -- -- ---- ----- - - - ---- - ---- -- ~---------- - ------ --- --- 

0)I 

CaI 

(D 

4- 

01Ma 06Mr1 Mr 6Mr2I 

'~ Date

Distribution: 

L. D. Arnold WHC B2-35 

B. M. Barnes WH-C T3-04 

R. C. Bowman WHC H6-24 

B. J. Broomfield WHC T3-04 

S. E. Campbell WHC T4-05 

R. M. Carosino RL A4-52 

C. E. Clark RL A5-15 

R. E. Cordts Ecology Lacey 

A. K. Crowell RL S7-55 

G. D. Cummins WHC H6-24 

D. L. Duncan EPA HW-106 

D. Dunning ODOE 

M. S. French RL S7-55 

R. J. Giroir WHC T4-05 

R. F. Guercia RL S7-55 

P. L. Hapke WHC T4-05 

N. Hepner Ecology B5-18 

G. D. Hendricks GSSC B1-42 

M. N. Jaraysi Ecology B5-18 

G. H. Landeen WHC H6-23 

S. Leja Ecology B5-18 

0. R. Lucas WHC G3-15 

P. J. Mackey WHC B3-15 

R. 0. Pierce WHC T3-04 

D. B. Powell WHC T4-03 

D. A. Pratt WHC T4-03 

S. M. Price WHC H6-23 

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, Mail 

Stop HW-074 

Please send comments on distribution list to K. E. Knox, WHC (H6-23), 

(509) 372-3596

- fCL -UU:~ 4%416 < 





April 27, 1995 

9:00 a.mi. - 10:00 a.m. 

The undersigned indicate by their signatures that these meeting 

minutes reflect the actual occurrences of the above dated Unit 

Manage s' Meeting. 

Date:_________ 

Not Present 

Date:__________ 

Daniel L. Duncan, RCRA Program Manager, EPA Region-10 

2Date: 9 iOtI 9( 

Ro ert E. Cardts, Unit Manager, Washington State D-epartment of Ecology 

Low-Level Burial Grounds, WHC Concurrence 

Date: 

Rfc d D.' Pierce, Contractv Representative, WHC 

(Represented by Brett M. Barnes, WHC) 

Purpose: Discuss Permitting Process 

Meeting Minutes are attached. The minutes are comprised of the following: 

Attachment 1 - Agenda 

Attachment 2 - Summary of Discussion and Commitments/Agreements 

Attachment 3 - Attendance List 

Attachment 4 - Action Items 

Attachment 5 - Status of Pump and Treat 17 

10 

10 

LeO

Attachment 1 


Unit Managers Meeting (Videoconference) 


2704HV Building, Room 213 


Lacey, Washington 

April 27, 1995 

9:00 a.m. - 10:00 a.m. 

AGENDA 


a 

March 29, 1995 Meeting Minutes 


* Status of Mixed Waste Trench Readiness 

-Performance 

Assessments 



0 Discussion of 4-9-93 NOD Response Table 


* Status of Pump and Treat (R. Mercer) 


-10-27-93:1 Pump and Treat Status 




* Proposed Topics



Attachment 2 




Ri chland, Washington 

April 27, 1995 

9:00 a.m. - 10:00 a.m. 

Summary of Discussion, and Commitments/Agreements 

The March 29, 1995 Unit Manager Meeting minutes were approved by 

Mr. D. Duncan (EPA), and he conferred signature approval per 

telecon to Ms. G. Cummins (WHC). Ecology is reviewing the 

minutes. 

Status of Mixed Waste Trench Readiness 

Ms. Crowell stated that RL/WHC are still working on the interim 

safety basis for Trench 31. A comment resolution meeting is 

scheduled to follow today's LLBG Unit Managers Meeting. The 

safety evaluation report remains to be written, and any changes to 

the waste acceptance criteria will have to be made. 

Ms. Crowell stated that after RL completes a review of the 9090 

Test results, a copy will be sent to Ecology and EPA. 

