Terracon Consultants, Inc. December · PDF fileNABORS Class 1 Landfill Area 1-3, Cell 2...

25809 Interstate 30 South

Bryant, AR 72022 Phone 501-847-9292

Fax 501-847-9210

LETTER OF TRANSMITTAL TO: Mr. Bryan Leamons, P.E. FROM: David McCormick

Engineering Supervisor ADEQ Solid Waste Mgmt. Division

DATE: December 2, 2008

5301 Northshore Drive North Little Rock, AR 72118

JOB NO: 35087025

CC:

JOB TITLE: NABORS Area 1-3, Cell 2

Construction Quality Assurance Certification Report

We are sending you the following items: ___ originals ____specifications _X reproductions ____samples ___ copy of letter other __CD_ _________ Copies Description Date 2 CD contains a pdf copy of the CQA Certification Report Dec 2008 These are transmitted: ___for your approval as requested for review and comment ___after loan to us X for your records other________________________________ Remarks: Terracon Consultants, Inc. December 2008

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008

TABLE OF CONTENTS PROFESSIONAL ENGINEER’S CERTIFICATION....................................................................... i 1.0 INTRODUCTION ..................................................................................................................1

1.1 General.........................................................................................................................2 1.2 Site Description...........................................................................................................2 1.3 Project Description .....................................................................................................2 1.4 Key Personnel .............................................................................................................3

2.0 SUBGRADE PREPARATION ..............................................................................................4 2.1 Project Specifications ................................................................................................4 2.2 Construction Procedures...........................................................................................4 2.3 Subgrade Testing........................................................................................................4

3.0 CLAY LINER SYSTEM INSTALLATION .............................................................................5 3.1 Project Specifications ................................................................................................5 3.2 Construction Procedures...........................................................................................5 3.3 Pre-Construction Testing of Clay Liner Material .....................................................5 3.4 Construction Testing of Compacted Clay Liner Material ........................................5

4.0 GEOSYNTHETIC LINER INSTALLATION...........................................................................7 4.1 Manufacturer’s Quality Control Certificates.............................................................7 4.2 Material Conformance Testing ..................................................................................7 4.3 Deployment of Geosynthetics ...................................................................................7 4.4 Geomembrane Trial Seam Monitoring ......................................................................8 4.5 Geomembrane Seam Monitoring...............................................................................8 4.6 Non-Destructive Seam Testing and Repair Monitoring...........................................8 4.7 Destructive Seam Strength Testing ..........................................................................8

5.0 LEACHATE COLLECTION SYSTEM AND PROTECTIVE COVER....................................9 5.1 Leachate Collection Pipe ...........................................................................................9 5.2 Leachate Pump System..............................................................................................9 5.3 Protective Cover Soil..................................................................................................9

6.0 ADEQ CERTIFICATION REPORT REQUIREMENTS.......................................................10 6.1 Regulation 22.428 (i)-Certification Report ..............................................................10

TABLE LIST

TABLE 1 Permeability Results Summary

FIGURE LIST FIGURE 1 Facility Location Map FIGURE 2 Site Layout Map

DRAWING LIST

DRAWING 1 Subgrade Density/Moisture Test Locations

ii

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008 DRAWING 2 Clay Density/Moisture and Permeability Test Locations Lift 1 DRAWING 3 Clay Density/Moisture and Permeability Test Locations Lift 2 DRAWING 4 Clay Density/Moisture and Permeability Test Locations Lift 3 DRAWING 5 Clay Density/Moisture and Permeability Test Locations Lift 4 DRAWING 6 GCL Panel Layout DRAWING 7 60 mill Textured HDPE Panel Layout

APPENDIX LIST

APPENDIX A As-built Drawings APPENDIX B Subgrade Materials

Section 1 Pre-Construction Testing Section 2 Field Density/Moisture Test Results

APPENDIX C Compacted Clay Liner Materials Section 1 Pre-Construction Testing Section 2 Field Density/Moisture Test Results Section 3 Permeability Test Results

APPENDIX D Geosynthetic Clay Liner (GCL) Material Section 1 Inventory Section 2 Manufacturer’s QC Certificates Section 3 Conformance Test Results

APPENDIX E Geomembrane Material Section 1 Inventory Section 2 Manufacturer’s QC Certificates Section 3 Conformance Test Results

APPENDIX F Geocomposite Material Section 1 Inventory Section 2 Manufacturer’s QC Certificates Section 3 Conformance Test Results

APPENDIX G Geomembrane Subgrade Acceptance Certificates APPENDIX H Geosynthetics Daily Deployment Logs APPENDIX I Geosynthetics Installer’s Equipment Calibration Certificate APPENDIX J Geomembrane Trial Seam Logs APPENDIX K Geomembrane Seaming Logs APPENDIX L Geomembrane Repair and Non-destructive Test Logs APPENDIX M Geosynthetics Seam Destructive Test Results APPENDIX N Collection System Test Results APPENDIX O Photographic Log APPENDIX P Resumes of Installers APPENDIX Q Daily Field Logs APPENDIX R Clarification Drawing

iii

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008 1.0 INTRODUCTION NABORS contracted with Terracon Consulting, Inc. (Terracon) to provide Construction Quality Assurance (CQA) services for the construction of the bottom liner system, leachate collection system, and related work associated with the Area 1-3, Cell 2 at their Class 1 Landfill located near Mountain Home, Arkansas. FIGURE 1 illustrates the geographic location of the facility.

FIGURE 1 FACILITY LOCATION MAP

NABORS Landfill

The following document summarizes the construction of the subgrade, bottom liner system and the leachate collection system. Correspondence, details, quality control test results, and certification associated with the construction are also provided. This document in conjunction with the project as-built drawing is intended to satisfy the requirements of Arkansas Regulation 22, Section 22.428.

1

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008 1.1 General The construction of the subgrade, bottom liner system, and leachate collection system for the Area 1-3, Cell 2 was conducted in accordance with the following documents:

1. Construction Drawings for the NABORS Landfill, Area 1-3, Cell 2, by Terracon Consultants, Inc., dated May 2008

2. Construction Bid and Contract Documents for the NABORS Class 1 Landfill, Area 1-3, Cell 2 Construction, dated May 2008

3. ADEQ Permit 0249-S1-R2, effective date: August 10, 2006 4. Regulation Number 22, Solid Waste Management Rules, by Arkansas Pollution

Control and Ecology Commission, dated: March 28, 2008 1.2 Site Description NABORS owns and operates a Class 1 Solid Waste Landfill (Landfill) located in Mountain Home, Arkansas. The Landfill is located at 1320 RLH Landfill Road in Three Brother, Arkansas. The Landfill has been in operation since November 1987 and has been designed, constructed, and is permitted (Permit 0249-S1-R2) by the Arkansas Department of Environmental Quality (ADEQ) to accept all types of Class 1 materials as defined in Arkansas Regulation 22 (Solid Waste Management Rules). FIGURE 2 illustrates the location and orientation of the Area 1-3, Cell 2 in relation to the rest of the site. 1.3 Project Description This project involved the construction of approximately 4.9 acres of composite liner system and leachate collection system. The following information summarizes the construction sequence associated with the construction of the Area 1-3, Cell 2.

Site preparation and excavation to subgrade. Verify a minimum of 2 feet above rock or add recompacted subgrade with a maximum

hydraulic conductivity of 1 x 10-5 cm/sec. Installation and quality assurance testing of a 24-inch thick compacted clay liner,

placed with a maximum hydraulic conductivity of 1 x 10-7 cm/s for the bottom liner system.

Installation of a Geosynthetic Clay Liner (GCL) on the cell floor above the clay liner. Installation and quality assurance testing of a 60-mil HDPE textured geomembrane

liner for the bottom liner system. Installation of a leachate collection system consisting of geocomposite and two center

collection pipes embedded in gravel and geotextile. Installation of a protective cover layer.

2

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008 The Area 1-3, Cell 2 floor was designed to drain at a minimum four percent grade toward the west into a sump. The leachate is then pumped into a force main via a submersible pump within a leachate riser pipe to a site leachate storage tank. 1.4 Key Personnel Pickett Industries was contracted to perform the majority of the earthwork for the project including excavation to subgrade, placement of the recompacted subgrade, placement of the clay liner in lifts, installation of the leachate collection system and placement of protective cover. The Facility utilized local contractors to assist as needed during the project. Installation of the GCL, HDPE liner, and the geocomposite was contracted to Environmental Specialties International, Inc. (ESI). The key personnel for each participating firm in the project are listed below.

Owner: Northwest Regional Solid Waste Management District Operations Manager: Jason Kincade Site Manager: Bob Nault

CQA Consultant:

Terracon Consultants, Inc. Certifying Engineer: David McCormick P.E. Staff Engineer: Matthew Brooks E.I. CQA Monitors: Jeff McHan, Donnie Walls, Matthew Shepard

Survey Control:

NTB Associates, Inc. Project Manager: Tom Alexander, RPLS Lead: David Byrd

Soil Testing Laboratory:

Terracon Consultants, Inc. – (Cincinnati and Little Rock)

Geosynthetic Testing Laboratory: Precision Geosynthetic Laboratories – (Houston and California) TRI Environmental – (Austin)

Soils Contractor:

Picket Industries Site Superintendent: Randell Gibson Project Manager: David Bliss

Geosynthetics Contractor:

Environmental Specialties International, Inc. Site Superintendent: Fortino Ayala

3

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008 2.0 SUBGRADE PREPARATION This section summarizes the excavation and establishment of the subgrade (subgrade) surface corresponding to the prepared area. In general, the bottom grading plan conforms to the approved permit plans. Areas that were not 2 feet above rock either had the rock removed or additional material added and tested (See APPENDIX B). The cell floor was modified so that it would properly drain to the main header that drains to the west towards the sump. 2.1 Project Specifications The project specifications called for the subgrade to be established to the lines and grades shown on the project construction plans. The subgrade surface was compacted and tested to ensure that a suitable foundation was established for the compacted clay liner layer. 2.2 Construction Procedures The cell area was excavated in preparation of the clay liner construction. Holes were excavated on a 50 foot grid to verify that rock was at least 2 feet below the subgrade. If the rock was not at least 2 feet below the top of subgrade, than additional material was added to that area and tested accordingly. Also, the subgrade was modified so that the cell floor sloped to the leachate collection system that drains to the sump for collection. The subgrade preparation and excavation for placement of the compacted clay liner associated with the liner system occurred from the end of July to the beginning of September 2008. During this period the construction consisted of excavation of the native clays and silts to the new sub-grade. The elevations associated with the subgrade surface established are provided in APPENDIX A. 2.3 Subgrade Testing The subgrade was compacted to 95% of the Standard Proctor maximum dry density as verified by a Terracon soils technician. DRAWING 1 illustrates the locations of the field moisture and density tests for the sub-grade. APPENDIX B includes the field logs for the moisture/density testing performed in association with the Area 1-3, Cell 2 subgrade construction.

4

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008 3.0 CLAY LINER SYSTEM INSTALLATION The following section describes the construction of the bottom clay liner system. The compacted clay liner corresponding to Area 1-3, Cell 2 was completed from September 2008 to October 2008. 3.1 Project Specifications The project construction plans for the compacted clay liner indicate that the clay liner was to be constructed in four, six-inch thick compacted lifts to form a minimum 24-inch thick re-compacted clay liner. Each clay lift was to be placed and compacted to 98% of the Standard Proctor maximum dry density at moisture content 3% above the optimum moisture content for the clay material due to previous experience with Cell 1. As required in 40 CFR 258 Subpart D and Arkansas Regulation 22, the hydraulic conductivity of the clay was not to exceed 1 x 10-7 cm/s. 3.2 Construction Procedures Placement of the clay liner material was accomplished using tractors pulling pans, tractor with a disc, dozers, a sheeps-foot roller, and a smooth drum roller. The clay liner was moisture conditioned during placement to achieve maximum compaction. A sieve was utilized on some material to remove large rocks. Finish grading of the surface was accomplished by utilizing laser-leveling equipment attached to earth moving equipment. Drawings provided in APPENDIX A provide the elevations associated with the top of the clay liner for the bottom liner system. 3.3 Pre-Construction Testing of Clay Liner Material Field and laboratory testing of the clay liner system for the bottom liner system was completed as specified in the project specifications, the facility CQA plan, and in accordance with the requirements of Arkansas Regulation No. 22. Before placement, and during construction, soil samples were obtained from the clay stockpiles at a minimum frequency of one test per 20,000 cubic yards of soil placed. APPENDIX C contains the results of the compacted clay liner pre-construction testing. TABLE 1 in APPENDIX C summarizes the results of the pre-construction testing. The results indicate that the material meets or exceeds the minimum project standards. 3.4 Construction Testing of Compacted Clay Liner Material During the construction of the compacted clay liner, samples were obtained for laboratory testing to verify the consistency of the materials during construction. The results of the construction laboratory testing are included in APPENDIX C. The results are summarized in TABLE 1 which is located in APPENDIX C. Based upon the results of the construction testing

5

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008 performed, the clay liner material complies with the project specifications. Field moisture and density tests were performed at a minimum rate of one test for every 10,000 square feet per compacted lift. Given the size of the cell, a total of 23 tests are required for each lift. At least 23 tests were obtained for each lift. DRAWINGS 2 - 5 illustrate the locations of the field moisture and density tests for each compacted lift of clay. APPENDIX C includes the field logs for the moisture and density testing performed in association with the Area 1-3, Cell 2 construction. Based upon the results of the moisture and density tests performed by Terracon, the four lifts of the compacted clay liner comply with the project specifications. Shelby tube samples were obtained from each lift at a minimum rate of one test for every 40,000 square feet. Given the size of the cell, a total of 6 tests are required for each lift. The locations where the Shelby Tube samples were taken for each compacted lift of clay are shown on DRAWINGS 2 - 5. The tubes were sealed and delivered to the laboratory for permeability testing using a flexible-wall permeameter (ASTM D-5084). As indicated in APPENDIX C, SECTION 3, permeability results for the completed compacted clay liner meets the project requirements (less than 1 x 10-7 cm/s). TABLE 1 presents the average permeability results for each lift.

TABLE 1 PERMEABILITY RESULTS SUMMARY

Test Results Lift

Number Testing

Requirements Number of Samples

Average Permeability (cm/sec)

1

1 per 40,000 s.f. 6 3.08X10-8

2

1 per 40,000 s.f.

6 2.42X10-8

3

1 per 40,000 s.f. 6 2.15X10-8

4

1 per 40,000 s.f. 6 3.76X10-8

6

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008 4.0 GEOSYNTHETIC LINER INSTALLATION Installation of the geosynthetic liners for the bottom liner system occurred during late October to early November 2008. Approximately 176,000 square feet of GCL, 219,000 square feet of 60-mil textured HDPE geomembrane liner (double lined in sump and trench) and approximately 217,000 square feet of 6-ounce double sided geocomposite were placed in the Area 1-3, Cell 2. 4.1 Manufacturer’s Quality Control Certificates Manufacturer’s Quality Control Certificates (roll certification reports) were submitted for comparison of the delivered material properties with the project specifications. Copies of the manufacturer’s certificates and the material inventory for the (GCL) are provided in APPENDIX D. Geomembrane roll certificate reports are provided in APPENDIX E. The manufacturer’s certificates for the geocomposite are provided in APPENDIX F. Based upon the manufacturer’s quality control certificates, the supplied materials comply with the project specifications. 4.2 Material Conformance Testing Conformance test samples of each type of geosynthetic material were tested by Precision Geosynthetics Laboratories (PGL) for compliance with the project specifications. A copy of the laboratory conformance test results on the GCL is included in APPENDIX D. Lab conformance for the geomembrane is included in APPENDIX E. A copy of the laboratory conformance test results on the geocomposite is included in APPENDIX F. Based upon the results of the conformance testing by PGL, the materials supplied comply with the project specifications. 4.3 Deployment of Geosynthetics Prior to the deployment of the GCL and the Geomembrane, laborers and CQA personnel walked the clay liner surface and removed any survey stakes and/or miscellaneous debris that would affect the clay liner’s surface. These areas were then smooth drum rolled. Also, the field manager for Environmental Services International, Inc. (ESI) accepted the subgrade. Copies of the acceptance forms are included in APPENDIX G. Deployment of the panels was accomplished by use of a Track-hoe, Sky Track, and manual labor to transport each panel into place. A Terracon field representative monitored the deployment of panels. The daily deployment logs for the geosynthetics can be found in APPENDIX H. Panel layouts of the bottom liner system for the Area 1-3, Cell 2 are illustrated on DRAWINGS 6 & 7. Terracon field representatives reviewed each panel and noted any manufacturing and deployment defects for repair. All panels were anchored temporarily with sandbags to prevent wind damage. The panels were permanently anchored at the top of the slopes by anchor trenches filled and compacted with clay.

7

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008 4.4 Geomembrane Trial Seam Monitoring Before startup of each seaming period (in the morning and after lunch), the fusion and extrusion welder operators were required to prepare a trial seam. The seams were tested in the field on a gauged tensiometer to check for machine failures or operator errors. APPENDIX I contains a calibration certificate for the geosynthetic installation field tensiometer. If the tests passed (in peel and in shear), the operator was then allowed to begin seaming. Trial seam logs are presented in APPENDIX J. All seams were checked for peel and shear. All coupons were required to exhibit a film tear bond (FTB) and to meet the project specifications for peel and shear strength in order to be acceptable. 4.5 Geomembrane Seam Monitoring The primary seaming method used for joining geomembrane panels was through an automated double track fusion welder. Extrusion welding was used for patches, repairs, intersections of fusion seams, and seam reconstruction. Monitoring of the seaming methods consisted of periodic visual observation of the seaming process, visual examination of the completed seam, and verification that the seam was welded for its entire length. A summary of the seaming log is included in APPENDIX K. Seaming imperfections were marked and subsequently repaired in accordance with the project CQA plan. The panel layouts of the geomembrane installation showing seam locations for the bottom liner system are presented on DRAWING 7. 4.6 Non-Destructive Seam Testing and Repair Monitoring All seams, seam repairs, and patches were non-destructively tested for continuity by the installer using an air pressure test for fusion welds or vacuum box techniques for extrusion welds. Terracon field CQA personnel monitored and documented all field testing of the seams to ensure that the tests were performed in accordance with the project CQA plan. Summaries of the geomembrane continuity testing are presented in APPENDIX L. The location, size, and testing results of all seam repairs and patches were documented. Copies of this documentation can be found in APPENDIX L. 4.7 Destructive Seam Strength Testing Each destructive sample was divided into three sections: a sample for field testing, a sample for laboratory testing, and an archive sample. Prior to sending the samples to TRI Environmental, the samples were tested in the field for peel and shear by ESI using a gauged tensiometer. Summaries for the field destructive sampling and laboratory testing for peel and shear are located in APPENDIX M. Destructive samples were obtained at a minimum frequency of one sample per 500 linear feet of production seam length. All of the destructives passed the specifications. The repair locations are noted in DRAWING 7. Based on the results of the seam peel and shear testing performed by ESI and TRI, each seam complies with the project specifications.

