ARMY UFGS-02 56 13-2010 WASTE CONTAINMENT GEOMEMBRANE《废弃物封存土工膜》.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-02 56 13 (February 2010)-Preparing Activity: USACE SupersedingUGGS-02 56 13 (October 2007)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION TABLE OF CONTENTSDIVISION 02 - EXISTING CONDITIONSSECTION 02 56 13WASTE

2、 CONTAINMENT GEOMEMBRANE02/10PART 1 GENERAL1.1 MEASUREMENT AND PAYMENT1.2 REFERENCES1.3 SUBMITTAL REQUIREMENTS1.4 SUBMITTALS1.5 QUALIFICATIONS1.5.1 Manufacturer1.5.2 Fabricator1.5.3 Installer1.5.4 QC Inspector1.5.5 QC Laboratory1.6 DELIVERY, STORAGE AND HANDLING1.6.1 Delivery1.6.2 Storage1.6.3 Handl

3、ing1.7 AMBIENT CONDITIONSPART 2 PRODUCTS2.1 MATERIALS2.1.1 Raw Materials2.1.2 Sheet Materials2.1.3 Factory Seams2.2 TESTS, INSPECTIONS, AND VERIFICATIONS2.2.1 Interface Friction Testing2.2.2 Manufacturing, Sampling, and Testing2.2.2.1 Raw Materials2.2.2.2 Sheet Material2.3 EQUIPMENTPART 3 EXECUTION3

4、.1 PREPARATION3.1.1 Surface Preparation3.1.2 Anchor TrenchesSECTION 02 56 13 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.2 GEOMEMBRANE DEPLOYMENT3.3 FIELD SEAMING3.3.1 Trial Seams3.3.2 Field Seams3.3.2.1 Polyethylene Seams3.3.2.2 Non-Poly

5、ethylene Seams3.4 SAMPLES3.5 TESTS3.5.1 Non-Destructive Field Seam Continuity Testing3.5.2 Destructive Field Seam Testing3.6 DEFECTS AND REPAIRS3.6.1 Destructive Seam Test Repairs3.6.2 Patches3.7 VISUAL INSPECTION AND EVALUATION3.8 PENETRATIONS3.9 PROTECTION AND BACKFILLING- End of Section Table of

6、Contents -SECTION 02 56 13 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-02 56 13 (February 2010)-Preparing Activity: USACE SupersedingUGGS-02 56 13 (October 2007)UNIFIED FACILITIES GUIDE SPECIFICATIONSRef

7、erences are in agreement with UMRL dated April 2010*SECTION 02 56 13WASTE CONTAINMENT GEOMEMBRANE02/10*NOTE: This guide specification covers the requirements for geomembrane barrier for waste containment applications.Edit this guide specification for project specific requirements by adding, deleting

8、, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information.Remove information and requirements not required in respective project, whether or not brackets are present.Comments and suggestions on this guide specification are welcome and should be directed to

9、 the technical proponent of the specification. A listing of technical proponents, including their organization designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTE: Typical materials used in was

10、te containment applications include linear low density polyethylene (LLDPE), high density polyethylene (HDPE), polyvinyl chloride (PVC), or polypropylene (PP). These materials are produced with both smooth and textured surfaces. The need for a textured versus a non textured material will be based on

11、 cover stability analyses. The drawings must clearly indicate the limits of placement for textured and non textured geomembranes.*SECTION 02 56 13 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.1 MEASUREMENT AND PAYMENT*NOTE: Delete this par

12、agraph when lump sum bidding is used.*Measurement shall be made of the total surface area in square meters feet covered by geomembrane. Final quantities will be based on as-built conditions. Allowance will be made for geomembrane in anchor and drainage trenches; however, no allowance will be made fo

13、r waste, overlap, repairs, or materials used for the convenience of the Contractor. Geomembrane installed and accepted by the Contracting Officer will be paid for at the respective contract unit price in the bidding schedule.1.2 REFERENCES*NOTE: This paragraph is used to list the publications cited