Performance Assessments 

Ms. A. Crowell (DOE-RL) reported that the 200 West performance 

assessment (PA) was approved by the DOE-Headquarters peer review 

panel. The panel forwarded its recommendations to Headquarters, 

and a meeting was held last week to discuss the PA. 



Ms. Cummins stated that the Notice of Intent (NOI) to allow for 

greater than 90-day tank storage at the mixed waste trenches will 

be transmitted to Ecology in May 1995. The Part B permit 

application is in revision. The engineer performance plan was 

transmitted to Ecology March 28, 1995. 

Discussion of 4-9-93 NOD Response Table 

Ms. Cummins stated that RL/WHC are reviewing the draft issue paper 

that Ecology provided at the last Unit Managers Meeting.


Mr. B. Cordts (Ecology) stated that he would formally transmit the 

issue paper to RL/WHC. 

Status of Pump and Treat 

Mr. R. Mercer (WHC) provided an update on the pump and treat 

operation (Attachment 5). The treatability test is continuing. 

Drilling bf the injection well has been completed. The well is 

292 feet, with groundwater at approximately 232 feet. The 

injection well has 80 feet of stainless steel screen in it, and 

the casing above the screen is carbon steel. Drilling of the 

first extraction well is scheduled for the first week of May 1995. 

Ms. Cummins raised the issue regarding the possibility of CERCLA 

activity compromising the RCRA monitoring network. Mr. Mercer 

stated that Bechtel has been modeling potential effects from 

CERCLA activity, and their report should be available by 

July 1995. Mr. Mercer added that WHC is drafting a position paper 

on the issue. 


Action item 10-27-93:1, schedule a technical issues meeting for 

RCRA/CERCLA integration and discussion of pump and treat 

evaluations. 

WHC is continuing to provide pump and treat information to 

Ecology. This action item was left open. 


There were no new action items generated during the meeting. 



The next Unit Managers Meeting was scheduled for videoconference 

on May 23, 1995. 

* Proposed Topics 

There were no new proposed topics for discussion.

Attachment 3 

LOW LEVEL BURIAL GROUNDS 




April 27, 1995 

9:00 a.m. - 10:00 a.m. 

Attendance List 

A stenographer is present to take detailed notes on the proceedings of this 

meeting. These notes will be used for the sole purpose of preparing unit 

manager meeting minutes. After these unit manager meeting minutes are 

finalized, the detailed notes will be discarded. If any attendee has 

objections with this approach, they should voice these objections at this 

time. 

Name Organization Phone # 

____________6 $vAky__\ 3 Z__4(o4 _ 

':f -A-S -5 6/-b6Yu 

-'-'C e 

~ Cl'a ev.e 7 

CVI r-l:(.Oj &t W6 /6/-P 

7 

- 3OL3 

7.3 -7 6- HT, -rz 

,-~27-4 L4 __ _ __ S79' _ 

oy6 AfSz ________________-7_-142

40 

Action Item 

Description 

Attachment 4 





April 27, 1995 

9:00 a.m. - 10:00 a.mn. 

Action Items 

10-27-93:1 Schedule a technical issues meeting for RCRA/CERCLA 

integration and discussion of pump and treat evaluations. 

OPEN 

09-01-94:1 RL/WHC will provide the Yakama Indian Nation a copy of all 

the notice of deficiencies (NODs), including a description 

of the NODs that have been resolved and the NODs that remain 

open. 


CLOSED 

10-18-94:1 RL will provide Ecology (Mr. R. Cordts) a preview of the 

engineering change notices (ECNs) on Trench 31 and 34. 


CLOSED

Attachment 5 





April 27, 1995 

9:00 a.m. - 10:00 a.m. 