8

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008 5.0 LEACHATE COLLECTION SYSTEM AND PROTECTIVE COVER The leachate collection system consists of a double sided geocomposite overlying the HDPE liner with a minimum of a four percent slope to a leachate collection trench. The average slope towards the collection trenches and the sump is approximately 7.9 percent. 5.1 Leachate Collection Pipe Two leachate collection pipes were installed in the center of the Area 1-3, Cell 2 bottom liner system. The collection pipes consist of a six-inch diameter perforated HDPE pipe wrapped in a gravel protective/drainage bed. The gravel consists of washed gravel with a gradation varying from No. 200 to 2 ½ inches in diameter. The gravel was wrapped with an eight ounce filter fabric to protect the system from clogging. The collection pipes drains into a sump located at the west end of the cell. There are two 18-inch diameter riser pipes located in the sump. The surveyed location of the collection system components is located in APPENDIX A. APPENDIX N presents the laboratory test results on the gravel and the 8-oz geotextile. The average slope of the collection trenches to the sump is approximately 9.7 percent. 5.2 Leachate Pump System Two 18-inch diameter HDPE side slope riser pipes were installed in the sump and up the western side slope of the Area 1-3, Cell 2. A pump was installed within one of the riser pipes. The pump was set so that it activates 9 inches above the top edge of the sump (approximate elevation 1015 ft-msl). The liquid in the sump will be pumped to a holding tank on the northwest corner of Cell 2. There is an overflow alarm to stop the leachate from pumping once the tank is full. The liquid from these holding tanks is then treated at the on-site leachate treatment facility. 5.3 Protective Cover Soil A 12-inch thick protective cover layer was installed on top of the bottom and side slopes of the Area 1-3, Cell 2. The survey record drawing provided in APPENDIX A illustrates the top of the protective cover layer. The layer was placed using a low ground pressure dozer while maintaining a 12-inch thick minimum working surface to ensure protection of the underlying geosynthetic liner system (GCL, 60-mil Geomembrane, and geocomposite drainage layer). APPENDIX N presents the laboratory test results on the protective cover material.

9

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008 6.0 ADEQ CERTIFICATION REPORT REQUIREMENTS 6.1 Regulation 22.428 (i)-Certification Report As required by Reg.22.428(i) the CQA Report and a record drawing of Area 1-3, Cell 2 is presented in the appendices and figures that identify the following: Reg.22.428(i)(1) - The limits of liner or final cover barrier construction; FIGURE 1 in APPENDIX A depicts the limits of the constructed bottom liner system for Cell 2. Reg.22.428(i)(2) - The top and bottom liner or final cover barrier elevations at 50' intervals referenced to the site grid coordinate system; FIGURE 1 in APPENDIX A provides the top and bottom elevations of the subgrade layer and the constructed clay liner system at 50' intervals referenced to the site grid coordinate system. APPENDIX A provides surveys at an accuracy of ± 0.1-feet by a Registered Professional Land Surveyor of the recompacted sub-grade and top of clay liner layers. Reg.22.428(i)(3) - If a granular drainage blanket is utilized in the design, top of blanket elevation should be identified at 50' elevations; FIGURE 3 in APPENDIX A provides the top elevations of the protective cover placed above the geocomposite drainage layer (geotextile/geonet/geotextile). The protective cover was identified at 50' intervals referenced to the site grid coordinate system. APPENDIX A provides surveys by a Registered Professional Land Surveyor of the top of the protective cover layer. Reg.22.428(i)(4) The location and elevation of slope breaks, leachate piping, leachate sumps and trenches, berms, and any other features which are material to the disposal area construction; The as-built survey drawings presented in FIGURE 2 in APPENDIX A provide the location and elevation of slope breaks, leachate piping, leachate sumps and trenches, berms, and other features of Cell 2 construction. Reg.22.428(i)(5) A key map showing the location of the construction in relation to the permitted design, along with an identification of areas previously constructed and areas yet to be constructed; FIGURE 2 (Site Layout Map) shows the location of the constructed cell in relationship the permitted site layout. FIGURE 2 also depicts the location of Cell 2 in relationship to areas that were previously constructed and future areas that have yet to be constructed.

10

NABORS Class 1 Landfill Area 1-3, Cell 2 Construction Construction Quality Assurance Certification Report Terracon Project No. 35087025 December 2008 Reg.22.428(i)(6) Compaction and permeability testing locations; Field logs in APPENDIX B & C and DRAWINGS 1 - 5 provide compaction and permeability test locations for the subgrade and the bottom liner system of Cell 2. Reg.22.428(i)(7) If necessary to document leachate head level compliance (subsections (a)(2) and (g)(6) of this section), the report should also indicate the lowest point of the liner constructed not including leachate trenches and sumps. The as-built survey drawings presented in APPENDIX A provide the lowest point of the liner constructed not including leachate trenches and sumps. Reg.22.428(i)(8) In addition, the certifying professional shall make a statement that the cell was constructed in accordance with the permit drawings and narrative. The report should also include a list of any deviations from the permitted drawings, if they exist, and reasons for the deviations. Cell 2 was constructed as close as possible and in accordance with the permit drawings and narrative. However, during construction minor deviations occurred from the planned construction, including the following: The Leachate Collection System Details in APPENDIX R clarifies the use of the geosynthetics to be used during construction. Although the revised drawing does not deviate from the permit, it clarifies the geosynthetics layers. The material used for the leachate gravel surrounding the leachate pipe was revised by the Project Engineer during construction. This was due to supply problems in obtaining the exact material to meet the project specifications. However, construction materials are considered equal or superior to the material originally specified for the leachate collection trench. The sump material was tested for Grain Size Analysis and Calcium Carbonate, but not the abrasion test. The Abrasion test is normally performed on gravel to be used for pavement. Also, the sump and center gravel drains were covered with gravel instead of protective cover to allow leachate faster access to the leachate collection trench and sump. The geotextile used for the geocomposite was allowed to have a tensile strength (ASTM D4632) of 150 lbs instead of 500 lbs. This was due to a typographical error in the specifications. The 150 lbs. is the typical tensile strength for this type of material. The clay liner subgrade was monitored to remove any rocks or other materials and to assure a smooth surface prior to deployment of the GCL and the geomembrane. Additional leachate tanks were installed to the northwest of Cell 2 to increase the facility’s leachate storage capacity.

11


APPENDIX A As-built Drawings


APPENDIX B Subgrade Materials


SECTION 1 PRE-CONSTRUCTION TESTING

November 2008 Project No. 35087025

Sample Number

Max Dry Density (PCF)

OPT Water Content

(%)

Liquid Limits (%)

Plastic Limits

Plasticity Index

Percent Passing

No. 4

Percent Passing No. 200

Permeability (cm/sec)

Notes

PR-1 88.3 28.0 62 32 30 95.3 87.5 1.0 E-07PR-2 86.8 27.3 61 22 39 82.1 57.6 4.3 E-08PR-3 84.7 28.0 71 31 40 96.3 87.4 2.7 E-08PR-4 98.2 21.5 54 21 33 84.5 64.1 1.9E-08

Specifications >10 80% min 30% min 1x10-5

MOUNTAIN HOME, ARKANSAS

TABLE 1SUMMARY OF CLAY REFERENCE TESTING

NABORS LANDFILLAREA 1-3, CELL 2 CQA

Terracon Consultants, Inc.

ATTERBERG LIMIT DETERMINATIONASTM D 4318Project Number:Project Name:Location:

Tare Number

Tare + Wet Soil (g)

Tare + Dry Soil (g)

Tare (g)

Water (g)

Dry Soil (g)

Water Content (%)

Plastic Limit

Average Plastic Limit

Plasticity IndexClassification (#40)

RED/ BROWN CLAY

21 20.4

CH

PR-4

31.03

Plas

tic L

imit

Liqu

id L

imit

PR-4

33

8.76 8.82

1.84 1.8

31.15

52 57

21

21 20.4

89

39.91 39.85

41.65

Average Liquid Limit 54

41.75

Sample Number

76

Liquid Limit 52

Dry Soil (g) 11.35 10.34 13.36

Water Content (%) 54.01 58.12 50.37

Water (g) 6.13 6.01 6.73

Tare (g) 31.25 30.88 31.38

Tare + Dry Soil (g) 42.60 41.22 44.74

Tare + Wet Soil (g) 48.73 47.23 51.47

Number of Blows 17 20 35

Tare Number 38 171 78

Soil Descriptions:

Sample Number

35087025NABORS

Consulting Engineers & Scientists

Terracon Consultants, Inc.11400 W. Baseline Road

Little Rock, Arkansas 72209Phone 501.455.2199

Fax 501.455.4547www.terracon.com

MECHANICAL GRAIN SIZE ANALYSISASTM D422

Project Number:Project Name:Location:Source: PR-4.1Project Manager:Date: 1398.65

397.91

1000.74

SOIL DESC.:

3" 0.00 0.00 0.0% 100.0%

3/4" 62.82 62.82 6.3% 93.7%

3/8" 54.65 117.47 11.7% 88.3%

#4 37.51 154.98 15.5% 84.5% 80% < #4

#10 44.59 199.57 19.9% 80.1%

#40 72.36 271.93 27.2% 72.8%

#200 86.97 358.90 35.9% 64.1% 30% < #200

Pan 641.84 1000.74 100.0% 0.0%

TECHNICIAN: PASS:

CHECKED BY: FAIL:

Sieve Size Individual Wt. Retained (g)

Cumulative Wt. Retained

(g)

Cumulative Percent

Retained (%)

SAMPLE NUMBER:

8/1/2008 DRY WT. & TARE (g) :TARE (g) :

DRY SAMPLE WT. (g) :

Red clay

Cumulative Percent

Passing (%)Specification

NABORS35087025


Terracon Consultants, Inc.25809 Interstate 30

Bryant, AR 72022Phone 501-847-9292

Fax 501-847-9210www.terracon.com


SECTION 2 FIELD DENSITY/MOISTURE TEST RESULTS


APPENDIX C Compacted Clay Liner Material


SECTION 1 PRE-CONSTRUCTION TESTING

November 2008 Project No. 35087025

Sample Number

Max Dry Density (PCF)

OPT Water Content

(%)

Liquid Limits (%)

Plastic Limits

Plasticity Index

Percent Passing

No. 4

Percent Passing No. 200

Permeability (cm/sec)

Notes

PR-1 88.3 28.0 62 32 30 95.3 89.5 1.0 E-07PR-2 86.8 27.3 61 22 39 82.1 57.6 4.3 E-08PR-3 84.7 28.0 71 31 40 96.3 87.4 2.7 E-08PR-4 98.2 21.5 54 21 33 84.5 64.1 1.9E-08PR-5 88.1 28.7 61 28 33 95.9 87.7 2.5E-08 Sample ID C-PR-1PR-6 89.1 26.0 48 23 25 99 95.4 1.1E-08 Sample ID C-PR-2PR-7 92.5 26.0 51 25 26 87.3 82.5 1.0E-08 Sample ID C-PR-3PR-8 89.3 28.7 72 32 40 98.1 95.4 2.0E-08 Sample ID C-PR-4PR-9 78.9 37.2 79 33 46 100 96.4 1.0E-08 Sample ID C-PR-5

Specifications >10 80% min 30% min 1x10-7

MOUNTAIN HOME, ARKANSAS

TABLE 1SUMMARY OF CLAY REFERENCE TESTING

NABORS LANDFILLAREA 1-3, CELL 2 CQA


ATTERBERG LIMIT DETERMINATIONASTM D 4318Project Number:Project Name:Location:

Tare Number

Tare + Wet Soil (g)

Tare + Dry Soil (g)

Tare (g)

Water (g)

Dry Soil (g)

Water Content (%)

Plastic Limit

Average Plastic Limit

Plasticity IndexClassification (#40)

RED/ BROWN CLAY

21 20.4

CH

PR-4

31.03

Plas

tic L

imit

Liqu

id L

imit

PR-4

33

8.76 8.82

1.84 1.8

31.15

52 57

21

21 20.4

89

39.91 39.85

41.65

Average Liquid Limit 54

41.75

Sample Number

76

Liquid Limit 52

Dry Soil (g) 11.35 10.34 13.36

Water Content (%) 54.01 58.12 50.37

Water (g) 6.13 6.01 6.73

Tare (g) 31.25 30.88 31.38

Tare + Dry Soil (g) 42.60 41.22 44.74

Tare + Wet Soil (g) 48.73 47.23 51.47

Number of Blows 17 20 35

Tare Number 38 171 78

Soil Descriptions:

Sample Number

35087025NABORS


Terracon Consultants, Inc.11400 W. Baseline Road

Little Rock, Arkansas 72209Phone 501.455.2199



Project Number:Project Name:Location:Source: PR-4.1Project Manager:Date: 1398.65

397.91

1000.74

SOIL DESC.:

3" 0.00 0.00 0.0% 100.0%

3/4" 62.82 62.82 6.3% 93.7%

3/8" 54.65 117.47 11.7% 88.3%

#4 37.51 154.98 15.5% 84.5% 80% < #4

#10 44.59 199.57 19.9% 80.1%

#40 72.36 271.93 27.2% 72.8%

#200 86.97 358.90 35.9% 64.1% 30% < #200

Pan 641.84 1000.74 100.0% 0.0%

TECHNICIAN: PASS:

CHECKED BY: FAIL:



(g)

Cumulative Percent

Retained (%)

SAMPLE NUMBER:

8/1/2008 DRY WT. & TARE (g) :TARE (g) :


Red clay

Cumulative Percent


NABORS35087025


Terracon Consultants, Inc.25809 Interstate 30

Bryant, AR 72022Phone 501-847-9292

Fax 501-847-9210www.terracon.com


SECTION 2 FIELD DENSITY/MOISTURE TEST RESULTS

Novemeber 2008

DIFFER.

TEST DRY MOISTURE MAX. DRY OPTIMUM (%) FROM OPT. PASS/ REMARKSDATE LIFT METHOD DENSITY CONTENT DENSITY MOISTURE COMP. MOIST. FAIL

(PCF) (%) (PCF) (%) (%)

CL 1 09/10/08 773875 1180825 1 N 88.2 32.1 PR 1 88.30 28.00 99.9 4.10 PASSCL 2 09/10/08 773925 1180725 1 N 88.5 31.1 PR 1 88.30 28.00 100.2 3.10 PASSCL 3 09/10/08 773875 1180625 1 N 88.2 31.3 PR 1 88.30 28.00 99.9 3.30 PASSCL 4 09/10/08 773950 1180550 1 N 88.2 31.9 PR 1 88.30 28.00 99.9 3.90 PASSCL 5 09/10/08 773870 1180865 2 N 87.4 31.0 PR 1 88.30 28.00 99.0 3.00 PASSCL 6 09/10/08 773865 1180835 2 N 87.6 32.1 PR 1 88.30 28.00 99.2 4.10 PASSCL 7 09/10/08 773950 1180750 2 N 89.4 31.9 PR 8 89.30 28.70 100.1 3.20 PASSCL 8 09/10/08 773900 1180550 2 N 89.3 31.7 PR 8 89.30 28.70 100.0 3.00 PASSCL 9 09/10/08 773875 1180825 3 N 86.7 31.5 PR 1 88.30 28.00 98.2 3.50 PASSCL 10 09/10/08 773930 1180730 3 N 88.2 31.0 PR 1 88.30 28.00 99.9 3.00 PASSCL 11 09/10/08 773880 1180630 3 N 88.2 31.3 PR 1 88.30 28.00 99.9 3.30 PASSCL 12 09/10/08 773940 1180560 3 N 87.0 31.4 PR 1 88.30 28.00 98.5 3.40 PASSCL 13 09/10/08 773860 1180860 4 N 87.6 31.1 PR 1 88.30 28.00 99.2 3.10 PASSCL 14 09/10/08 773925 1180725 4 N 86.9 31.9 PR 1 88.30 28.00 98.4 3.90 PASSCL 15 09/10/08 773875 1180680 4 N 86.6 33.1 PR 1 88.30 28.00 98.1 5.10 PASSCL 16 09/10/08 773910 1180540 4 N 86.7 32.4 PR 1 88.30 28.00 98.2 4.40 PASSCL 17 09/18/08 774040 1180800 1 N 86.6 33.1 PR 1 88.30 28.00 98.1 5.10 PASSCL 18 09/18/08 774000 1180700 1 N 88.2 32.1 PR 1 88.30 28.00 99.9 4.10 PASSCL 19 09/18/08 774000 1180600 1 N 88.2 31.0 PR 1 88.30 28.00 99.9 3.00 PASSCL 20 09/18/08 774100 1180600 1 N 87.6 32.1 PR 1 88.30 28.00 99.2 4.10 PASSCL 21 09/18/08 774100 1180700 1 N 88.5 31.1 PR 1 88.30 28.00 100.2 3.10 PASSCL 22 09/18/08 774100 1180835 1 N 88.2 31.9 PR 1 88.30 28.00 99.9 3.90 PASSCL 23 09/18/08 774200 1180650 1 N 86.7 31.5 PR 1 88.30 28.00 98.2 3.50 PASSCL 24 09/18/08 774200 1180750 1 N 87.4 31.2 PR 1 88.30 28.00 99.0 3.20 PASSCL 25 09/18/08 774200 1180850 1 N 88.6 31.6 PR 1 88.30 28.00 100.3 3.60 PASSCL 26 09/18/08 774275 1180650 1 N 87.8 31.9 PR 1 88.30 28.00 99.4 3.90 PASSCL 27 09/20/08 774000 1180800 2 N 87.9 34.0 PR 1 88.30 28.00 99.5 6.00 PASSCL 28 09/20/08 774025 1180700 2 N 88.6 32.8 PR 1 88.30 28.00 100.3 4.80 PASSCL 29 09/20/08 774090 1180815 2 N 87.2 34.6 PR 1 88.30 28.00 98.8 6.60 PASSCL 30 09/20/08 774095 1180675 2 N 89.6 31.2 PR 1 88.30 28.00 101.5 3.20 PASSCL 31 09/20/08 774050 1180800 3 N 86.9 34.0 PR 1 88.30 28.00 98.4 6.00 PASSCL 32 09/20/08 774080 1180700 3 N 88.8 32.4 PR 1 88.30 28.00 100.6 4.40 PASSCL 33 09/20/08 774065 1180640 3 N 88.2 31.0 PR 1 88.30 28.00 99.9 3.00 PASSCL 34 09/20/08 774040 1180700 3 N 86.7 35.0 PR 1 88.30 28.00 98.2 7.00 PASSCL 35 09/20/08 774050 1180800 4 N 87.4 32.5 PR 1 88.30 28.00 99.0 4.50 PASSCL 36 09/20/08 774015 1180900 4 N 87.1 31.1 PR 1 88.30 28.00 98.6 3.10 PASSCL 37 09/21/08 774050 1180620 4 N 87.8 35.0 PR 1 88.30 28.00 99.4 7.00 PASSCL 38 09/21/08 774100 1180700 4 N 88.6 31.6 PR 1 88.30 28.00 100.3 3.60 PASSCL 39 10/08/08 774150 1180600 2 N 86.3 32.6 PR 2 86.80 27.30 99.4 5.30 PASS

NO. 35087025

REFERENCE VALUESIN SITU VALUELOCATION

APPROXIMATE

FIELD TEST RESULTS SUMMARYRecompacted Subgrade Liner

NABORS Landfill Area 1-3, CELL 2MOUNTAIN HOME, ARKANSAS

NUMBERNUMBERNORTH

(Negative) EASTCURVETEST

TERRACON Page 1

Novemeber 2008

DIFFER.