14、in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to

15、automatically place the reference in the Reference Article. Also use the Reference Wizards Check Reference feature to update the issue dates.References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the pub

16、lish print process.*The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.ASTM INTERNATIONAL (ASTM)ASTM D 1004 (2009) Initial Tear Resistance of Plastic Film and SheetingASTM D 1203 (19

17、94; R 2003) Volatile Loss from Plastics Using Activated Carbon MethodsASTM D 1204 (2008) Linear Dimensional Changes of Nonrigid Thermoplastic Sheeting or Film at Elevated TemperatureASTM D 1505 (2003) Density of Plastics by the Density-Gradient TechniqueASTM D 1593 (1999) Standard Specification for

18、Non-rigid Vinyl Chloride Plastic Film and SECTION 02 56 13 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-SheetingASTM D 1603 (2006) Carbon Black Content in Olefin PlasticsASTM D 1790 (2008) Brittleness Temperature of Plastic Sheeting by Impac

19、tASTM D 3895 (2007) Oxidative-Induction Time of Polyolefins by Differential Scanning CalorimetryASTM D 4218 (1996; R 2008) Determination of Carbon Black Content in Polyethylene Compounds by the Muffle-Furnace TechniqueASTM D 4833 (2007) Index Puncture Resistance of Geotextiles, Geomembranes, and Rel

20、ated ProductsASTM D 5199 (2001; R 2006) Measuring Nominal Thickness of GeosyntheticsASTM D 5321 (2008) Determining the Coefficient of Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by the Direct Shear MethodASTM D 5397 (2007) Evaluation of Stress Crack Resistance of Polyolefin Geome

21、mbranes Using Notched Constant Tensile Load TestASTM D 5596 (2003; R 2009) Microscopic Evaluation of the Dispersion of Carbon Black in Polyolefin GeosyntheticsASTM D 5721 (2008) Air-Oven Aging of Polyolefin GeomembranesASTM D 5885 (2006) Oxidative Induction Time of Polyolefin Geosynthetics by High-P

22、ressure Differential Scanning CalorimetryASTM D 5994 (1998; R 2003) Measuring Core Thickness of Textured GeomembraneASTM D 638 (2008) Standard Test Method for Tensile Properties of PlasticsASTM D 6392 (2008) Determining the Integrity of Nonreinforced Geomembrane Seams Produced Using Thermo-Fusion Me

23、thodsASTM D 6497 (2002) Mechanical Attachment of Geomembrane to Penetrations or StructuresASTM D 751 (2006) Coated FabricsASTM D 792 (2008) Density and Specific Gravity SECTION 02 56 13 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-(Relative

24、Density) of Plastics by DisplacementASTM D 814 (1995; R 2005) Rubber Property - Vapor Transmission of Volatile LiquidsASTM D 882 (2009) Tensile Properties of Thin Plastic SheetingGEOSYNTHETIC INSTITUTE (GSI)GSI GRI GM11 (1997) Accelerated Weathering of Geomembranes Using a Fluorescent UVA DeviceGSI

25、GRI GM12 (1998) Asperity Measurement of Textured Geomembranes Using a Depth GaugeGSI GRI GM7 (1995) Accelerated Curing of Geomembrane Test Strip Seams Made by Chemical Fusion MethodsGSI GRI GM9 (1995) Cold Weather Seaming of Geomembranes1.3 SUBMITTAL REQUIREMENTSSubmit manufacturers, and fabricators

26、 qualification statements, including resumes of key personnel involved in the project, a minimum of 7 _ days prior to geomembrane shipment. Also submit installers, QC inspectors, and QC laboratorys qualification statements including resumes of key personnel involved in the project a minimum of 7 _ d

27、ays prior to geomembrane placement. The submittal from the QC laboratory shall include verification that the laboratory is accredited via the Geosynthetic Accreditation Institutes Laboratory Accreditation Program (GAI-LAP) for the tests the QC laboratory will be required to perform. The following sh