STATUS OF PUMP AND TREAT

2- 

200-ZP-1 Water Level Monitoring 

April 1995 

-W1 8-1 -W1 8-24-- Baro 

2J \ 

03 

\A 14 " 

4- 

01-Apr 06-Apr 11 -Apr 16-Apr 21 -Apr 

Date

Distribution: 

L. D. Arnold WHC B2-35 

B. M. Barnes WHC 173-04 

R. C. Bowman WHC H6-24 

B. J. Broomfield WHC T3-04 

S. E. Campbell WHC T4-05 

R. M. Carosino RL A4-52 

C. E. Clark RL A5-15 

R. E. Cordts Ecology Lacey 

A. K. Crowell RL S7-55 

G. D. Cummins WHC H6-24 

D. L. Duncan EPA HW-106 

D. Dunning ODOE 

M. S. French RL S7-55 

R. J. Giroir WHC T4-05 

R. F. Guercia RL S7-55 

P. L. Hapke WHC T4-05 

N. Hepner Ecology B5-18 

G. D. Hendricks GSSC BI-42 

M. N. Jaraysi Ecology B5-18 

G. H. Landeen WHC H6-23 

S. Leja Ecology B5-18 

D. R. Lucas WHC G3-15 

P. J. Mackey WHC B3-15 

R. D. Pierce WHC T3-04 

D. B. Powell WHC T4-03 

D. A. Pratt WHC T4-03 

S. M. Price WHC H6-23 

L. T. St. Georges WHO H6-20 

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, Mail 

Stop HW-074 

Please send comments on distribution list to K. E. Knox, WHO (H6-23), 

(509) 372-3596

ENGINEERING CHANGE NOTICE .......................... 

Pae. I of 2.~ Proj. 

2. ECR Category 3. originator's Name, Organization, NS!N, 3a. USO Required? 4. Date 

(mark one) 

and Telephone No. 

Dirpet evinta Brett M. Barnes, 87600, T3-04, []Yes [X] No April 27, 1995 

Change ECN al 376-3640 ___________ 

Temporary 1 

standby E3 5. Project Title/No./Work Order No. 6. Stdg./Sys./Fac. No. 7. Approval Designator 

Supersedure 13 W-025 and W-025A Landfills 218-W4-5 

Cancel/Void E)/ 4y3 / 

8. Documnent Numbers Changed by this ECN 9. Related ECN No(s). 10. Related PO No. 

(includes sheet no. and rev.) 

____________ WHC-SD-W025-AP-001, Rev 1 N/A N/A 

11a. Modification Work 11b. Work Package 11c. Modification Work Complete lid. Restored to Original Conidi- 

No. 

tion (Temp. or Standby ECN only) 

[]Yes (fill out G1k. N/A N/A N/A 

11ib) 

[X] No (NA Blks. 11b, Cog. Engineer signature & Date Cog. Engineer signature & Date 

11c, lid) _________ _____________ ____ 


This response action plan has been revised to add Trench 34 and any future trenches 

that use the same design as Trench 31. In addition, this response action plan has been 

revised to reflect the fact that both these landfills have been constructed. 

13a. Justification (mark one) 

Criteria Change [] Design Improvement [3 Environmental [X] Facility Deactivation 

As-Found [] Facilitate Const [] Const. Error/omission [3 Design Error/omission [ 

13b. Justification Details 

This response action plan must be submitted to the U.S. Environmental Protection Agency 

and the Washington State Department of Ecology in accordance with of 40 Code of Federal 

Regulations 264.302. 

14. Distribution (include name, MSIN, and no. of copies)N $1biJ'AeXL COPVSj-SLW 

) B M. Barnes, 173-04, 1 D. B. Powell Jr., T4-03, 1 

S. E. Campbell, 14-05, I D. A. Pratt, T74-03, 1 2 

G. D. Cummins, H6-24, I Central Files L8-04, 2 19 

P. L. Flapke, T4-05, I 

R. L. Mangum, T4-03, I 

M Y0219 

A-7900-013-2 (11/94) GEFD95 

A-7900-01 3-1

ENGINEERING CHANGE NOTICE 1. ECN (use no. from pg. 1). 