(PCF) (%) (PCF) (%) (%)

NO. 35087025


APPROXIMATE



NUMBERNUMBERNORTH


CL 40 10/08/08 774150 1180700 2 N 85.8 33.7 PR 2 86.80 27.30 98.8 6.40 PASSCL 41 10/08/08 774150 1180800 2 N 87.1 32.2 PR 2 86.80 27.30 100.3 4.90 PASSCL 42 10/08/08 774175 1180625 3 N 86.5 32.0 PR 2 86.80 27.30 99.7 4.70 PASSCL 43 10/08/08 774125 1180725 3 N 85.8 32.8 PR 2 86.80 27.30 98.8 5.50 PASSCL 44 10/08/08 774175 1180825 3 N 85.2 33.2 PR 2 86.80 27.30 98.2 5.90 PASSCL 45 10/08/08 774150 1180625 4 N 85.5 33.6 PR 2 86.80 27.30 98.5 6.30 PASSCL 46 10/08/08 774150 1180725 4 N 85.8 32.5 PR 2 86.80 27.30 98.8 5.20 PASSCL 47 10/08/08 774150 1180825 4 N 87.3 31.6 PR 2 86.80 27.30 100.6 4.30 PASSCL 48 10/14/08 774280 1180865 1 N 87.6 32.1 PR 1 88.30 28.00 99.2 4.10 PASSCL 49 10/14/08 774250 1180850 2 N 85.2 34.9 PR 2 86.80 27.30 98.2 7.60 PASSCL 50 10/14/08 774250 1180750 2 N 86.6 32.5 PR 2 86.80 27.30 99.8 5.20 PASSCL 51 10/14/08 774250 1180650 2 N 86.8 33.2 PR 2 86.80 27.30 100.0 5.90 PASSCL 52 10/14/08 774250 1180850 3 N 86.8 30.6 PR 2 86.80 27.30 100.0 3.30 PASSCL 53 10/14/08 774225 1180770 3 N 87.3 32.0 PR 2 86.80 27.30 100.6 4.70 PASSCL 54 10/14/08 774250 1180620 3 N 86.9 31.9 PR 2 86.80 27.30 100.1 4.60 PASSCL 55 10/15/08 774275 1180860 4 N 87.3 31.1 PR 1 88.30 28.00 98.9 3.10 PASSCL 56 10/15/08 774225 1180775 4 N 87.0 31.7 PR 1 88.30 28.00 98.5 3.70 PASSCL 57 10/15/08 774275 1180625 4 N 88.1 31.9 PR 1 88.30 28.00 99.8 3.90 PASSCL 58 10/24/08 774275 1180375 1 N 83.0 31.0 PR 3 84.70 28.00 98.0 3.00 PASSCL 59 10/24/08 774245 1180440 1 N 84.1 34.0 PR 3 84.70 28.00 99.3 6.00 PASSCL 60 10/24/08 774260 1180560 1 N 83.1 31.0 PR 3 84.70 28.00 98.1 3.00 PASSCL 61 10/24/08 774175 1180525 1 N 83.0 34.8 PR 3 84.70 28.00 98.0 6.80 PASSCL 62 10/24/08 774085 1180530 1 N 85.8 32.0 PR 3 84.70 28.00 101.3 4.00 PASSCL 63 10/24/08 774025 1180530 1 N 83.0 35.9 PR 3 84.70 28.00 98.0 7.90 PASSCL 64 10/24/08 774150 1180485 1 N 86.0 31.4 PR 3 84.70 28.00 101.5 3.40 PASSCL 65 10/24/08 774175 1180425 1 N 86.7 32.7 PR 3 84.70 28.00 102.4 4.70 PASSCL 66 10/24/08 773975 1180635 2 N 85.5 34.1 PR 3 84.70 28.00 100.9 6.10 PASSCL 67 10/24/08 774050 1180600 2 N 84.6 35.0 PR 3 84.70 28.00 99.9 7.00 PASSCL 68 10/24/08 774000 1180575 2 N 85.8 34.6 PR 3 84.70 28.00 101.3 6.60 PASSCL 69 10/25/08 774100 1180550 2 N 84.0 31.4 PR 3 84.70 28.00 99.2 3.40 PASSCL 70 10/25/08 774220 1180535 2 N 83.0 31.1 PR 3 84.70 28.00 98.0 3.10 PASSCL 71 10/25/08 774100 1180450 2 N 83.5 31.0 PR 3 84.70 28.00 98.6 3.00 PASSCL 72 10/25/08 774175 1180470 2 N 83.8 31.9 PR 3 84.70 28.00 98.9 3.90 PASSCL 73 10/25/08 774270 1180385 2 N 83.2 31.8 PR 3 84.70 28.00 98.2 3.80 PASSCL 74 10/25/08 774280 1180540 2 N 84.3 31.4 PR 3 84.70 28.00 99.5 3.40 PASSCL 75 10/25/08 774025 1180580 3 N 84.0 31.0 PR 3 84.70 28.00 99.2 3.00 PASSCL 76 10/25/08 774000 1180500 3 N 84.7 32.3 PR 3 84.70 28.00 100.0 4.30 PASSCL 77 10/25/08 774075 1180475 3 N 85.4 32.0 PR 3 84.70 28.00 100.8 4.00 PASSCL 78 10/25/08 774095 1180555 3 N 85.7 31.0 PR 3 84.70 28.00 101.2 3.00 PASS

TERRACON Page 2

Novemeber 2008

DIFFER.


(PCF) (%) (PCF) (%) (%)

NO. 35087025


APPROXIMATE



NUMBERNUMBERNORTH


CL 79 10/26/08 774150 1180600 3 N 86.3 31.3 PR 3 84.70 28.00 101.9 3.30 PASSCL 80 10/26/08 774185 1180525 3 N 87.7 33.1 PR 3 84.70 28.00 103.5 5.10 PASSCL 81 10/26/08 774195 1180420 3 N 86.8 34.1 PR 3 84.70 28.00 102.5 6.10 PASSCL 82 10/26/08 774290 1180365 3 N 83.8 32.7 PR 3 84.70 28.00 98.9 4.70 PASSCL 83 10/26/08 774280 1180485 3 N 83.8 34.3 PR 3 84.70 28.00 98.9 6.30 PASSCL 84 10/26/08 774275 1180575 3 N 83.8 32.9 PR 3 84.70 28.00 98.9 4.90 PASSCL 85 10/26/08 773970 1180625 4 N 85.2 31.3 PR 3 84.70 28.00 100.6 3.30 PASSCL 86 10/26/08 774025 1180525 4 N 84.6 32.8 PR 3 84.70 28.00 99.9 4.80 PASSCL 87 10/26/08 774085 1180585 4 N 83.5 34.1 PR 3 84.70 28.00 98.6 6.10 PASSCL 88 10/26/08 774080 1180500 4 N 83.8 33.5 PR 3 84.70 28.00 98.9 5.50 PASSCL 89 10/26/08 774185 1180550 4 N 83.8 32.5 PR 3 84.70 28.00 98.9 4.50 PASSCL 90 10/26/08 774150 1180450 4 N 84.7 32.3 PR 3 84.70 28.00 100.0 4.30 PASSCL 91 10/26/08 774245 1180450 4 N 83.8 34.3 PR 3 84.70 28.00 98.9 6.30 PASSCL 92 10/26/08 774285 1180345 4 N 83.5 32.9 PR 3 84.70 28.00 98.6 4.90 PASSCL 93 10/27/08 774280 1180550 4 N 83.0 35.9 PR 3 84.70 28.00 98.0 7.90 PASS

TERRACON Page 3


SECTION 3 PERMEABILITY TEST RESULTS


APPENDIX D Geosynthetic Clay Liner (GCL) Material


SECTION 1 INVENTORY

Geosynthetics Inventory 25809 Interstate 30

Bryant, AR 72022 Phone 501-847-9292

Client Name: Manufacturer: Fax 501-847-9210Contractor: Transportation:

Project Name: Date of Arrival:Address: Material Type: CV-Bentomat 200R GCLLocation: Condition of Material: Page: 1

RESIN MATERIAL DIMENSIONSROLL OR LENGTH WIDTH QC/QA CONF.

COUNT LOT NO. (FEET) (FEET) CERT. SAMPLE REMARKS1 306 200838CV 150 15 2250 Y Y

2 307 200838CV 150 15 2250 Y

3 317 200838CV 150 15 2250 Y

4 318 200838CV 150 15 2250 Y

5 319 200838CV 150 15 2250 Y

6 321 200838CV 150 15 2250 Y

7 322 200838CV 150 15 2250 Y

8 323 200838CV 150 15 2250 Y

9 324 200838CV 150 15 2250 Y

10 325 200838CV 150 15 2250 Y

11 326 200838CV 150 15 2250 Y

12 327 200838CV 150 15 2250 Y

13 328 200838CV 150 15 2250 Y

14 329 200838CV 150 15 2250 Y

15 330 200839CV 150 15 2250 Y

16 332 200839CV 150 15 2250 Y

17 333 200839CV 150 15 2250 Y

18 334 200839CV 150 15 2250 Y Y

19 336 200839CV 150 15 2250 Y

20 337 200839CV 150 15 2250 Y

21 338 200839CV 150 15 2250 Y

22 339 200839CV 150 15 2250 Y

23 340 200839CV 150 15 2250 Y

24 341 200839CV 150 15 2250 Y

25 342 200839CV 150 15 2250 Y

TOTAL THIS PAGE: 56,250 ft2

TOTAL ACCUMULATED: 56,250 ft2

Material Type Legend:40S = 40 Mil Smooth HDPE Geomembrane DSGC - Double Sided Geocomposite40T = 40 Mil Textured HDPE Geomembrane SSGC - Single Sided Geocomposite60S = 60 Mil Smooth HDPE Geomembrane 8oz Geo - 8 ounce Geotextile60T = 60 Mil Textured HDPE Geomembrane 12oz Geo - 12 ounce Geotextile

GCL - Geosynthetic Clay Liner

CetcoFlatbed

Terracon Project No: 35087025

Three Brothers, AR

Area 1-3, Cell 2 Construction

NABORS

Good

9/24/08Pickett

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

THICK(MILLS)

NA

NA

SQUAREFEET

ROLLNUMBER


Bryant, AR 72022 Phone 501-847-9292




COUNT LOT NO. (FEET) (FEET) CERT. SAMPLE REMARKS1 343 200839CV 150 15 2250 Y

2 344 200839CV 150 15 2250 Y

3 345 200839CV 150 15 2250 Y

4 346 200839CV 150 15 2250 Y

5 347 200839CV 150 15 2250 Y

6 348 200839CV 150 15 2250 Y

7 349 200839CV 150 15 2250 Y

8 350 200839CV 150 15 2250 Y

9 351 200839CV 150 15 2250 Y

10 352 200839CV 150 15 2250 Y

11 353 200839CV 150 15 2250 Y

12 354 200839CV 150 15 2250 Y

13 355 200839CV 150 15 2250 Y

14 356 200839CV 150 15 2250 Y

15 357 200839CV 150 15 2250 Y

16 358 200839CV 150 15 2250 Y

17 359 200839CV 150 15 2250 Y

18 360 200839CV 150 15 2250 Y

19 361 200839CV 150 15 2250 Y

20 362 200839CV 150 15 2250 Y

21 363 200839CV 150 15 2250 Y

22 364 200839CV 150 15 2250 Y

23 365 200839CV 150 15 2250 Y

24 366 200839CV 150 15 2250 Y

25 367 200839CV 150 15 2250 Y





SQUAREFEET

ROLLNUMBER

NA

NA

NA

THICK(MILLS)

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NA

NA

NA

NA

CetcoFlatbed


Three Brothers, AR


NABORS

Good

9/24/08Pickett


Bryant, AR 72022 Phone 501-847-9292





2 369 200839CV 150 15 2250 Y

3 370 200839CV 150 15 2250 Y

4 371 200839CV 150 15 2250 Y

5 372 200839CV 150 15 2250 Y

6 373 200839CV 150 15 2250 Y

7 374 200839CV 150 15 2250 Y

8 376 200839CV 150 15 2250 Y

9 377 200839CV 150 15 2250 Y

10 378 200839CV 150 15 2250 Y

11 379 200839CV 150 15 2250 Y

12 380 200839CV 150 15 2250 Y Y

13 381 200839CV 150 15 2250 Y

14 382 200839CV 150 15 2250 Y

15 383 200839CV 150 15 2250 Y

16 384 200839CV 150 15 2250 Y

17 385 200839CV 150 15 2250 Y

18 386 200839CV 150 15 2250 Y

19 387 200839CV 150 15 2250 Y

20 388 200839CV 150 15 2250 Y

21 389 200839CV 150 15 2250 Y

22 390 200839CV 150 15 2250 Y

23 391 200839CV 150 15 2250 Y

24 392 200839CV 150 15 2250 Y

25 393 200839CV 150 15 2250 Y





CetcoFlatbed


Three Brothers, AR


NABORS

Good

9/24/08Pickett

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

THICK(MILLS)

NA

NA

SQUAREFEET

ROLLNUMBER


Bryant, AR 72022 Phone 501-847-9292





2 395 200839CV 150 15 2250 Y

3 397 200839CV 150 15 2250 Y

4 398 200839CV 150 15 2250 Y

5 399 200839CV 150 15 2250 Y

6 400 200839CV 150 15 2250 Y

7 401 200839CV 150 15 2250 Y

8 470 200839CV 150 15 2250 Y

9 530 200839CV 150 15 2250 Y

10 5929 200651LO 150 15 2250 Y Unused from Cell 1




















SQUAREFEET

ROLLNUMBER

NA

NA

NA

THICK(MILLS)

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NA

NA

NA

NA

CetcoFlatbed


Three Brothers, AR


NABORS

Good

9/24/08Pickett


SECTION 2 MANUFACTURER QC CERTIFICATE

ORDER NUMBERS: 024136301, 024136302, 024136303, 024136304, 024136305 Kevin Simms ESI 7943 Pecue Lane Baton Rouge, LA 70809 [email protected] To Whom it May Concern: Please find enclosed the MQA/MQC test data package for Geosynthetic Clay Liner shipments to ESI. The shipments left our Cartersville, Georgia plant on 09/23/2008. If you have any questions regarding this information, please contact Chris Athanassopoulos, Technical Support Engineer, at (847) 818-7945. Sincerely,

Melanie King Quality Assurance Coordinator CETCO Cartersville Plant

Date: 9/25/2008Purchase Order: 9628

GEOSYNTHETIC CLAY LINER MANUFACTURING QUALITY ASSURANCE DATA PACKAGE PROJECT NAME: Nabors LF CUSTOMER P.O.: 9628 ORDER NUMBERS: 024136301, 024136302, 024136303, 024136304, 024136305 PREPARED FOR: ESI CONTENTS:

Daily production and needle detection certification GCL property specifications Order packing list GCL MQA tracking form GCL manufacturing quality control test data Bentonite clay certification Raw material test results

PREPARED BY: Melanie King Quality Assurance Coordinator CETCO 218 Industrial Park Cartersville, GA 30121 Telephone: (770) 387-7773 Fax: E-Mail: [email protected]

PRODUCTION CERTIFICATION

PROJECT NAME: Nabors LF CUSTOMER P.O.: 9628 PREPARED FOR: ESI CETCO affirms that these products meet the physical and chemical criteria listed on the attached GCL property specification sheet. NEEDLE REMOVAL AND DETECTION PROCEDURE CETCO hereby affirms that all Bentomat® geosynthetic clay liner material manufactured for this project is continually passed under a magnet for needle removal and then screened with a metal detection device. CETCO certifies Bentomat® to be essentially free of broken needles and fragments of needles that would negatively effect the performance of the final product.

Melanie King Quality Assurance Coordinator Colloid Environmental Technologies Co. ( CETCO )

Ship Date: 09/23/2008

Prepared For: ESI The GCL raw materials and GCL finished product manufactured for the above-referenced order number(s) are hereby certified to achieve the properties listed in the tables below. GCL PROPERTY SPECIFICATIONS FOR BENTOMAT 200R

Bentonite property tests are performed at a bentonite processing facility before shipment to CETCO's production facility. All tensile testing is in the machine direction. FABRIC SUPPLIER REQUIREMENTS FOR BENTOMAT 200R

Fabric certifications from our raw material suppliers are on file at our production facility.