28、all also be submitted:a. Final as-built drawings of the geomembrane installation shall be prepared. These drawings shall include panel numbers, seam numbers, location of repairs, destructive seam samples, and penetrations. Furnish geomembrane panel layout and penetration detail drawings, a minimum o

29、f 7 _ days prior to geomembrane placement.b. Manufacturers and fabricators QC manuals, a minimum of 7 _ days prior to geomembrane shipment. Installers QC manual, a minimum of 7 _ days prior to geomembrane placement.c. Geomembrane QA and QC samples.d. Manufacturers certified raw and sheet material te

30、st reports and a copy of the QC certificates, a minimum of 7 _ days prior to shipment of geomembrane to the site.e. Certification from the QC inspector and installer of the acceptability of the surface on which the geomembrane is to be placed, immediately prior to geomembrane placement.f. QC inspect

31、or certified test results on all field seams. Installer and certified QC laboratory test results on all destructively tested field seams. QC inspector certified test results on all repaired SECTION 02 56 13 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license fr

32、om IHS-,-,-seams. Certified QC test results.g. Certified laboratory interface friction test results including description of equipment and test method, a minimum of 7 _ days prior to geomembrane shipment.1.4 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL

33、 PROCEDURES and edit the following list to reflect only the submittals required for the project. Submittals should be kept to the minimum required for adequate quality control.A “G” following a submittal item indicates that the submittal requires Government approval. Some submittals are already mark

34、ed with a “G”. Only delete an existing “G” if the submittal item is not complex and can be reviewed through the Contractors Quality Control system. Only add a “G” if the submittal is sufficiently important or complex in context of the project.For submittals requiring Government approval on Army proj

35、ects, a code of up to three characters within the submittal tags may be used following the “G“ designation to indicate the approving authority. Codes for Army projects using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other

36、 organization in the District Office); “AO“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following the “G“ typically are not used for Navy, Air Force, and NASA projects.Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracke

37、ted item for Army projects.*Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Quality Control approval. information only. When used, a designation following the “G“ designation identifies the office that will review the

38、submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsPenetrations; G; G, _As-Built Drawings; G; G, _SD-03 Product DataTests, Inspections, and Verifications; G; G, _Field Seaming; G; G, _Qualifications; G; G, _SECTI

39、ON 02 56 13 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-SD-04 SamplesSamplesSD-06 Test ReportsMaterials; G; G, _Surface Preparation; G; G, _Non-Destructive Field Seam Continuity Testing; G; G, _Destructive Field Seam Testing; G; G, _Destruc

40、tive Seam Test Repairs; G; G, _Interface Friction Testing; G; G, _Tests; G; G, _SD-07 CertificatesSamplesMaterials; G; G, _Surface Preparation; G; G, _Destructive Field Seam Testing; G; G, _Destructive Seam Test Repairs; G; G, _Interface Friction Testing; G; G, _Tests; G; G, _1.5 QUALIFICATIONS1.5.1

41、 ManufacturerManufacturer shall have produced the proposed geomembrane sheets for at least 5 completed projects having a total minimum area of 930,000 _ square meters 10 _ million square feet.1.5.2 FabricatorThe fabricator is responsible for seaming geomembrane sheets into panels. Fabricator shall h

42、ave fabricated the proposed geomembrane panels for at least 5 completed projects having a total minimum area of 186,000 _ square meters 2 _ million square feet.1.5.3 InstallerThe installer is responsible for field handling, deploying, seaming, anchoring, and field Quality Control (QC) testing of the

43、 geomembrane. The installer shall have installed the proposed geomembrane material for at least 5 completed projects having a total minimum area of 186,000 _ square meters 2 _ million square feet. At least one seamer shall have experience seaming a minimum of 46,500 _ square meters 500,000 _ square

44、feet of the proposed geomembrane using the same type of seaming equipment and geomembrane thickness specified for this project.1.5.4 QC Inspector*NOTE: A separate third party quality assurance (QA) contract should be considered based on the qualifications of the Government QA personnel, the size and importance of the project, and impac