[Page 2 of 2 619741 

15. Design 16. Cost Impa5ct 17. Schedule Impact (days) 

Verification ENGINEERING CONSTRUCTION 

Required 

I]Yes Additional [] $Additional (] $Improvement ( 

X] No Savings [0) $ Savings [0] $ Delay 10 

18. Change impact Review: Indicate the related documents (other than the engineering documnents identified on Side 1) 

that will be affected by the change described in Block 12. Enter the affected document nuumber in Block 19. 

SO/DO,[ Seismic/Stress Analysis [JTank Calibration Manual [ 

Functional Design Criteria []Stress/Dlesign Report [3Health Physics Procedure [ 

Operating Specification (]Interface Contral Drawing [3Spares Multiple Unit Listing [ 

Criticality Specification [3Calibration Procedure [1Test ProceduresiSpecification [ 

Conceptual Design Report (]Installation Procedure [3Component Index [ 

Equipment Spec. [3Maintenance Procedure [3ASME Coded Item [ 

Const. Spec. [3Engineering Procedure ElHuman Factor Consideration [ 

Procurement Spec. [3Operating Instruction [3Computer Software E 

Vendor Information [IOperating Procedure [3Electric Circusit Schedule [ 

OM Manual [1Operational Safety Requirement [3ICRS Procedure [ 

FSAR/SAR [3IEED Drawing [3Pr ocess Control Manual/Plan [ 

Safety Equipment List [3Cell Arrangement Drawing [3Process Flow Chart [ 

Radiation Work Permit [3Essential Material Specification [3Purchase Requisition E 

Environmental Impact Statement [1Fac. Proc. Samp. Schedule [I ickler File [ 

Environmental Report [3Inspection Plan[3[ 

Environmental Permit [3Inventory Adjustment Request [33 

19. Other Affected Documents: (NOTE: Documents tListed below wiltl, not be revised by this ECN.) Signatures below 

iiidicate that the signing organization has been notified of other affected documents listed below. 

Document Number/Revision Documnent Number/Revision Document Number Revision 

N/A 

20. Approvals 

Signature Date Signature Date 


ARCHI TECT-ENGINEER 

Cog. Eng. 1~A~4c ~~ A,~/I/$ P, 

Cog. Mgr. 57/_____ GA 

QA 

Safety 

Environ..,' 

Safety 

Design 

Environ. 

Other. &I l 9:5 Other 


Signature or a Control numnber that 

tracks the Approval Signature 

ADDITIONAL 

A-7900-013-3 (11/94) GEF096

RELEASE AUTHORIZATION 

Document Number: WHC-SD-W025-AP-OO1, Rev. 2 

RESPONSE ACTION PLAN FOR THE HANFORD FACILITY LOW- 

Document Title: LEVEL BURIAL GROUND, TRENCHES 31 AND 34 OF THE 218- 

W-5 BURIAL GROUND 

Release Date: 5/2/95 

This document was reviewed following the 

procedures described in WHC-CM-3-4 and is: 

APPROVED FOR PUBLIC RELEASE 

WHC Information Release Administration Specialist: 

C. Willingham 5/2/95 

TRADEMARK DISCLAIMER. Reference herein to any specific commercial product, process, or service by trade 

nae, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, 

recommendation, or favoring by the United States Government or any agency thereof or its contractors, or, 

subcontractors. 

This report has been reproduced from the best available copy. Available in paper copy and microfiche. 

Printed In the United States of America. Available to the U.S. Department of Energy and Its contractors 

from: 

U.S. Department of Energy 

office of Scientific and Technical information COST!) 

P.O. Box 62 

Oak Ridge, TM 37831 

Telephone: (615) 576-8401 

Available to the pub~lic from: 

U.S. Department of Commerce 

National Technical information Service (NTIS) 

5285 Port Royal Road 

Springfield, VA 22161 

Telephone* (703) 487-4650 

A-6001-400.2 (09194) WEF256

SUPPORTING DOCUMENT 

i.71 Total Pages 

2. Titlte 3. Numb'er 4. Rev No. 

Response Action Plan for the Hanford Facility WHC-D-W025-AP-001 2. 