Melanie King Quality Assurance Coordinator CETCO Cartersville Plant

Order Numbers: 024136301, 024136302, 024136303, 024136304, 024136305

Test Method Test Method Property Test Frequency Certified ValueASTM D 5891 Bentonite Fluid Loss 1 per 50 Tons 18 ml MaxASTM D 5993 Bentonite Mass/Area 40,000 sq ft (4000 sq m) 0.75 lb /sq ft (3.6 kg/sq m) MinASTM D 5890 Bentonite Swell Index 1 per 50 Tons 24 ml/2g MinASTM D 4632 GCL Grab Strength 200,000 sq ft (20,000 sq m) 90 lbs (400 N) MARVASTM D 6768 GCL Grab Strength 200,000 sq ft (20,000 sq m) 30 lbs/in MARVASTM D 6243 GCL Hydrated Internal Shear Strength Periodic 150 psf (48 kPa) typ @ 200 psfASTM D 5887 GCL Hydraulic Conductivity Weekly 5 x 10^-9 cm/ sec MaxASTM D 5887 GCL Index Flux Weekly 1 x 10^-8 m^3/m^2/sec MaxASTM D 6496 GCL Peel Strength 40,000 sq ft (4000 sq m) 1.0 lbs/in MinASTM D 4632 GCL Peel Strength 40,000 sq ft (4000 sq m) 15 lbs (65 N) Min

Raw Material test method mass per area unitsBentomat 200R Nonwoven Cover Fabric ASTM D-5261 3.5 oz/yd2

Bentomat 200R Woven Base Fabric ASTM D 5261 3.2 oz/yd2

CETCO's MQA laboratory is GAI-accredited (www.geosynthetic-institute.org/gai/lab.html).

GCL ORDER PACKING LIST GCL shipped for certification package number 024136301

Order # Product Lot Number Roll Number Length (ft)

Width(ft) Square Ft Weight

(lbs)024136305 CV-BENTOMAT 200R 200838CV 00000306 150 15 2250 2778024136301 CV-BENTOMAT 200R 200838CV 00000307 150 15 2250 2734024136305 CV-BENTOMAT 200R 200838CV 00000317 150 15 2250 2794024136305 CV-BENTOMAT 200R 200838CV 00000318 150 15 2250 2792024136305 CV-BENTOMAT 200R 200838CV 00000319 150 15 2250 2790024136305 CV-BENTOMAT 200R 200838CV 00000321 150 15 2250 2736024136305 CV-BENTOMAT 200R 200838CV 00000322 150 15 2250 2818024136304 CV-BENTOMAT 200R 200838CV 00000323 150 15 2250 2786024136303 CV-BENTOMAT 200R 200838CV 00000324 150 15 2250 2778024136304 CV-BENTOMAT 200R 200838CV 00000325 150 15 2250 2770024136303 CV-BENTOMAT 200R 200838CV 00000326 150 15 2250 2780024136305 CV-BENTOMAT 200R 200838CV 00000327 150 15 2250 2764024136305 CV-BENTOMAT 200R 200838CV 00000328 150 15 2250 2768024136305 CV-BENTOMAT 200R 200838CV 00000329 150 15 2250 2770024136305 CV-BENTOMAT 200R 200838CV 00000330 150 15 2250 2786024136304 CV-BENTOMAT 200R 200838CV 00000332 150 15 2250 2754024136304 CV-BENTOMAT 200R 200838CV 00000333 150 15 2250 2794024136303 CV-BENTOMAT 200R 200839CV 00000334 150 15 2250 2662024136302 CV-BENTOMAT 200R 200839CV 00000336 150 15 2250 2842024136302 CV-BENTOMAT 200R 200839CV 00000337 150 15 2250 2858024136302 CV-BENTOMAT 200R 200839CV 00000338 150 15 2250 2802024136302 CV-BENTOMAT 200R 200839CV 00000339 150 15 2250 2748024136304 CV-BENTOMAT 200R 200839CV 00000340 150 15 2250 2750024136303 CV-BENTOMAT 200R 200839CV 00000341 150 15 2250 2742024136303 CV-BENTOMAT 200R 200839CV 00000342 150 15 2250 2762024136302 CV-BENTOMAT 200R 200839CV 00000343 150 15 2250 2766024136303 CV-BENTOMAT 200R 200839CV 00000344 150 15 2250 2806



(lbs)024136305 CV-BENTOMAT 200R 200839CV 00000345 150 15 2250 2730024136305 CV-BENTOMAT 200R 200839CV 00000346 150 15 2250 2714024136305 CV-BENTOMAT 200R 200839CV 00000347 150 15 2250 2718024136304 CV-BENTOMAT 200R 200839CV 00000348 150 15 2250 2724024136304 CV-BENTOMAT 200R 200839CV 00000349 150 15 2250 2710024136303 CV-BENTOMAT 200R 200839CV 00000350 150 15 2250 2754024136302 CV-BENTOMAT 200R 200839CV 00000351 150 15 2250 2704024136302 CV-BENTOMAT 200R 200839CV 00000352 150 15 2250 2694024136302 CV-BENTOMAT 200R 200839CV 00000353 150 15 2250 2622024136303 CV-BENTOMAT 200R 200839CV 00000354 150 15 2250 2556024136303 CV-BENTOMAT 200R 200839CV 00000355 150 15 2250 2502024136305 CV-BENTOMAT 200R 200839CV 00000356 150 15 2250 2778024136305 CV-BENTOMAT 200R 200839CV 00000357 150 15 2250 2728024136304 CV-BENTOMAT 200R 200839CV 00000358 150 15 2250 2716024136304 CV-BENTOMAT 200R 200839CV 00000359 150 15 2250 2720024136302 CV-BENTOMAT 200R 200839CV 00000360 150 15 2250 2720024136302 CV-BENTOMAT 200R 200839CV 00000361 150 15 2250 2720024136301 CV-BENTOMAT 200R 200839CV 00000362 150 15 2250 2734024136302 CV-BENTOMAT 200R 200839CV 00000363 150 15 2250 2708024136302 CV-BENTOMAT 200R 200839CV 00000364 150 15 2250 2720024136301 CV-BENTOMAT 200R 200839CV 00000365 150 15 2250 2750024136303 CV-BENTOMAT 200R 200839CV 00000366 150 15 2250 2720024136303 CV-BENTOMAT 200R 200839CV 00000367 150 15 2250 2734024136303 CV-BENTOMAT 200R 200839CV 00000368 150 15 2250 2718024136305 CV-BENTOMAT 200R 200839CV 00000369 150 15 2250 2708024136304 CV-BENTOMAT 200R 200839CV 00000370 150 15 2250 2726024136303 CV-BENTOMAT 200R 200839CV 00000371 150 15 2250 2734024136304 CV-BENTOMAT 200R 200839CV 00000372 150 15 2250 2728024136302 CV-BENTOMAT 200R 200839CV 00000373 150 15 2250 2742024136303 CV-BENTOMAT 200R 200839CV 00000374 150 15 2250 2690024136301 CV-BENTOMAT 200R 200839CV 00000376 150 15 2250 2848024136301 CV-BENTOMAT 200R 200839CV 00000377 150 15 2250 2736



(lbs)024136304 CV-BENTOMAT 200R 200839CV 00000378 150 15 2250 2752024136302 CV-BENTOMAT 200R 200839CV 00000379 150 15 2250 2752024136303 CV-BENTOMAT 200R 200839CV 00000380 150 15 2250 2776024136301 CV-BENTOMAT 200R 200839CV 00000381 150 15 2250 2746024136301 CV-BENTOMAT 200R 200839CV 00000382 150 15 2250 2742024136301 CV-BENTOMAT 200R 200839CV 00000383 150 15 2250 2744024136303 CV-BENTOMAT 200R 200839CV 00000384 150 15 2250 2740024136304 CV-BENTOMAT 200R 200839CV 00000385 150 15 2250 2762024136301 CV-BENTOMAT 200R 200839CV 00000386 150 15 2250 2732024136301 CV-BENTOMAT 200R 200839CV 00000387 150 15 2250 2754024136302 CV-BENTOMAT 200R 200839CV 00000388 150 15 2250 2758024136302 CV-BENTOMAT 200R 200839CV 00000389 150 15 2250 2752024136301 CV-BENTOMAT 200R 200839CV 00000390 150 15 2250 2754024136301 CV-BENTOMAT 200R 200839CV 00000391 150 15 2250 2750024136301 CV-BENTOMAT 200R 200839CV 00000392 150 15 2250 2756024136301 CV-BENTOMAT 200R 200839CV 00000393 150 15 2250 2754024136303 CV-BENTOMAT 200R 200839CV 00000394 150 15 2250 2766024136304 CV-BENTOMAT 200R 200839CV 00000395 150 15 2250 2736024136304 CV-BENTOMAT 200R 200839CV 00000397 150 15 2250 2882024136304 CV-BENTOMAT 200R 200839CV 00000398 150 15 2250 2782024136302 CV-BENTOMAT 200R 200839CV 00000399 150 15 2250 2734024136301 CV-BENTOMAT 200R 200839CV 00000400 150 15 2250 2762024136301 CV-BENTOMAT 200R 200839CV 00000401 150 15 2250 2726024136301 CV-BENTOMAT 200R 200839CV 00000470 150 15 2250 2746024136304 CV-BENTOMAT 200R 200839CV 00000530 150 15 2250 2768

Totals: 12600 1260 189000 230662Total Number of Rolls Certified: 84

GCL MQA TRACKING FORM Listing of finished and raw materials used to produce certification package number 024136301

GCL Geotextiles ClayCV-BENTOMAT 200R CV-N/W-WH-360-B200R CV-WOVEN-B200R CV-CG 50-B200R

GCL Lot # GCL Roll # Roll # Tested Cap Lot # Cap Roll # Roll # Tested Base Roll # Clay Lot #200838CV 00000306 00000306 2010856354 2010507732 875130B200838CV 00000307 00000306 2010856354 2010507732 875130B200838CV 00000317 00000306 2010856354 2010507732 875130B200838CV 00000318 00000306 2010856363 2010507732 875130B200838CV 00000319 00000306 2010856363 2010507732 875130B200838CV 00000321 00000306 2010856363 2010507732 875130B200838CV 00000322 00000322 2010856363 2010507732 875130B200838CV 00000323 00000322 2010856363 2010507732 875130B200838CV 00000324 00000322 2010856363 2010507732 875130B200838CV 00000325 00000322 2010856363 2010507732 875130B200838CV 00000326 00000322 2010856363 2010507732 875130B200838CV 00000327 00000322 2010856363 2010507732 875130B200838CV 00000328 00000322 2010856363 2010507732 875130B200838CV 00000329 00000322 2010856363 2010507732 875130B200838CV 00000330 00000322 2010856363 2010507732 875130B200838CV 00000332 00000322 2010856353 2010502285 875130B200838CV 00000333 00000322 2010856353 2010502285 875130B200839CV 00000334 00000334 2010856353 2010502285 875130B200839CV 00000336 00000334 2010856353 2010502285 875130B200839CV 00000337 00000334 2010856353 2010502285 875130B200839CV 00000338 00000334 2010856353 2010502285 875130B200839CV 00000339 00000334 2010856353 2010502285 875130B200839CV 00000340 00000334 2010856353 2010502285 875130B200839CV 00000341 00000334 2010856353 2010502285 875130B200839CV 00000342 00000334 2010856353 2010502285 875130B200839CV 00000343 00000334 2010856353 2010502285 875130B200839CV 00000344 00000334 2010856353 2010502285 875130B200839CV 00000345 00000334 2010856362 2010502285 879103A200839CV 00000346 00000334 2010856362 2010502285 879103A

GCL Lot # GCL Roll # Roll # Tested Cap Lot # Cap Roll # Roll # Tested Base Roll # Clay Lot #200839CV 00000347 00000334 2010856362 2010502285 879103A200839CV 00000348 00000334 2010856362 2010502285 879103A200839CV 00000349 00000334 2010856362 2010502285 879103A200839CV 00000350 00000350 2010856362 2010502285 879103A200839CV 00000351 00000350 2010856362 2010502285 879103A200839CV 00000352 00000350 2010856362 2010502285 879103A200839CV 00000353 00000350 2010856362 2010502285 879103A200839CV 00000354 00000350 2010856362 2010502285 879103A200839CV 00000355 00000350 2010856362 2010502285 879103A200839CV 00000356 00000350 2010856362 2010502285 879103A200839CV 00000357 00000350 2010856362 2010502285 879103A200839CV 00000358 00000350 2010856359 2010502285 879103A200839CV 00000359 00000350 2010856359 2010502285 879103A200839CV 00000360 00000350 2010856359 2010502285 879103A200839CV 00000361 00000350 2010856359 2010699574 879103A200839CV 00000362 00000350 2010856359 2010699574 879103A200839CV 00000363 00000350 2010856359 2010699574 879103A200839CV 00000364 00000350 2010856359 2010699574 879103A200839CV 00000365 00000365 2010856359 2010699574 879103A200839CV 00000366 00000365 2010856359 2010699574 879103A200839CV 00000367 00000365 2010856359 2010699574 879103A200839CV 00000368 00000365 2010856359 2010699574 879103A200839CV 00000369 00000365 2010856359 2010699574 879103A200839CV 00000370 00000365 2010856359 2010699574 879103A200839CV 00000371 00000365 2010856364 2010699574 879103A200839CV 00000372 00000365 2010856364 2010699574 879103A200839CV 00000373 00000365 2010856364 2010699574 879103A200839CV 00000374 00000365 2010856364 2010699574 879103A200839CV 00000376 00000365 2010856364 2010699574 879103A200839CV 00000377 00000365 2010856364 2010699574 879103A200839CV 00000378 00000365 2010856364 2010699574 879103A200839CV 00000379 00000365 2010856364 2010699574 879103A200839CV 00000380 00000380 2010856364 2010699574 879103A200839CV 00000381 00000380 2010856364 2010699574 879103A200839CV 00000382 00000380 2010856364 2010699574 879103A

GCL Lot # GCL Roll # Roll # Tested Cap Lot # Cap Roll # Roll # Tested Base Roll # Clay Lot #200839CV 00000383 00000380 2010856364 2010699574 879103A200839CV 00000384 00000380 2010820438 2010699574 879103A200839CV 00000385 00000380 2010820438 2010699574 879103A200839CV 00000386 00000380 2010820438 2010475483 879103A200839CV 00000387 00000380 2010820438 2010475483 879103A200839CV 00000388 00000380 2010820438 2010475483 879103A200839CV 00000389 00000380 2010820438 2010475483 879103B200839CV 00000390 00000380 2010820438 2010475483 879103B200839CV 00000391 00000380 2010820438 2010475483 879103B200839CV 00000392 00000380 2010820438 2010475483 879103B200839CV 00000393 00000380 2010820438 2010475483 879103B200839CV 00000394 00000380 2010820438 2010475483 879103B200839CV 00000395 00000395 2010820438 2010475483 879103B200839CV 00000397 00000395 2010820440 2010475483 879103B200839CV 00000398 00000395 2010820440 2010475483 879103B200839CV 00000399 00000395 2010820440 2010475483 879103B200839CV 00000400 00000395 2010820440 2010475483 879103B200839CV 00000401 00000395 2010820440 2010475483 879103B200839CV 00000470 00000458 2010775027 2010504627 879102A200839CV 00000530 00000528 2010820434 2010483507 879104A

GCL MANUFACTURING QUALITY CONTROL TEST DATA The following rolls in GCL certification package number 024136301 have been tested in our production facility lab.

ASTM test methods and property specifications per CETCO standard unless non-standard specifications were requested. Any non-standard property specifications requested for this order are noted on the attached GCL property specifications sheet.

Product Lot # Tested Roll # Tested Mass Area Grab Strength Peel StrengthStandard Test Method: ASTM D 5993 ASTM D 6768 ASTM D 6496Standard Specification: see property sheet see property sheet see property sheet

CV-BENTOMAT 200R 200838CV 00000306 0.92 72.5 2.4CV-BENTOMAT 200R 200838CV 00000322 0.92 72.5 2.41CV-BENTOMAT 200R 200839CV 00000334 0.86 77.7 1.6CV-BENTOMAT 200R 200839CV 00000350 0.89 77.7 2.1CV-BENTOMAT 200R 200839CV 00000365 0.93 77.7 1.5CV-BENTOMAT 200R 200839CV 00000380 0.86 77.7 1.6CV-BENTOMAT 200R 200839CV 00000395 0.89 77.7 1.61CV-BENTOMAT 200R 200839CV 00000458 0.91 45.1 2.8CV-BENTOMAT 200R 200839CV 00000528 0.80 38.0 3.7

BENTONITE CLAY CERTIFICATION The Bentonite Clay used to produce package 024136301 has been tested by American Colloid Company and yeilded the following test results.

Reference Moist Swell Fluid LossTest Method: ASTM D 2216 ASTM D 5890 ASTM D 5891Specification: 12% Max 24 ml/2g Min 18 ml Max

875130B 8.9 24.0 16.4879102A 8.8 28.0 17.0879103A 8.6 25.0 16.4879103B 8.9 27.0 16.8879104A 8.8 25.0 16.8

GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS The GCL in certification package number 024136301 was manufactured with geotextiles which were tested with the following results.

Certifications from our suppliers are on file at our production facility. An '*' or 'PT' indicates supplier certifications were unavailable prior to shipping so testing was performed at a CETCO lab.

BASE

Material Roll Number Mass Area oz/yd2

Grab Strengthlbs

PPX 82TEX 2010475483 3.4 149.1PPX 82TEX 2010483507 3.5 145.1PPX 82TEX 2010502285 3.4 157.7PPX 82TEX 2010504627 3.4 127.0PPX 82TEX 2010507732 3.4 149.0PPX 82TEX 2010699574 3.3 129.9

CAP

Material Roll Number Mass Area oz/yd2

Grab Strengthlbs

PPX 360 2010775027 4.2 47.4PPX 360 2010820434 4.0 24.9PPX 360 2010820438 3.9 22.3PPX 360 2010820440 4.0 24.9PPX 360 2010856353 5.8 46.8PPX 360 2010856354 5.8 46.8PPX 360 2010856359 5.0 26.7PPX 360 2010856362 3.8 23.7PPX 360 2010856363 3.8 23.7PPX 360 2010856364 4.4 25.6


SECTION 3 CONFORMANCE TEST RESULTS

Precision Geosynthetic Laboratories

1160 North Gilbert Street, Anaheim, CA. 92801, Tel# 714-520-9631, Fax# 714-520-9637

October 7, 2008 David McCormick GENESIS /TERRACON 11400 W. Baseline Rd. Little Rock, AR 72209 RE: Nabors Lf Dear Mr. McCormick: Thank you for consulting Precision Geosynthetic Laboratories for your material testing needs. Enclosed is the final laboratory report for the testing of three (3) Bentomat 200R GCL samples received on September 25, 2008. It shall be noted that the samples tested are believed to be true representatives of the material produced under the designation herein stated. In addition, the attached laboratory tests results are considered indicative only of the quality of samples/specimens that were actually tested. The appropriate tests methods hereby employed are based on the current and accepted industry practices. Precision Geosynthetic Laboratories neither accepts responsibility for nor makes claims to the intended final use and purpose of the material. By accepting the data and results presented on this report, the Client agrees to limit the liability of Precision Geosynthetic Laboratories from Client and all other parties for claims arising out of the use of this data to the cost for the respective tests presented in this report; and the Client agrees to indemnify and hold harmless Precision Geosynthetic Laboratories from and against all liabilities in excess of the aforementioned limit. The test data and all associated project information shall be held confidential and not to be reproduced and/or disclosed to other parties except in full and with prior written approval from pertinent entity duly authorized by the respective client or from the client itself. It is a policy of the company to keep physical records of each job for two (2) years commencing from the date of receipt of the samples and keep its corresponding electronic file for seven (7) years. Failed seam samples are kept for two (2) years and good seam samples are disposed of after two (2) weeks. Similarly, retained conformance samples are disposed of after one (1) month. On the other hand, should you need us to keep them at longer time, please advise us in writing. Should you have any questions or if we may be of further service to you, please do not hesitate to contact us at telephone number: 800-522-4599. Sincerely, PRECISION GEOSYNTHETIC LABORATORIES

Carmelo V. Zantua Technical/Laboratory Director Enclosure: (Job No. G081295)



CLIENT: GENESIS/TERRACON

PROJECT NAME: Nabors Lf

VERIFICATION OF MATERIAL PROPERTIES (PGL Job No. G081295)

MATERIAL DESCRIPTION: Bentomat 200R GCL SAMPLED BY: PGL @ Cetco, GA DATE RECEIVED: September 25, 2008 DATE REPORTED: October 7, 2008 SAMPLE IDENTIFICATIONS: SAMPLE ID PRECISION CONTROL NUMBER

R#306 51568 R#334 51569 R#380 51570

TESTS REQUIRED: TEST METHOD DESCRIPTION ASTM D5993 Mass per Unit ASTM D4632 Grab Tensile ASTM D5887 Index Flux TEST CONDITIONS: The samples were conditioned for a minimum one hour in the laboratory at 22 + 2oC (71.6 + 3.6oF) and at 60 + 10% relative humidity prior to test. TEST RESULTS: The test results are summarized in Tables 1 to 3. The units in which the data are reported are included on these tables. PRECISION GEOSYNTHETIC LABORATORIES

_________________________ Carmelo V. Zantua Technical/Laboratory Director

10/07/2008

TABLE 1.MATERIAL PROPERTIES

CLIENT: GENESIS/TERRACONPROJECT: Nabors Landfill Cell 2

Date Received: 9/25/2008 QC'd By:Date Reported: 10/7/2008 PGL Job No.: G081295

Client Sample ID: R#306 PGL Control No.: 51568Material Description: Bentomat 200R GCL

SPECIMENS Proj.1 2 3 4 5 6 7 8 9 10 Avg. Std. Dev. Min Max Specs.

METHOD DESCRIPTIONASTM D4632 Grab Tensile

Test was conducted as directed in ASTM D4632 in dry condition using Tensile Machine with a full scale of 1500 lbs.

Jaw faces use rubber for padding.

Strength at Peak (lbs)MD 115 128 120 111 132 129 130 119 120 121 122 7 111 132

TD 150 150 160 163 162 160 142 142 160 163 155 8 142 163

Apparent Elongation at Peak (percent)MD 35 39 39 34 37 34 35 37 35 40 37 2 34 40

TD 87 93 99 92 99 93 90 87 95 95 93 4 87 99

ASTM D5887 Index Flux (m.3/ m.2/sec.) Confining Pressure: 5 psi

2.6E-09 2.6E-09 N/AASTM D5993 Mass per Unit Area of the Clay (lbs/ ft.2) @ 0% MC

Drying Time/ Temp: 110+/- 5 0 C for 16 hrs using thermostatically controlled oven.

1.13 1.14 1.15 1.13 1.15 1.14 0.01 1.13 1.15

Specimen Size: 4" x 8" Die Cut

______________________MD-Machine DirectionTD-Transverse DirectionDC#1982 Record#263




Date Received: 9/25/2008 QC'd By:Date Reported: 10/7/2008 PGL Job No.:







TD 160 159 163 171 168 172 165 160 162 160 164 5 159 172


TD 80 87 86 92 89 89 87 86 92 87 88 3 80 92




1.13 1.12 1.15 1.15 1.14 1.14 0.01 1.12 1.15

G081295













TD 160 175 190 162 183 181 159 161 150 150 167 14 150 190


TD 94 87 86 93 87 93 87 93 87 99 91 4 86 99




1.13 1.15 1.15 1.14 1.14 1.14 0.01 1.13 1.15

G081295





1160 North Gilbert Street, Anaheim, CA. 92801, Tel# 714-520-9631, Fax#714-520-9637 DC#2000 Record#281

December 21, 2006 David McCormick GENESIS / TERRACON 11400 West Baseline Road Little Rock, AR 72209 Dear Mr. McCormick: RE: Nabors Lf Area 1-3 Cell 1 Construction Thank you for consulting Precision Geosynthetic Laboratories for your material testing needs. Enclosed is the final laboratory report for the testing of four (4) Claymax 200R GCL Samples received December 14, 2006. It should be noted that the test specimen and test sample used for this report was believed to be representative of the material produced under the designation herein stated. However, these results are indicative of only the specimens that were actually tested. The testing herein is based upon accepted industry practice as well as the test method listed. Precision Geosynthetic Laboratories neither accepts responsibility for nor makes claims to the final use and purpose of the material. By accepting the data and results represented on this report, Client agrees to limit the liability of Precision Geosynthetic Laboratories from Client and all other parties for claims arising out of the use of this data to the cost for the respective test(s) represented in this report, and Client agrees to indemnify and hold harmless Precision Geosynthetic Laboratories from and against all liability in excess of the aforementioned limit. The test data and all associated project information shall be held in confidence, not to be reproduced except in full and disclosed to other parties with the authorization of the client. It is a company policy to keep the physical records of each job for 2 years since the receipt of the samples and keep the electronic file for 7 years. Failed seam samples are kept for 7 years; good seam samples are disposed after 2 weeks and conformance samples are disposed after 1 month. Should you need us to keep them longer, please advise us in writing. If you have any questions or if we may be of further service, please do not hesitate to call at 800-522-4599. Sincerely, PRECISION GEOSYNTHETIC LABORATORIES

Maria Espitia Cora B. Queja Quality Assurance Vice President Enclosure: (Job No. G061438)



CLIENT: GENESIS / TERRACON

PROJECT: Nabors Lf Area 1-3 Cell 1 Construction


MATERIAL DESCRIPTION: Claymax 200R GCL Samples SAMPLED BY: PGL @ CETCO, WY. DATE RECEIVED: December 14, 2006 DATE REPORTED: December 21, 2006 SAMPLE IDENTIFICATIONS: SAMPLE ID PRECISION CONTROL NUMBER R#5930 L#200651LO 30564 R#5974 L#200651LO 30565 R#6018 L#200651LO 30566 R#6062 L#200651LO 30567 TESTS REQUIRED: TEST METHOD DESCRIPTION ASTM D5993 Mass/Unit Area ASTM D4632 Grab Tensile ASTM D5887 Index Flux TEST CONDITIONS: The samples were conditioned for a minimum one hour in the laboratory at 22 + 2oC (71.6 + 3.6oF) and at 60 + 10% relative humidity prior to test. TEST RESULTS: The test results are summarized in Tables 1 to 4. The units in which the data are reported are included on these tables. PRECISION GEOSYNTHETIC LABORATORIES

Maria Espitia Cora B. Queja Quality Assurance Vice President


CLIENT: GENESIS / TERRACONPROJECT: Nabors Lf Area 1-3 Cell 1 Construction

Date Received: 12/14/2006 QC'd By:Date Reported: 12/21/2006 PGL Job No.: G061438

Client Sample ID: R#5930 L#200651LO PGL Control No.: 30564Material Description: Claymax 200R GCL






TD 203 220 204 215 182 244 226 234 238 230 220 19 182 244


TD 76 80 73 78 70 78 77 73 81 75 76 3 70 81



Drying Time/ Temp: 110+/- 50 C for 16 hrs using thermostatically controlled oven.

0.86 0.87 0.92 0.90 0.92 0.89 0.03 0.86 0.92







Client Sample ID: R#5974 L#200651LO PGL Control No.:Material Description: Claymax 200R GCL






TD 230 225 208 225 207 216 213 239 230 227 222 11 207 239


TD 75 92 87 84 79 81 80 86 85 82 83 5 75 92




0.86 0.83 0.88 0.91 0.91 0.88 0.03 0.83 0.91


G06143830565












TD 248 242 207 200 200 202 189 202 226 185 210 21 185 248


TD 77 76 82 82 94 74 87 79 74 77 80 6 74 94




0.87 0.85 0.88 0.92 0.93 0.89 0.03 0.85 0.93


G06143830566












TD 205 225 224 241 226 234 239 231 241 256 232 14 205 256


TD 107 80 92 98 84 99 77 87 98 99 92 10 77 107




0.80 0.76 0.80 0.85 0.86 0.81 0.04 0.76 0.86


G06143830567




APPENDIX E Geomembrane Material


SECTION 1 INVENTORY

GEOSYNTHETIC INVENTORYNorthwest Arkansas Regional Solid Waste District

Class 1 Area 1-3, Cell 2 ConstructionThree Brothers, Arkansas

ROLL ROLL RESIN MATERIAL DIMENSIONS QC/QA CONF. COUNT NUMBER OR LENGTH WIDTH SQUARE THICK CERT. SAMPLE REMARKS

LOT NO. (FEET) (FEET) FEET (MILLS)1 337338-08 8180824 410 23 9,430 60 Y Y2 337439-08 8180824 410 23 9,430 60 Y3 337440-08 8180824 410 23 9,430 60 Y4 337441-08 8180824 410 23 9,430 60 Y5 337442-08 8180824 410 23 9,430 60 Y6 337443-08 8180824 410 23 9,430 60 Y7 337444-08 8180824 410 23 9,430 60 Y8 337445-08 8180824 410 23 9,430 60 Y9 337446-08 8180824 410 23 9,430 60 Y10 337447-08 8180824 410 23 9,430 60 Y11 337448-08 8180853 410 23 9,430 60 Y Y12 337449-08 8180853 410 23 9,430 60 Y13 337450-08 8180853 410 23 9,430 60 Y14 337451-08 8180853 410 23 9,430 60 Y15 337452-08 8180853 410 23 9,430 60 Y16 337453-08 8180853 410 23 9,430 60 Y17 337454-08 8180853 410 23 9,430 60 Y18 337455-08 8180853 410 23 9,430 60 Y19 337556-08 8180853 410 23 9,430 60 Y20 337557-08 8180853 410 23 9,430 60 Y21 337558-08 8180853 410 23 9,430 60 Y22 337559-08 7181027 410 23 9,430 60 Y Y23 337560-08 7181027 410 23 9,430 60 Y24 337561-08 7181027 410 23 9,430 60 Y25 337562-08 7181027 410 23 9,430 60 Y26 337563-08 7181027 410 23 9,430 60 Y27 337564-08 7181027 410 23 9,430 60 Y28 337565-08 7181027 410 23 9,430 60 Y29 GR-6-06-0783 8261301 500 23 11,500 60 Y Unused from Cell 130 GR-6-06-0785 8261301 500 23 11,500 60 Y Unused from Cell 131 GR-6-06-0800 8261301 500 23 11,500 60 Y Unused from Cell 1

298,540Total SQ. FT.=

Type of Transportation: _______________ Condition of Material on Truck: __ Good___________

Terracon No.: 35087025

Date of Arrival _____________________Manufacturer: _________________________Material Type: 60T


OIT(Standard) ASTM D3895 minutes

2400 3,164

N lbs250.8

N/mm

N/mm33Average Strength @ Break 188

m

2250 2,411

Date:...................................................

Signature............................................. Quality Control Department

45 54.001

f 475.1

12 20.77f 14.39

2400 2,617

Puncture ResistanceFTMS 101 Method 2065 (Modified)

ENGLISHMETRIC

feet23.0

Carbon Black ContentASTM D4218

.945

ROLL # 337338-08 Liner Type: MICROSPIKE™ HDPELot #: 8180824

MeasurementASTM D5994(Modified)

mm1.46

mm1.65 mil65

Thickness.........Length..............Width...............

1.5 mm 60 mil

m;7.00125 feet410.1

mm1.88 mil74

.27

2.40

10 in Cat. 1

400 437.6

45 58.758

CERTIFIED

97.672

Minimum Hrs w/o Failures 1500 hrs

Load

Average Tear Resistance

Average Strength @ Yield

Category

Range %

Melt Flow Index 190ºC /2160 g g/10 min

Density g/cc

Average Elongation @ Yield %

ESCRASTM D1693

Tear ResistanceASTM D-1004 (Modified)

Dimensional StabilityASTM D1204 (Modified)

MFI ASTM D1238COND. EGRADE: K307

Specific GravityASTM D792

Carbon Black DispersionASTM D5596

TESTRESULTS

mil57MIN:

MAX:

AVE:

Average Dimensional change %

9-10-08

Puncture ResistanceASTM D4833 (Modified)

Load 136.29

Notched Constant Tensile LoadASTM D5397

ONGOING

Asperity GRI GM12: 25 mil

-0.26

Average Elongation @ Break %

2,570

2,891

17.58

456.4

56.380

60HDmic.FRMREV 0312/23/05

psi

psi

167

Elongation ASTM D6693ASTM D638 (Modified)( 2 inches / minute )Lo = 1.3" YieldLo = 2.0" Break

Tensile StrengthASTM D6693ASTM D638 (Modified)( 2 inches / minute )

pass / fail @ 30% 300 hrs

ppi

ppi29

lbs

lbs

434.4

606.2

N

N

ODD # : TOP EVEN #: BOTTOM 180

Customer:PO:

Destination

Environmental Specialties9630 Nabors LandfillMountain Home, AR

2250 2,728


2400 3,164

N lbs250.8

N/mm


m

2250 2,411

Date:...................................................


45 54.001

f 475.1

12 20.77f 14.39

2400 2,617


ENGLISHMETRIC

feet23.0


.945



mm1.47

mm1.64 mil65


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.91 mil75

.27

2.40

10 in Cat. 1

400 437.6

45 58.758

CERTIFIED

97.672


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil58MIN:

MAX:

AVE:


9-11-08


Load 136.29


ONGOING


-0.26


2,570

2,891

17.58

456.4

56.380


psi

psi

166




ppi

ppi29

lbs

lbs

434.4

606.2

N

N


Customer:PO:

Destination


2250 2,728


2400 3,164

N lbs250.8

N/mm


m

2250 2,411

Date:...................................................


45 54.001

f 475.1

12 20.77f 14.39

2400 2,617


ENGLISHMETRIC

feet23.0


.945



mm1.53

mm1.69 mil67


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.95 mil77

.27

2.40

10 in Cat. 1

400 437.6

45 58.758

CERTIFIED

97.672


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil60MIN:

MAX:

AVE:


9-11-08


Load 136.29


ONGOING


-0.26


2,570

2,891

17.58

456.4

56.380


psi

psi

171




ppi

ppi30

lbs

lbs

434.4

606.2

N

N


Customer:PO:

Destination


2250 2,728


2400 3,098

N lbs242.9

N/mm


m

2250 2,463

Date:...................................................


45 52.916

f 506.0

12 19.78f 18.55

2400 3,101


ENGLISHMETRIC

feet23.0


.945



mm1.48

mm1.67 mil66


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.93 mil76

.27

2.41

10 in Cat. 1

400 448.1

45 56.309

CERTIFIED

107.53


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil58MIN:

MAX:

AVE:


9-11-08


Load 137.04


ONGOING


-0.26


2,467

3,100

19.17

477.1

54.613


psi

psi

162




ppi

ppi28

lbs

lbs

478.3

609.6

N

N


Customer:PO:

Destination


2250 2,470


2400 3,098

N lbs242.9

N/mm


m

2250 2,463

Date:...................................................


45 52.916

f 506.0

12 19.78f 18.55

2400 3,101


ENGLISHMETRIC

feet23.0


.945



mm1.53

mm1.71 mil67


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.98 mil78

.27

2.41

10 in Cat. 1

400 448.1

45 56.309

CERTIFIED

107.53


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil60MIN:

MAX:

AVE:


9-11-08


Load 137.04


ONGOING


-0.26


2,467

3,100

19.17

477.1

54.613


psi

psi

166




ppi

ppi29

lbs

lbs

478.3

609.6

N

N


Customer:PO:

Destination


2250 2,470


2400 3,098

N lbs242.9

N/mm


m

2250 2,463

Date:...................................................


45 52.916

f 506.0

12 19.78f 18.55

2400 3,101


ENGLISHMETRIC

feet23.0


.945



mm1.50

mm1.70 mil67


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.95 mil77

.27

2.41

10 in Cat. 1

400 448.1

45 56.309

CERTIFIED

107.53


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil59MIN:

MAX:

AVE:


9-11-08


Load 137.04


ONGOING


-0.26


2,467

3,100

19.17

477.1

54.613


psi

psi

165




ppi

ppi29

lbs

lbs

478.3

609.6

N

N


Customer:PO:

Destination


2250 2,470


2400 3,098

N lbs242.9

N/mm


m

2250 2,463

Date:...................................................


45 52.916

f 506.0

12 19.78f 18.55

2400 3,101


ENGLISHMETRIC

feet23.0


.945



mm1.45

mm1.66 mil65


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.94 mil76

.27

2.41

10 in Cat. 1

400 448.1

45 56.309

CERTIFIED

107.53


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil57MIN:

MAX:

AVE:


9-11-08


Load 137.04


ONGOING


-0.26


2,467

3,100

19.17

477.1

54.613


psi

psi

161




ppi

ppi28

lbs

lbs

478.3

609.6

N

N


Customer:PO:

Destination


2250 2,470


2400 3,098

N lbs242.9

N/mm


m

2250 2,463

Date:...................................................


45 52.916

f 506.0

12 19.78f 18.55

2400 3,101


ENGLISHMETRIC

feet23.0


.945



mm1.52

mm1.68 mil66


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.94 mil76

.27

2.41

10 in Cat. 1

400 448.1

45 56.309

CERTIFIED

107.53


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil60MIN:

MAX:

AVE:


9-11-08


Load 137.04


ONGOING


-0.26


2,467

3,100

19.17

477.1

54.613


psi

psi

163




ppi

ppi29

lbs

lbs

478.3

609.6

N

N


Customer:PO:

Destination


2250 2,470


2400 2,962

N lbs242.9

N/mm


m

2250 2,469

Date:...................................................