Low-Level Burial Grounds, Trenches 31 and 34 of 

the 218-W-5 Burial Ground 

5. Key Words 6. Author 

W-025, W-025A, Trench 31, Trench 34, RCRA, Name: B. M. Barnes 

WAC 173-303, Landfills, Action~eakage Rate, 

Response, 40 Code of Federal Regulations 

_______________ 

1Organization/Charge Code 87600/A7A48 

7. Abstract 

This response action plan has been prepared for the Projects W-025 and W-025A (Low- 

Level Burial Grounds Mixed Waste Disposal Trench 31 and 34 respectively). Trench 31 

and 34 are located in the northwestern portion of the 200 West Area in Burial Ground 

218-W.-5 of the Hanford Site. Trench 31 and 34 are a Resource Conservation and 

Recovery Act/Washington Administrative Code 173-303 Dangerous Waste Regulations 

compliant landfills. Trench 31 and 34 are nearly identical in design to one 

another. A response action plan is required by the U.S. Environmental Protection 

Agency and by extension to the Washington State Department of Ecology for all 

hazardous/dangerous waste landfills. The response action plan is a site-specific 

document that establishes actions to be taken if leakage through the upper (primary) 

liner exceeds a certain rate, referred to as the action leakage rate. 

8RELEASE STAMP 

flop 

MAYj~" 

%~c

(1C) Documhent Mu~ter 

RECORD OF REVISION WHC-SD-W025-AP- Page1 

S001 

(2) Title 

Response Action Plan Project W-025 Landfill, Hanford Site, Washington 

CHARGE CONTROL RECORD___________ 

__________ 

(3) Revision (4) Description of Chan.-ge - Replace, Add, and Delete Pages Authorized for Retease 

____________________________________________(5) -Cog. Emqr. (6) Cos. Mgr. Date 

0 (7) Initial Release per EDT 161048 G. C. Evan R C.-Bowman 

1 RS9 Remove duplicate pages per ECN 190326 ' C. ' 

2 RS Incorporated Trench 34 per ECN 619741 Anes R 

A-7320-005 (08/91) 

WEF168

WHC-SD-W025-AP-001, Rev. 2 

RESPONSE ACTION PLAN 

FOR THE HANFORD FACILITY 

LOW-LEVEL BURIAL GROUNDS, 

TRENCHES 31 AND 34 OF THE 218-W-5 BURIAL GROUND 

APRIL 1995


1 SUMMARY 

2 

3 

4 This response action plan is for Trench 31 and Trench 34 of the 

5 218-W-5 Burial Ground, which are located in the 200 West Area of the Hanford 

6 Facility. Trenches 31 and 34 are Resource Conservation and Recovery 

7 Act/Washington Administrative Code 173-303 Dangerous Waste Regulations- 

8 compliant landfills. Trenches 31 and 34 are nearly identical in design. 

9 

10 A response action plan is required by the U.S. Environmental Protection 

11 Agency and, by extension, to the Washington State Department of Ecology for 

12 all hazardous/dangerous waste landfills. The response action plan is a 

13 site-specific document that establishes actions to be taken if leakage through 

14 the upper (primary) liner exceeds a certain rate, referred to as the action 

15 leakage rate. 

16 

17 The action leakage rate for Trenches 31 and 34 is 2,150 liters per 

18 hectare per day. 

19 

20 Revision 1 of the Response Action Plan was submitted to the 

21 U.S. Environmental Protection Agency and the Washington State Department of 

22 Ecology on April 7, 1993, as required by Notice of Deficiency Number 160 for 

23 the "Low-Level Burial Grounds Dangerous Waste Permit Application" 

24 (DOE/RL-88-20, Revision 0). 