45 52.916

f 494.1

12 21.40f 15.80

2400 3,190


ENGLISHMETRIC

feet23.0


.945



mm1.51

mm1.65 mil65


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.87 mil74

.27

2.41

10 in Cat. 1

400 422.4

45 56.309

CERTIFIED

107.53


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil59MIN:

MAX:

AVE:


9-11-08


Load 137.04


ONGOING


-0.26


2,774

3,076

18.60

458.3

54.613


psi

psi

180




ppi

ppi32

lbs

lbs

478.3

609.6

N

N


Customer:PO:

Destination


2250 3,079


2400 2,962

N lbs242.9

N/mm


m

2250 2,469

Date:...................................................


45 52.916

f 494.1

12 21.40f 15.80

2400 3,190


ENGLISHMETRIC

feet23.0


.945



mm1.52

mm1.64 mil65


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.87 mil74

.27

2.41

10 in Cat. 1

400 422.4

45 56.309

CERTIFIED

107.53


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil60MIN:

MAX:

AVE:


9-11-08


Load 137.04


ONGOING


-0.26


2,774

3,076

18.60

458.3

54.613


psi

psi

179




ppi

ppi31

lbs

lbs

478.3

609.6

N

N


Customer:PO:

Destination


2250 3,079


2400 2,962

N lbs242.9

N/mm


m

2250 2,469

Date:...................................................


45 52.916

f 494.1

12 21.40f 15.80

2400 3,190


ENGLISHMETRIC

feet23.0


.951



mm1.45

mm1.68 mil66


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.99 mil78

.21

2.41

10 in Cat. 1

400 422.4

45 56.309

CERTIFIED

107.53


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil57MIN:

MAX:

AVE:


9-11-08


Load 137.04


ONGOING


-0.18


2,774

3,076

18.60

458.3

54.613


psi

psi

183




ppi

ppi32

lbs

lbs

478.3

609.6

N

N


Customer:PO:

Destination


2250 3,079


2400 2,962

N lbs242.9

N/mm


m

2250 2,469

Date:...................................................


45 52.916

f 494.1

12 21.40f 15.80

2400 3,190


ENGLISHMETRIC

feet23.0


.951



mm1.49

mm1.69 mil67


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.94 mil76

.21

2.41

10 in Cat. 1

400 422.4

45 56.309

CERTIFIED

107.53


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil59MIN:

MAX:

AVE:


9-11-08


Load 137.04


ONGOING


-0.18


2,774

3,076

18.60

458.3

54.613


psi

psi

185




ppi

ppi32

lbs

lbs

478.3

609.6

N

N


Customer:PO:

Destination


2250 3,079


2400 2,962

N lbs242.9

N/mm


m

2250 2,469

Date:...................................................


45 52.916

f 494.1

12 21.40f 15.80

2400 3,190


ENGLISHMETRIC

feet23.0


.951



mm1.51

mm1.69 mil67


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.95 mil77

.21

2.41

10 in Cat. 1

400 422.4

45 56.309

CERTIFIED

107.53


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil59MIN:

MAX:

AVE:


9-11-08


Load 137.04


ONGOING


-0.18


2,774

3,076

18.60

458.3

54.613


psi

psi

185




ppi

ppi32

lbs

lbs

478.3

609.6

N

N


Customer:PO:

Destination


2250 3,079


2400 3,392

N lbs234.7

N/mm


m

2250 2,653

Date:...................................................


45 47.160

f 511.4

12 22.38f 14.18

2400 4,095


ENGLISHMETRIC

feet23.0


.951



mm1.46

mm1.64 mil65


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.93 mil76

.21

2.41

10 in Cat. 1

400 415.3

45 58.379

CERTIFIED

105.51


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil57MIN:

MAX:

AVE:


9-11-08


Load 144.72


ONGOING


-0.18


3,309

3,744

18.28

463.4

52.769


psi

psi

214




ppi

ppi37

lbs

lbs

469.3

643.7

N

N


Customer:PO:

Destination


2250 3,965


2400 3,392

N lbs234.7

N/mm


m

2250 2,653

Date:...................................................


45 47.160

f 511.4

12 22.38f 14.18

2400 4,095


ENGLISHMETRIC

feet23.0


.951



mm1.48

mm1.64 mil65


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.90 mil75

.21

2.41

10 in Cat. 1

400 415.3

45 58.379

CERTIFIED

105.51


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil58MIN:

MAX:

AVE:


9-11-08


Load 144.72


ONGOING


-0.18


3,309

3,744

18.28

463.4

52.769


psi

psi

214




ppi

ppi37

lbs

lbs

469.3

643.7

N

N


Customer:PO:

Destination


2250 3,965


2400 3,392

N lbs234.7

N/mm


m

2250 2,653

Date:...................................................


45 47.160

f 511.4

12 22.38f 14.18

2400 4,095


ENGLISHMETRIC

feet23.0


.951



mm1.52

mm1.65 mil65


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.87 mil74

.21

2.41

10 in Cat. 1

400 415.3

45 58.379

CERTIFIED

105.51


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil60MIN:

MAX:

AVE:


9-11-08


Load 144.72


ONGOING


-0.18


3,309

3,744

18.28

463.4

52.769


psi

psi

215




ppi

ppi38

lbs

lbs

469.3

643.7

N

N


Customer:PO:

Destination


2250 3,965


2400 3,392

N lbs234.7

N/mm


m

2250 2,653

Date:...................................................


45 47.160

f 511.4

12 22.38f 14.18

2400 4,095


ENGLISHMETRIC

feet23.0


.951



mm1.46

mm1.66 mil65


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.93 mil76

.21

2.41

10 in Cat. 1

400 415.3

45 58.379

CERTIFIED

105.51


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil57MIN:

MAX:

AVE:


9-11-08


Load 144.72


ONGOING


-0.18


3,309

3,744

18.28

463.4

52.769


psi

psi

216




ppi

ppi38

lbs

lbs

469.3

643.7

N

N


Customer:PO:

Destination


2250 3,965


2400 3,392

N lbs234.7

N/mm


m

2250 2,653

Date:...................................................


45 47.160

f 511.4

12 22.38f 14.18

2400 4,095


ENGLISHMETRIC

feet23.0


.951



mm1.44

mm1.63 mil64


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.94 mil76

.21

2.41

10 in Cat. 1

400 415.3

45 58.379

CERTIFIED

105.51


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil57MIN:

MAX:

AVE:


9-11-08


Load 144.72


ONGOING


-0.18


3,309

3,744

18.28

463.4

52.769


psi

psi

212




ppi

ppi37

lbs

lbs

469.3

643.7

N

N


Customer:PO:

Destination


2250 3,965


2400 3,045

N lbs226.2

N/mm


m

2250 2,322

Date:...................................................


45 47.885

f 452.0

12 19.98f 15.00

2400 2,565


ENGLISHMETRIC

feet23.0


.951



mm1.47

mm1.64 mil65


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.94 mil76

.21

2.44

10 in Cat. 1

400 442.1

45 53.821

CERTIFIED

91.370


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil58MIN:

MAX:

AVE:


9-12-08


Load 136.00


ONGOING


-0.18


2,554

2,805

17.49

447.1

50.853


psi

psi

165




ppi

ppi29

lbs

lbs

406.4

605.0

N

N


Customer:PO:

Destination


2250 2,786


2400 3,045

N lbs226.2

N/mm


m

2250 2,322

Date:...................................................


45 47.885

f 452.0

12 19.98f 15.00

2400 2,565


ENGLISHMETRIC

feet23.0


.951



mm1.48

mm1.63 mil64


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.90 mil75

.21

2.44

10 in Cat. 1

400 442.1

45 53.821

CERTIFIED

91.370


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil58MIN:

MAX:

AVE:


9-12-08


Load 136.00


ONGOING


-0.18


2,554

2,805

17.49

447.1

50.853


psi

psi

164




ppi

ppi29

lbs

lbs

406.4

605.0

N

N


Customer:PO:

Destination


2250 2,786


2400 3,045

N lbs226.2

N/mm


m

2250 2,322

Date:...................................................


45 47.885

f 452.0

12 19.98f 15.00

2400 2,565


ENGLISHMETRIC

feet23.0


.951



mm1.48

mm1.67 mil66


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.90 mil75

.21

2.44

10 in Cat. 1

400 442.1

45 53.821

CERTIFIED

91.370


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil58MIN:

MAX:

AVE:


9-12-08


Load 136.00


ONGOING


-0.18


2,554

2,805

17.49

447.1

50.853


psi

psi

168




ppi

ppi29

lbs

lbs

406.4

605.0

N

N


Customer:PO:

Destination


2250 2,786


2400 3,045

N lbs226.2

N/mm


m

2250 2,322

Date:...................................................


45 47.885

f 452.0

12 19.98f 15.00

2400 2,565


ENGLISHMETRIC

feet23.0


.943



mm1.44

mm1.62 mil64


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.88 mil74

.25

2.44

10 in Cat. 1

400 442.1

45 53.821

CERTIFIED

91.370


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil57MIN:

MAX:

AVE:


9-12-08


Load 136.00


ONGOING


-0.31


2,554

2,805

17.49

447.1

50.853


psi

psi

163




ppi

ppi29

lbs

lbs

406.4

605.0

N

N


Customer:PO:

Destination


2250 2,786


2400 3,045

N lbs226.2

N/mm


m

2250 2,322

Date:...................................................


45 47.885

f 452.0

12 19.98f 15.00

2400 2,565


ENGLISHMETRIC

feet23.0


.943



mm1.44

mm1.64 mil65


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.84 mil72

.25

2.44

10 in Cat. 1

400 442.1

45 53.821

CERTIFIED

91.370


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil57MIN:

MAX:

AVE:


9-12-08


Load 136.00


ONGOING


-0.31


2,554

2,805

17.49

447.1

50.853


psi

psi

165




ppi

ppi29

lbs

lbs

406.4

605.0

N

N


Customer:PO:

Destination


2250 2,786


2400 3,104

N lbs232.8

N/mm


m

2250 2,359

Date:...................................................


45 48.025

f 579.4

12 19.91f 14.59

2400 2,992


ENGLISHMETRIC

feet23.0


.943



mm1.49

mm1.68 mil66


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.99 mil78

.25

2.46

10 in Cat. 1

400 458.3

45 56.651

CERTIFIED

90.105


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil59MIN:

MAX:

AVE:


9-12-08


Load 126.15


ONGOING


-0.31


2,456

3,048

17.25

518.9

52.338


psi

psi

162




ppi

ppi28

lbs

lbs

400.8

561.2

N

N


Customer:PO:

Destination


2250 2,553


2400 3,104

N lbs232.8

N/mm


m

2250 2,359

Date:...................................................


45 48.025

f 579.4

12 19.91f 14.59

2400 2,992


ENGLISHMETRIC

feet23.0


.943



mm1.50

mm1.69 mil67


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.96 mil77

.25

2.46

10 in Cat. 1

400 458.3

45 56.651

CERTIFIED

90.105


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil59MIN:

MAX:

AVE:


9-12-08


Load 126.15


ONGOING


-0.31


2,456

3,048

17.25

518.9

52.338


psi

psi

163




ppi

ppi29

lbs

lbs

400.8

561.2

N

N


Customer:PO:

Destination


2250 2,553


2400 3,104

N lbs232.8

N/mm


m

2250 2,359

Date:...................................................


45 48.025

f 579.4

12 19.91f 14.59

2400 2,992


ENGLISHMETRIC

feet23.0


.943



mm1.47

mm1.66 mil65


1.5 mm 60 mil

m;7.00125 feet410.1

mm2.00 mil79

.25

2.46

10 in Cat. 1

400 458.3

45 56.651

CERTIFIED

90.105


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil58MIN:

MAX:

AVE:


9-12-08


Load 126.15


ONGOING


-0.31


2,456

3,048

17.25

518.9

52.338


psi

psi

161




ppi

ppi28

lbs

lbs

400.8

561.2

N

N


Customer:PO:

Destination


2250 2,553


2400 3,104

N lbs232.8

N/mm


m

2250 2,359

Date:...................................................


45 48.025

f 579.4

12 19.91f 14.59

2400 2,992


ENGLISHMETRIC

feet23.0


.943



mm1.49

mm1.66 mil65


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.88 mil74

.25

2.46

10 in Cat. 1

400 458.3

45 56.651

CERTIFIED

90.105


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil59MIN:

MAX:

AVE:


9-12-08


Load 126.15


ONGOING


-0.31


2,456

3,048

17.25

518.9

52.338


psi

psi

161




ppi

ppi28

lbs

lbs

400.8

561.2

N

N


Customer:PO:

Destination


2250 2,553


2400 3,104

N lbs232.8

N/mm


m

2250 2,359

Date:...................................................


45 48.025

f 579.4

12 19.91f 14.59

2400 2,992


ENGLISHMETRIC

feet23.0


.943



mm1.50

mm1.68 mil66


1.5 mm 60 mil

m;7.00125 feet410.1

mm1.93 mil76

.25

2.46

10 in Cat. 1

400 458.3

45 56.651

CERTIFIED

90.105


Load



Category

Range %


Density g/cc


ESCRASTM D1693






TESTRESULTS

mil59MIN:

MAX:

AVE:


9-12-08


Load 126.15


ONGOING


-0.31


2,456

3,048

17.25

518.9

52.338


psi

psi

162




ppi

ppi28

lbs

lbs

400.8

561.2

N

N


Customer:PO:

Destination


2250 2,553

Product:MARLEX POLYETHYLENE K307 BULK

Lot Number: 8180824 ____________________________________________________________________________

Property Test Method Value Unit____________________________________________________________________________

Melt Index ASTM D1238 0.270 g/10miHLMI Flow Rate ASTM D1238 21.00 g/10miDensity ASTM D1505 0.9370 g/cm3Pellet Count P02.08.03 30.000 pel/gProduction Date 08/04/2008____________________________________________________________________________

The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP.However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumesall risk and liability in connection therewith.

Troy GriffinQuality Systems Coordinator

For CoA questions contact Tom Scheirman at 832-813-4637

AGRU AMERICA INC500 GARRISON RDGEORGETOWN SC 29440USA

Recipient: PALMERFax:

CoA Date: 08/06/2008

CPC Delivery #: 87711360

Page 1 of 1

PO #: 004792 Weight: 171200 LBShip Date: 08/06/2008Package: BULKMode: Hopper CarCar #: PSPX007132Seal No: 268293

Shipped To:

Certificate of Analysis


Lot Number: 8180853 ____________________________________________________________________________








CoA Date: 08/13/2008


Page 1 of 1

PO #: 004792 Weight: 156300 LBShip Date: 08/13/2008Package: BULKMode: Hopper CarCar #: CHVX898509Seal No: 268543

Shipped To:



Lot Number: 7181027 ____________________________________________________________________________








CoA Date: 08/14/2008


Page 1 of 1

PO #: 004792 Weight: 195100 LBShip Date: 08/14/2008Package: BULKMode: Hopper CarCar #: CHVX898252Seal No: 266754

Shipped To:




September 22, 2008 David McCormick GENESIS /TERRACON 11400 W. Baseline Rd. Little Rock, AR 72209 RE: Nabors Lf Dear Mr. McCormick: Thank you for consulting Precision Geosynthetic Laboratories for your material testing needs. Enclosed is the final laboratory report for the testing of three (3) 60 mil HDPE Microspike Geomembrane samples received on September 16, 2008. It shall be noted that the samples tested are believed to be true representatives of the material produced under the designation herein stated. In addition, the attached laboratory tests results are considered indicative only of the quality of samples/specimens that were actually tested. The appropriate tests methods hereby employed are based on the current and accepted industry practices. Precision Geosynthetic Laboratories neither accepts responsibility for nor makes claims to the intended final use and purpose of the material. By accepting the data and results presented on this report, the Client agrees to limit the liability of Precision Geosynthetic Laboratories from Client and all other parties for claims arising out of the use of this data to the cost for the respective tests presented in this report; and the Client agrees to indemnify and hold harmless Precision Geosynthetic Laboratories from and against all liabilities in excess of the aforementioned limit. The test data and all associated project information shall be held confidential and not to be reproduced and/or disclosed to other parties except in full and with prior written approval from pertinent entity duly authorized by the respective client or from the client itself. It is a policy of the company to keep physical records of each job for two (2) years commencing from the date of receipt of the samples and keep its corresponding electronic file for seven (7) years. Failed seam samples are kept for two (2) years and good seam samples are disposed of after two (2) weeks. Similarly, retained conformance samples are disposed of after one (1) month. On the other hand, should you need us to keep them at longer time, please advise us in writing. Should you have any questions or if we may be of further service to you, please do not hesitate to contact us at telephone number: 800-522-4599. Sincerely, PRECISION GEOSYNTHETIC LABORATORIES







MATERIAL DESCRIPTION: 60 mil HDPE Microspike Geomembrane SAMPLED BY: PGL @ Agru, SC DATE RECEIVED: September 16, 2008 DATE REPORTED: September 22, 2008 SAMPLE IDENTIFICATIONS: SAMPLE ID PRECISION CONTROL NUMBER

R#337338.08 L#8180824 51110 R#337448.08 L#8180853 51111 R#337559.08 L#7181027 51112

TESTS REQUIRED: TEST METHOD DESCRIPTION ASTM D5994 Thickness ASTM D5596 Carbon Black Dispersion ASTM D1505 Density ASTM D6693 Tensile Dog Bone ASTM D1004 Tear Resistance ASTM D1603 Carbon Content ASTM D4833 Puncture Resistance TEST CONDITIONS: The samples were conditioned for a minimum one hour in the laboratory at 22 + 2oC (71.6 + 3.6oF) and at 60 + 10% relative humidity prior to test. TEST RESULTS: The test results are summarized in Tables 1 to 3. The units in which the data are reported are included on these tables. PRECISION GEOSYNTHETIC LABORATORIES


09/20/2008


CLIENT: GENESIS/TERRACONPROJECT: Nabors Lf Cell 2


Client Sample ID: R#337338.08 L#8180824 PGL Control No.:Material Description: 60 mil HDPE Microspike Geomembrane


METHOD DESCRIPTIONASTM D5994 Thickness (mils)

Apparatus: Dead-weight dial micrometer with gauge points tapered at an angle of 60o +/- 2 to the horizontal with the tip rounded to a radius of 0.8+/-0.1 mm(0.031+/-0.004 in), with a specified force of 0.56+/-0.05 N (2+/-0.2 oz) Loading Time: 5 sec Specimen Size: 4" x 4" 60 avg

61 61 61 61 61 62 60 61 61 61 61 0 60 62 57 minASTM D1505 Density (grams/ cm.3)

0.947 0.947 0.947 0.947 0.000 0.947 0.947 0.940 minASTM D6693 Tensile Properties:

Test Specimens: Type IV, Width of narrow section:0.25in, Length of narrow section:1.3in, Width Overall:0.75in, Length Overall: 4.5in Conditioning: Conducted test in standard laboratory atmosphere of 23+/-20 C (73.4+/-3.6 0 F, and 50+/-5% relative humidity. Rate of Separation: 2"/min (HDPE) 2"/min (VLDPE/LLDPE)

Tensile Strength at Yield (lbs/ in.-width)MD 156 158 162 159 189 165 14 156 189TD 171 167 169 211 171 178 19 167 211

Tensile Strength at Break (lbs/ in.- width)MD 223 182 207 177 224 203 22 177 224TD 188 162 197 248 196 198 32 162 248

Elongation at Yield (percent)MD 22 23 24 23 23 23 1 22 24TD 20 20 19 19 18 19 1 18 20

Elongation at Break (percent) Gauge Length = 2.0 in. (GRI-GM13 Mod)MD 400 419 404 448 407 415 19 400 448TD 535 433 455 619 565 521 77 433 619

ASTM D1004 Tear Resistance (lbs)Die C Machine: Tensile machine equipped with constant rate of extension and chart recorder.

MD 64 62 62 67 72 65 65 70 66 62 65 3 62 72 42TD 59 55 58 60 58 64 58 58 63 60 59 3 55 64

ASTM D4833 Puncture Resistance (lbs) Specimens were tested as directed in Test Method D4833. They were clamped without tension between circular plates of a ring clamp attachment secured in the tensile machine. Test specimens extended to or beyond the outer edges of the clamping plates.

140 142 142 140 142 140 142 142 141 140 141 1 140 143 90142 143 142 142 142

G08121951110

___________________MD - MACHINE DIRECTIONTD - TRANSVERSE DIRECTIONDC#1987 Record #268 Precision Geosynthetic Laboratories






METHOD DESCRIPTION

G08121951110

ASTM D1603 Carbon Black Content (percent)2.45 2.42 2.44 0.02 2.42 2.45 2-3

ASTM D5596 Carbon Black Dispersion (category rating per reference chart PCN: 12-455960-38)1 1 1 1 1 1 1 1 1 1 1 N/A 1 or 2

















MD 64 70 70 66 63 66 71 72 69 59 67 4 59 72 42TD 59 63 53 57 59 60 66 55 59 53 58 4 53 66


138 142 142 140 142 142 138 142 142 140 141 1 138 142 90142 142 142 142 140

G08121951111







METHOD DESCRIPTION

G08121951111



















MD 65 70 67 67 65 69 67 69 69 68 68 2 65 70 42TD 58 59 63 58 61 62 68 57 60 59 61 3 57 68


138 142 142 140 142 142 142 138 140 142 141 1 138 143 90142 140 142 143 142

G08121951112







METHOD DESCRIPTION

G08121951112






October 1, 2008 David McCormick GENESIS /TERRACON 11400 W. Baseline Rd. Little Rock, AR 72209 RE: Nabors Lf Cell 2 Dear Mr. McCormick: Thank you for consulting Precision Geosynthetic Laboratories for your material testing needs. Enclosed is the final laboratory report for the testing of one (1) 60 mil HDPE Microspike Geomembrane sample received on September 24, 2008. It shall be noted that the sample tested is believed to be a true representative of the material produced under the designation herein stated. In addition, the attached laboratory tests results are considered indicative only of the quality of samples/specimens that were actually tested. The appropriate tests methods hereby employed are based on the current and accepted industry practices. Precision Geosynthetic Laboratories neither accepts responsibility for nor makes claims to the intended final use and purpose of the material. By accepting the data and results presented on this report, the Client agrees to limit the liability of Precision Geosynthetic Laboratories from Client and all other parties for claims arising out of the use of this data to the cost for the respective tests presented in this report; and the Client agrees to indemnify and hold harmless Precision Geosynthetic Laboratories from and against all liabilities in excess of the aforementioned limit. The test data and all associated project information shall be held confidential and not to be reproduced and/or disclosed to other parties except in full and with prior written approval from pertinent entity duly authorized by the respective client or from the client itself. It is a policy of the company to keep physical records of each job for two (2) years commencing from the date of receipt of the samples and keep its corresponding electronic file for seven (7) years. Failed seam samples are kept for two (2) years and good seam samples are disposed of after two (2) weeks. Similarly, retained conformance samples are disposed of after one (1) month. On the other hand, should you need us to keep them at longer time, please advise us in writing. Should you have any questions or if we may be of further service to you, please do not hesitate to contact us at telephone number: 800-522-4599. Sincerely, PRECISION GEOSYNTHETIC LABORATORIES





PROJECT NAME: Nabors Lf Cell 2


MATERIAL DESCRIPTION: 60 mil HDPE Microspike Geomembrane SAMPLED BY: PGL @ Agru, SC DATE RECEIVED: September 24, 2008 DATE REPORTED: October 1, 2008 SAMPLE IDENTIFICATIONS: SAMPLE ID PRECISION CONTROL NUMBER

R#337453.08 L#8180853 51491

TESTS REQUIRED: TEST METHOD DESCRIPTION ASTM D5994 Thickness ASTM D5596 Carbon Black Dispersion ASTM D1505 Density ASTM D6693 Tensile Dog Bone ASTM D1004 Tear Resistance ASTM D1603 Carbon Content ASTM D4833 Puncture Resistance TEST CONDITIONS: The sample was conditioned for a minimum one hour in the laboratory at 22 + 2oC (71.6 + 3.6oF) and at 60 + 10% relative humidity prior to test. TEST RESULTS: The test results are summarized in Table 1. The units in which the data are reported are included on this table. PRECISION GEOSYNTHETIC LABORATORIES


10/1/2008









0.9466 0.9466 0.9466 0.9466 0.0000 0.9466 0.9466 0.940 minASTM D6693 Tensile Properties:Type IV Test Specimens: Type IV, Width of narrow section:0.25in, Length of narrow section:1.3in, Width Overall:0.75in,

Length Overall: 4.5in Conditioning: Conducted test in standard laboratory atmosphere of 23+/-20 C (73.4+/-3.6 0 F, and 50+/-5% relative humidity. Rate of Separation: 2"/min (HDPE) 2"/min (VLDPE/LLDPE)




Elongation at Break (percent) Gauge Length = 2.0 in. MD 256 337 257 376 373 320 60 256 376TD 224 274 553 506 431 397 143 224 553


MD 55 66 74 60 62 57 57 65 60 63 62 5 55 74 42TD 60 52 50 63 58 57 60 66 57 58 58 5 50 66


141 142 139 138 142 142 142 140 142 138 141 1 138 142 90142 142 142 142 141

G08132551491







METHOD DESCRIPTION

G08132551491






November 29, 2006 David McCormick GENESIS / TERRACON 11400 West Baseline Road Little Rock, AR 72209 Dear Mr. McCormick: RE: Nabors Lf Area 1-3 Cell 1 Construction Thank you for consulting Precision Geosynthetic Laboratories for your material testing needs. Enclosed is the final laboratory report for the testing of four (4) 60 mil HDPE Textured Geomembrane samples received on November 27, 2006. It should be noted that the test specimen and test sample used for this report was believed to be representative of the material produced under the designation herein stated. However, these results are indicative of only the specimens that were actually tested. The testing herein is based upon accepted industry practice as well as the test method listed. Precision Geosynthetic Laboratories neither accepts responsibility for nor makes claims to the final use and purpose of the material. By accepting the data and results represented on this report, Client agrees to limit the liability of Precision Geosynthetic Laboratories from Client and all other parties for claims arising out of the use of this data to the cost for the respective test(s) represented in this report, and Client agrees to indemnify and hold harmless Precision Geosynthetic Laboratories from and against all liability in excess of the aforementioned limit. The test data and all associated project information shall be held in confidence, not to be reproduced except in full and disclosed to other parties with the authorization of the client. It is a company policy to keep the physical records of each job for 2 years since the receipt of the samples and keep the electronic file for 7 years. Failed seam samples are kept for 7 years; good seam samples are disposed after 2 weeks and conformance samples are disposed after 1 month. Should you need us to keep them longer, please advise us in writing. If you have any questions or if we may be of further service, please do not hesitate to call at 800-522-4599. Sincerely, PRECISION GEOSYNTHETIC LABORATORIES

Maria Espitia Cora B. Queja Quality Assurance Vice President Enclosure: (Job No. G061356)



CLIENT: GENESIS / TERRACON

PROJECT: Nabors Lf Area 1-3 Cell 1 Construction


MATERIAL DESCRIPTION: 60 mil HDPE Textured Geomembrane SAMPLED BY: PGL @ Poly-Flex, TX DATE RECEIVED: November 27, 2006 DATE REPORTED: November 29, 2006 SAMPLE IDENTIFICATIONS: SAMPLE ID PRECISION CONTROL NUMBER GR-6-06-0786-5 Blend#8261301 30184 GR-6-06-0792-5 Blend#8261301 30185 GR-6-06-0801-5 Blend#8261301 30186 GR-6-06-0811-5 Blend#8261301 30187 TESTS REQUIRED: TEST METHOD DESCRIPTION ASTM D1505 Density ASTM D1603 Carbon Black Content ASTM D5596 Carbon Black Dispersion ASTM D5994 Core Thickness ASTM D638 Tensile Strength (Type IV) ASTM D1004 Tear Resistance TEST CONDITIONS: The samples were conditioned for a minimum one hour in the laboratory at 22 + 2oC (71.6 + 3.6oF) and at 60 + 10% relative humidity prior to test. TEST RESULTS: The test results are summarized in Tables 1 to 4. The units in which the data are reported are included on these tables. PRECISION GEOSYNTHETIC LABORATORIES

Maria Espitia Cora B. Queja Quality Assurance Vice President


CLIENT: GENESIS/TERRACONPROJECT: Nabors Lf Area 1-3 Cell 1 Construction


Client Sample ID: GR-6-06-0786-5 Blend#8261301 PGL Control No.:Material Description: 60mil HDPE Textured Geomembrane


METHOD DESCRIPTION MARVASTM D5994 Thickness (mils)

Apparatus: Dead-weight dial micrometer with gauge points tapered at an angle of 60o +/- 2 to the horizontal with the tip rounded to a radius of 0.8+/-0.1 mm(0.031+/-0.004 in), with a specified force of 0.56+/-0.05 N (2+/-0.2 oz) Loading Time: 5 sec Specimen Size: 4" x 4"

60 61 61 61 61 61 61 61 62 61 61 0 60 62ASTM D1505 Density (grams/ cm.3)

0.9513 0.9513 0.9513 0.9513 0.0000 0.9513 0.9513 0.94ASTM D638 Tensile Properties:Type IV Test Specimens: Type IV, Width of narrow section:0.25in, Length of narrow section:1.3in, Width Overall:0.75in,


Tensile Strength at Yield (lbs/ in.-width)MD 167 164 172 162 167 166 4 162 172 126TD 159 169 158 162 164 162 4 158 169

Tensile Strength at Break (lbs/ in.- width)MD 145 209 196 175 150 175 28 145 209 90TD 179 133 187 166 186 170 23 133 187

Elongation at Yield (percent)MD 18 18 18 17 18 18 0 17 18 12TD 17 16 18 17 16 17 1 16 18

Elongation at Break (percent) Gauge Length = 2.0 in. (GRI-GM13 Mod)MD 391 578 486 450 384 458 80 384 578 100TD 523 221 563 455 545 461 140 221 563


MD 53 52 52 54 52 51 54 54 53 53 53 1 51 54 42TD 52 54 53 52 54 50 51 55 50 53 52 2 50 55

ASTM D1603 Carbon Black Content (percent)2.55 2.68 2.62 0.09 2.55 2.68 2.0

ASTM D5596 Carbon Black Dispersion (category rating per reference chart PCN: 12-455960-38)1 1 1 1 1 1 1 1 1 1 1 N/A

G06135630184

















MD 52 48 52 51 51 52 49 48 52 49 50 2 48 52 42TD 48 49 52 50 53 51 50 51 53 52 51 2 48 53



G06135630185

















MD 48 49 51 56 51 51 52 51 51 50 51 2 48 56 42TD 52 52 52 53 53 49 48 49 52 51 51 2 48 53



G06135630186

















MD 54 53 54 52 52 52 55 53 47 52 52 2 47 55 42TD 51 47 49 54 48 54 49 48 48 50 50 3 47 54



G06135630187



APPENDIX F Geocomposite Material


SECTION 1 INVENTORY

MANUFACTURING QA IN-PLANT SAMPLING/INSPECTION REPORT

Project Name: Nabors Lf TYPE OF MQA: LEVEL (2) QA by:

Material: DS Geocomposite (TN-220-2-6) SAMPLING FREQUENCY: 1/100,000 sq.ft. (whichever is greater)

Manufacturer: SKAPSLocation: GA Rec 244, DC # 1972

No. Product Code.Length

ft. Width

ft.Area

ft2 Date

ManufacturedSampled

byDate

SampledDate

ReceivedReference Job No/Control No

1 TN220-2-6 N/A N/A 3500 N/A TP 7/23/2008 7/25/2008 G080843 C#48793

2 TN220-2-6 N/A N/A 3500 N/A

3 TN220-2-6 N/A N/A 3500 N/A

4 TN220-2-6 N/A N/A 3500 N/A

5 TN220-2-6 N/A N/A 3500 N/A

6 TN220-2-6 N/A N/A 3500 N/A

7 TN220-2-6 N/A N/A 3500 N/A

8 TN220-2-6 N/A N/A 3500 N/A

9 TN220-2-6 N/A N/A 3500 N/A

10 TN220-2-6 N/A N/A 3500 N/A

11 TN220-2-6 N/A N/A 3500 N/A

12 TN220-2-6 N/A N/A 3500 N/A

13 TN220-2-6 N/A N/A 3500 N/A

14 TN220-2-6 N/A N/A 3500 N/A

15 TN220-2-6 N/A N/A 3500 N/A

16 TN220-2-6 N/A N/A 3500 N/A

17 TN220-2-6 N/A N/A 3500 N/A

18 TN220-2-6 N/A N/A 3500 N/A

19 TN220-2-6 N/A N/A 3500 N/A

20 TN220-2-6 N/A N/A 3500 N/A

21 TN220-2-6 N/A N/A 3500 N/A

22 TN220-2-6 N/A N/A 3500 N/A

23 TN220-2-6 N/A N/A 3500 N/A

24 TN220-2-6 N/A N/A 3500 N/A

25 TN220-2-6 N/A N/A 3500 N/A

26 TN220-2-6 N/A N/A 3500 N/A

287110023

287110024

287110025

287110026

287110019

287110020

287110021

287110022

287110015

287110016

287110017

287110018

287110011

287110012

287110013

287110014

287110007

287110008

287110009

287110010

Roll #

287110001

287110002

287110003

287110004

287110005

287110006

Precision Geosynthetic Laboratories 1160 North Gilbert Street, Anaheim, CA 92801






ft. Width

ft.Area

ft2 Date

ManufacturedSampled

byDate

SampledDate

ReceivedReference Job No/Control NoRoll #

27 TN220-2-6 N/A N/A 3500 N/A

28 TN220-2-6 N/A N/A 3500 N/A

29 TN220-2-6 N/A N/A 3500 N/A TP 7/23/2008 7/25/2008 G080843 C#48795

30 TN220-2-6 N/A N/A 3500 N/A

31 TN220-2-6 N/A N/A 3500 N/A

32 TN220-2-6 N/A N/A 3500 N/A

33 TN220-2-6 N/A N/A 3500 N/A

34 TN220-2-6 N/A N/A 3500 N/A

35 TN220-2-6 N/A N/A 3500 N/A

36 TN220-2-6 N/A N/A 3500 N/A

37 TN220-2-6 N/A N/A 3500 N/A

38 TN220-2-6 N/A N/A 3500 N/A

39 TN220-2-6 N/A N/A 3500 N/A

40 TN220-2-6 N/A N/A 3500 N/A

41 TN220-2-6 N/A N/A 3500 N/A

42 TN220-2-6 N/A N/A 3500 N/A

43 TN220-2-6 N/A N/A 3500 N/A

44 TN220-2-6 N/A N/A 3500 N/A

45 TN220-2-6 N/A N/A 3500 N/A

46 TN220-2-6 N/A N/A 3500 N/A

47 TN220-2-6 N/A N/A 3500 N/A

48 TN220-2-6 N/A N/A 3500 N/A

49 TN220-2-6 N/A N/A 3500 N/A

50 TN220-2-6 N/A N/A 3500 N/A

51 TN220-2-6 N/A N/A 3500 N/A

52 TN220-2-6 N/A N/A 3500 N/A

287110051

287110052

287110047

287110048

287110049

287110050

287110043

287110044

287110045

287110046

287110039

287110040

287110041

287110042

287110035

287110036

287110037

287110038

287110031

287110032

287110033

287110034

287110027

287110028

287110029

287110030







ft. Width

ft.Area

ft2 Date

ManufacturedSampled

byDate

SampledDate

ReceivedReference Job No/Control NoRoll #

53 TN220-2-6 N/A N/A 3500 N/A

54 TN220-2-6 N/A N/A 3500 N/A

55 TN220-2-6 N/A N/A 3500 N/A

56 TN220-2-6 N/A N/A 3500 N/A

57 TN220-2-6 N/A N/A 3500 N/A TP 7/23/2008 7/25/2008 G080843 C#48797

58 TN220-2-6 N/A N/A 3500 N/A

59 TN220-2-6 N/A N/A 3500 N/A

60 TN220-2-6 N/A N/A 3500 N/A

61 TN220-2-6 N/A N/A 3500 N/A

62 TN220-2-6 N/A N/A 3500 N/A

63 TN220-2-6 N/A N/A 3500 N/A

64 TN220-2-6 N/A N/A 3500 N/A

65 TN220-2-6 N/A N/A 3500 N/A

66 TN220-2-6 N/A N/A 3500 N/A

67 TN220-2-6 N/A N/A 3500 N/A

68 TN220-2-6 N/A N/A 3500 N/A

69 TN220-2-6 N/A N/A 3500 N/A

70 TN220-2-6 N/A N/A 3500 N/A

71 TN220-2-6 N/A N/A 3500 N/A

72 TN220-2-6 N/A N/A 3500 N/A

252,000TOTAL ft 2 =

287110071

287110072

287110067

287110068

287110069

287110070

287110063

287110064

287110065

287110066

287110059

287110060

287110061

287110062

287110055

287110056

287110057

287110058

287110053

287110054


August 28, 2008Environmental Specialties7943 Pecue Lane, Suite ABaton Rouge, LA 70809

Ref. : Nabors Landfill, AR Customer P.O. # 9629 Transnet 220-2-6

Property Test Method Unit Required Value QualifierGeonet4

Mass per Unit Area ASTM D 5261 lbs/ft2 0.16 MinimumThickness ASTM D 5199 mil 220 + 20 RangeCarbon Black ASTM D 4218 % 2-3 RangeTensile Strength ASTM D 5035 lbs/in 40 MinimumMelt Flow ASTM D 12383 g/10 min 1.0 MaximumDensity ASTM D 1505 g/cm3 0.94 MinimumTransmissivity1 ASTM D 4716 m2/sec 1.5 x 10-3 MinimumComposite Ply Adhesion GRI GC7 lb/in 2.0 MARV6

Transmissivity2 ASTM D 4716 m2/sec 5.0 x 10-5 MARVGeotextile4 & 5

Fabric Weight ASTM D 5261 oz/yd2 6.0 MARVGrab Strength ASTM D 4632 lbs 160 MARVThickness ASTM D 5199 mils 75 MARVTear Strength ASTM D 4533 lbs 80 MARVPuncture Resistance ASTM D 4833 lbs 95 MARVWater Flow Rate ASTM D 4491 gpm/ft2 110 MARVPermittivity ASTM D 4491 sec-1 1.63 MARVPermeability ASTM D 4491 cm/sec 0.48 MARVAOS ASTM D 4751 US Sieve 70 MARVUV Resistance ASTM D 4355 %/hrs 70/500 MARVNotes:

1

2

3 Condition 190/2.164 Geotextile and Geonet properties are prior to lamination.5 Geotextile data is provided by the supplier.6

Sincerely,

Nilay PatelNilay PatelQA Manager

MARV is statistically defined as mean minus two standard deviations and it is the value which is exceeded by 97.5% of all the test data.