25 

26 This revised response action plan, Revision 2, adds Trench 34 and any 

27 future trenches that use the same design as Trench 31. In addition, this 

28 response action plan has been revised to reflect that both these landfills 

29 (Trench 31 and Trench 34) have been constructed. If a new landfill design is 

30 used, a new response action plan will be developed to satisfy the requirements 

31 of 40 Code of Federal Regulations 264.302. 

32 

950424.1429ii


1 CONTENTS 

2 

3 

4 

5 SUMMARY. .. ..... ............. ..... .. .. .. .. .. .. 

6 

7 METRIC CONVERSION CHART. .. .... ....... ....... . ... ... v 

8 

9 1.0 INTRODUCTION .. .. ...... ........ ....... ...... 

10 

11 2.0 ACTION LEAKAGE RATE. .. ....... ....... ......... 2 

12 

13 3.0 RESPONSE ACTIONS .. .. ....... ....... ....... ... 4 

14 

15 4.0 REFERENCES. .. ..... ....... ....... ......... 6 

16 

17 

18 

19 APPENDIX 

20 

21 

22 A ACTION LEAKAGE RATE CALCULATIONS. .. ..... ....... .. APP A-1 

23 

24 

25 

26 FIGURES 

27 

28 

29 1. 200 West Area - Low-Level Burial Grounds (Trenches 31 and 34 

30 are located in the 218-W4-5 Burial Ground) .. ... ....... ... 

31 

F-i 

2. Typical Trench Floor Plan .. ..................................... 

32 F-2 

3. Sideslope Liner Detail and Base Liner Detail. ... ..........F-3 

33 

34 

950424.1516 ilv


1 METRIC CONVERSION CHART 

2 

3 

4 The following conversion chart is provided to the reader as a tool to aid 

5 in conversion. 

6 Into metric units Out of metric units 

7 

fyukn uty b by 1 To get If you know Multiply Toge 

_ 

byge 

9 _______ Length _______________ 

Length 

10 inches 25.40 mill-1imeters -millimeters 0.0393 1inches 

11 inches 2.54 - centimeters centimeters 0.393 inches 

12 feet 0.3048 meters meters -3.2808 feet 

13 yards 0.914 meters meters 1.09 Yards 

14 miles -- 1.609 1 kilometers kilometers 0.62 miles 

15 Area _______Area 

16 square 6.4516 square square 0.155 square 

17 inches ______centimeters 

centimeters inches 

18 square feet 0.092 square square 10.7639 square 

________meters 

meters feet 

19 square 0.836 square square 1.20 square 

20 yards ______meters 

meters _______yards 

21 squ a re 2.59 square square 0.39 square 

22 miles ______kilometers 

kilometers ______miles 

23 square 259 hectares hectares 0.00391 - square 

24 miles _____ _____________ 

25 acres 0.404 hectares h e c t a res- 

__ ____miles 

2.471 acres 

26 Mass (weight) Mass (weight) 

27 ounces ]28.35 grams grams 0.0352 ounces 

28 pounds j0.453 kilograms kilograms 2.2046 pounds 

29 short ton 0.907 metric ton metric ton 1.10 short ton 

30 Volume __ ____Volume 

31 fl u id 29.57 millliters milliliters 0.03 fluid 

32 ounces 

_______ ________ounces 

33 quarts 0.95 liters liters 1.057 quarts 

34 gallons 3.79 li1t-ers i ters-- 0.26 - gallons 

35 cubic feet 0.03 cubic cubic 35.3147 cubic feet 

________meters 

meters 

36 cubic yards 0.76 cubic cubic 1.308 cubic 

_______meters. meters ______yards 

37 Temperature _______ 

emperature ______ 

38 Fahrenheit subtract Celsius Celsius multiply Fahrenheit 

32 then by 

byulfthsl 

9thad 

mul5tl 

9thsad 

____ ___ ___ __ ____ ___ __ ___ ___ ___ 32 

39 

40 Source: Engineering Unit Conversions, M. R. Lindeburg, PE., Second Ed., 

41 1990, Professional Publications, Inc., Belmont, California. 

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