Products, Inc.Engineered Synthetic

We certify that the Transnet 220-2-6 drainage composite, meets the project requirements as stated in thespecifications. The properties listed in this section are:

Transmissivity measured using water at 21 + 2 oC (70 + 4 oF) with a gradient of 1.0 and a confining pressure of 4000 psf between steel plates after 1 hour.


571 Industrial Parkway, Commerce, GA 30529 Phone: 706-336-7000 Fax: 706-336-7007 Email: [email protected]

Product :Project :

Top Bottom Minimum Average1 287110001 287110001 - N 2871.07 2871.02 2.18 2.44 1.20 x 10-4

2 287110002 287110002 - N 2871.07 2871.023 287110003 287110003 - N 2871.07 2871.024 287110004 287110004 - N 2871.07 2871.025 287110005 287110005 - N 2871.07 2871.026 287110006 287110006 - N 2871.07 2871.027 287110007 287110007 - N 2871.03 2871.098 287110008 287110008 - N 2871.03 2871.099 287110009 287110009 - N 2871.03 2871.0910 287110010 287110010 - N 2871.03 2871.09 2.30 3.0711 287110011 287110011 - N 2871.03 2871.0912 287110012 287110012 - N 2871.03 2871.0913 287110013 287110013 - N 2871.12 2871.0414 287110014 287110014 - N 2871.12 2871.0415 287110015 287110015 - N 2871.12 2871.0416 287110016 287110016 - N 2871.12 2871.0417 287110017 287110017 - N 2871.12 2871.0418 287110018 287110018 - N 2871.12 2871.0419 287110019 287110019 - N 2871.01 2871.1120 287110020 287110020 - N 2871.01 2871.11 2.22 2.5121 287110021 287110021 - N 2871.01 2871.1122 287110022 287110022 - N 2871.01 2871.1123 287110023 287110023 - N 2871.01 2871.1124 287110024 287110024 - N 2871.01 2871.1125 287110025 287110025 - N 2871.17 2871.05 1.26 x 10-4

26 287110026 287110026 - N 2871.17 2871.0527 287110027 287110027 - N 2871.17 2871.05

*

TN220-2-6Nabors Landfill, AR

Engineered SyntheticProducts, Inc.


Geotextile Roll Number

We, the Geocomposite manufacturer, hereby certify the following for the material delievered to the above referenced project :

Roll Geocomposite Roll Number

Geonet Roll Number

Ply Adhesion (lb/in)

Geocomposite Transmissivity*

(m2/sec)


Product :Project :

287110001 - N 26609-15 0.9555 0.175 213 2.41 61 2.55 x 10-3

287110002 - N 26609-15 0.9555287110003 - N 26609-15 0.9555287110004 - N 26609-15 0.9555287110005 - N 26609-15 0.9555287110006 - N 26609-15 0.9555287110007 - N 26609-15 0.9555287110008 - N 26609-15 0.9555287110009 - N 26609-15 0.9555287110010 - N 26609-15 0.9563 0.181 217 2.56 67287110011 - N 26609-15 0.9563287110012 - N 26609-15 0.9563287110013 - N 26609-15 0.9563287110014 - N 26609-15 0.9563287110015 - N 26609-15 0.9563287110016 - N 26609-15 0.9563287110017 - N 26609-15 0.9563287110018 - N 26609-15 0.9563287110019 - N 26609-15 0.9563287110020 - N 26609-15 0.9557 0.177 211 2.33 63287110021 - N 26609-15 0.9557287110022 - N 26609-15 0.9557287110023 - N 26609-15 0.9557287110024 - N 26609-15 0.9557287110025 - N 26609-15 0.9557 2.61 x 10-3

287110026 - N 26609-15 0.9557287110027 - N 26609-15 0.9557

*

Resin Lot Number

Mass Per Unit Area

(lb/ft2)

Thickness (mils)

Geonet Density (gm/cc)

Transmissivity measured using water at 21 + 2 oC (70 + 4 oF) with a gradient of 1.0 and a confining pressure of 4000 psfbetween steel plates after 1 hour.

Transmissivity* (m2/sec)


Carbon Black (%)

Tensile Strength

(MD) (lb/in)

We, the Geonet Manufacturer, hereby ceritify the following for the material sent to the above referenced project :


Geonet Roll Number


Product :Project :

Top Bottom Minimum Average1 287110028 287110028 - N 2871.17 2871.052 287110029 287110029 - N 2871.17 2871.053 287110030 287110030 - N 2871.17 2871.05 2.29 3.134 287110031 287110031 - N 2871.06 2871.215 287110032 287110032 - N 2871.06 2871.216 287110033 287110033 - N 2871.06 2871.217 287110034 287110034 - N 2871.06 2871.218 287110035 287110035 - N 2871.06 2871.219 287110036 287110036 - N 2871.06 2871.2110 287110037 287110037 - N 2871.10 2871.1411 287110038 287110038 - N 2871.10 2871.1412 287110039 287110039 - N 2871.10 2871.1413 287110040 287110040 - N 2871.10 2871.14 2.24 2.6714 287110041 287110041 - N 2871.10 2871.1415 287110042 287110042 - N 2871.10 2871.1416 287110043 287110043 - N 2871.08 2871.2417 287110044 287110044 - N 2871.08 2871.2418 287110045 287110045 - N 2871.08 2871.2419 287110046 287110046 - N 2871.08 2871.2420 287110047 287110047 - N 2871.08 2871.2421 287110048 287110048 - N 2871.08 2871.2422 287110049 287110049 - N 2871.13 2871.1523 287110050 287110050 - N 2871.13 2871.15 2.26 3.02 1.22 x 10-4

24 287110051 287110051 - N 2871.13 2871.1525 287110052 287110052 - N 2871.13 2871.1526 287110053 287110053 - N 2871.13 2871.1527 287110054 287110054 - N 2871.13 2871.15

*



Nabors Landfill, AR



TN220-2-6



(m2/sec)Roll

Geocomposite Roll Number

Geonet Roll Number


Product :Project :

287110028 - N 26609-15 0.9557287110029 - N 26609-15 0.9557287110030 - N 26609-15 0.9561 0.179 215 2.65 66287110031 - N 26609-15 0.9561287110032 - N 26609-15 0.9561287110033 - N 26609-15 0.9561287110034 - N 26609-15 0.9561287110035 - N 26609-15 0.9561287110036 - N 26609-15 0.9561287110037 - N 26609-15 0.9561287110038 - N 26609-15 0.9561287110039 - N 26609-15 0.9561287110040 - N 26609-15 0.9554 0.174 212 2.38 60287110041 - N 26609-15 0.9554287110042 - N 26609-15 0.9554287110043 - N 26609-15 0.9554287110044 - N 26609-15 0.9554287110045 - N 26609-15 0.9554287110046 - N 26609-15 0.9554287110047 - N 26609-15 0.9554287110048 - N 26609-15 0.9554287110049 - N 26609-15 0.9554287110050 - N 26609-15 0.9558 0.182 218 2.54 64 2.46 x 10-3

287110051 - N 26609-15 0.9558287110052 - N 26609-15 0.9558287110053 - N 26609-15 0.9558287110054 - N 26609-15 0.9558

*


Geonet Roll Number

Resin Lot Number

Mass Per Unit Area

(lb/ft2)

Thickness (mils)


Carbon Black (%)

Tensile Strength

(MD) (lb/in)

Nabors Landfill, AR




TN220-2-6


Product :Project :

Top Bottom Minimum Average1 287110055 287110055 - N 2871.28 2871.192 287110056 287110056 - N 2871.28 2871.193 287110057 287110057 - N 2871.28 2871.194 287110058 287110058 - N 2871.28 2871.195 287110059 287110059 - N 2871.28 2871.196 287110060 287110060 - N 2871.28 2871.19 2.17 2.757 287110061 287110061 - N 2871.26 2871.168 287110062 287110062 - N 2871.26 2871.169 287110063 287110063 - N 2871.26 2871.1610 287110064 287110064 - N 2871.26 2871.1611 287110065 287110065 - N 2871.26 2871.1612 287110066 287110066 - N 2871.26 2871.1613 287110067 287110067 - N 2871.23 2871.1814 287110068 287110068 - N 2871.23 2871.1815 287110069 287110069 - N 2871.23 2871.1816 287110070 287110070 - N 2871.23 2871.18 2.28 3.1117 287110071 287110071 - N 2871.23 2871.1818 287110072 287110072 - N 2871.23 2871.1819 287110073 287110073 - N 2871.27 2871.2020 287110074 287110074 - N 2871.27 2871.2021 287110075 287110075 - N 2871.27 2871.20 1.28 x 10-4

22 287110076 287110076 - N 2871.27 2871.2023 287110077 287110077 - N 2871.27 2871.2024 287110078 287110078 - N 2871.27 2871.2025 287110079 287110079 - N 2871.22 2871.2526 287110080 287110080 - N 2871.22 2871.25 2.21 2.8027 287110081 287110081 - N 2871.22 2871.25

*

Geonet Roll Number





(m2/sec)


Nabors Landfill, ARTN220-2-6


Roll Geocomposite Roll Number


Product :Project :

287110055 - N 26609-15 0.9558287110056 - N 26609-15 0.9558287110057 - N 26609-15 0.9558287110058 - N 26609-15 0.9558287110059 - N 26609-15 0.9558287110060 - N 26609-15 0.9552 0.178 210 2.49 62287110061 - N 26609-15 0.9552287110062 - N 26609-15 0.9552287110063 - N 26609-15 0.9552287110064 - N 26609-15 0.9552287110065 - N 26609-15 0.9552287110066 - N 26609-15 0.9552287110067 - N 26609-15 0.9552287110068 - N 26609-15 0.9552287110069 - N 26609-15 0.9552287110070 - N 26609-15 0.9556 0.180 216 2.62 65287110071 - N 26609-15 0.9556287110072 - N 26609-15 0.9556287110073 - N 26609-15 0.9556287110074 - N 26609-15 0.9556287110075 - N 26609-15 0.9556 2.72 x 10-3

287110076 - N 26609-15 0.9556287110077 - N 26609-15 0.9556287110078 - N 26609-15 0.9556287110079 - N 26609-15 0.9556287110080 - N 26609-15 0.9559 0.176 214 2.40 68287110081 - N 26609-15 0.9559

*


Geonet Roll Number

Resin Lot Number

Mass Per Unit Area

(lb/ft2)

Thickness (mils)


Carbon Black (%)

Tensile Strength

(MD) (lb/in)

Nabors Landfill, AR




TN220-2-6


Client: Job # 2871Project: Nabors Landfill, ARProduct: TN220-2-6

Test Configuration:

Normal Load: 4000 psfGradient: 1.0 ftSeating Time: 1 hourFlow Direction: MD

Test Results:

287110001 - N287110025 - N287110050 - N287110075 - N

Gradient, ft

1.02.61 x 10-3

2.46 x 10-3

2.72 x 10-3

4000

Transmissivity, m2/sec1 hour

ASTM D 4716

2.55 x 10-3

Environmental Specialties

Test Information:

Boundary Conditions:Steel Plate Geonet Steel Plate

Roll No. Pressure (psf)


Client: Job # 2871Project: Nabors Landfill, ARProduct: TN220-2-6

Test Configuration:

Normal Load: 10000 psfGradient: 1.0 ftSeating Time: 1 hourFlow Direction: MD

Test Results:

287110001287110025287110050287110075

Transmissivity, m2/sec1 hour

ASTM D 4716

1.20 x 10-4

Environmental Specialties

Test Information:

Boundary Conditions:Steel Plate Geocomposite Steel Plate

Roll No. Pressure (psf)

1.26 x 10-4

1.22 x 10-4

1.28 x 10-4

10000 1.0

Gradient, ft


Customer Name :Project Name :Geocomposite Manufacturer :Geocomposite Production Plant :Geocomposite Brand Name :

Density ASTM D 1505 gm/cc 0.950 0.950Melt Flow Index ASTM D 1238(a) gm/10 min 0.3 0.3

(a) Condition 190/2.16* Data from SKAPS Quality Control

26609-15

Resin SupplierResin

Production Plant

New South Polymer Inc

Chevron, TX HDPE

Property Test Method

We, the Geonet Manufacturer, hereby certify the following for the material delivered to the above referenced project:

Resin Supplier

Value

Tested Value*

UnitsResin Lot Number

Resin Brand Name

Commerce, GATN220-2-6

POLYETHYLENE RESIN CERTIFICATION

Environmental SpecialtiesNabors Landfill, ARSKAPS Industries


Engineered Synthetic Products, Inc.

Product :Project :

2871.07 6.28 161 172 80 89 100 112 70 133 0.49 1.782871.02 6.65 169 178 80 89 100 109 70 133 0.49 1.782871.17 6.23 162 171 75 84 97 111 70 133 0.49 1.782871.05 6.28 161 172 80 89 100 112 70 133 0.49 1.782871.13 6.61 167 176 75 84 97 108 70 133 0.49 1.782871.15 6.23 162 171 75 84 97 111 70 133 0.49 1.782871.27 6.29 164 173 72 87 99 112 70 133 0.49 1.782871.20 6.67 168 179 72 87 99 109 70 133 0.49 1.78

AOS us sieve

THICKNESS mil

PERM-ITY sec-1

287110001

GEOCOMP ROLL#

FABRIC ROLL#

PUNCTURE lbs.

MD TRAP lbs.

WATER-FLOW

gpm/sq f

PERM-ABL

cm/sec

287110025

287110050

287110075

XMD TENSILE

lbs.

MD TENSILE

lbs.


We, the Geocomposite Manufacturer, hereby certify the following for the material delivered to the above referenced project :

WEIGHT oz/sq yd

XMD TRAP lbs.




July 30, 2008 David McCormick GENESIS /TERRACON 11400 W. Baseline Rd. Little Rock, AR 72209 RE: Nabors Lf Dear Mr. McCormick: Thank you for consulting Precision Geosynthetic Laboratories for your material testing needs. Enclosed is the final laboratory report for the testing of three (3) Double Sided Geocomposite samples received on July 25, 2008. It shall be noted that the samples tested are believed to be true representatives of the material produced under the designation herein stated. In addition, the attached laboratory tests results are considered indicative only of the quality of samples/specimens that were actually tested. The appropriate tests methods hereby employed are based on the current and accepted industry practices. Precision Geosynthetic Laboratories neither accepts responsibility for nor makes claims to the intended final use and purpose of the material. By accepting the data and results presented on this report, the Client agrees to limit the liability of Precision Geosynthetic Laboratories from Client and all other parties for claims arising out of the use of this data to the cost for the respective tests presented in this report; and the Client agrees to indemnify and hold harmless Precision Geosynthetic Laboratories from and against all liabilities in excess of the aforementioned limit. The test data and all associated project information shall be held confidential and not to be reproduced and/or disclosed to other parties except in full and with prior written approval from pertinent entity duly authorized by the respective client or from the client itself. It is a policy of the company to keep physical records of each job for two (2) years commencing from the date of receipt of the samples and keep its corresponding electronic file for seven (7) years. Failed seam samples are kept for two (2) years and good seam samples are disposed of after two (2) weeks. Similarly, retained conformance samples are disposed of after one (1) month. On the other hand, should you need us to keep them at longer time, please advise us in writing. Should you have any questions or if we may be of further service to you, please do not hesitate to contact us at telephone number: 800-522-4599. Sincerely, PRECISION GEOSYNTHETIC LABORATORIES







MATERIAL DESCRIPTION: Double Sided Geocomposite SAMPLED BY: PGL @ SKAPS, GA DATE RECEIVED: July 25, 2008 DATE REPORTED: July 30, 2008 SAMPLE IDENTIFICATIONS: SAMPLE ID PRECISION CONTROL NUMBER

R#287110001 Whole Geocomposite 48793 Geonet 48794 R#287110029 Whole Geocomposite 48795 Geonet 48796

R#287110057 Whole Geocomposite 48797 Geonet 48798

TESTS REQUIRED: TEST METHOD DESCRIPTION Geonet Component ASTM D1603 Carbon Black Content ASTM D1505 Density ASTM D1777 Thickness Geocomposite ASTM D4716 Transmissivity ASTM D3776 Mass Per Unit Area ASTM D413 Ply Adhesion TEST CONDITIONS: The samples were conditioned for a minimum one hour in the laboratory at 22 + 2oC (71.6 + 3.6oF) and at 60 + 10% relative humidity prior to test.



TEST RESULTS: The test results are summarized in Tables 1 to 3. The units in which the data are reported are included on these tables. PRECISION GEOSYNTHETIC LABORATORIES


07/30/2008


CLIENT: GENESIS/TERRACONPROJECT: Nabors Lf

Date Received : 7/25/2008 QC'd by:Date Reported: 7/30/2008 PGL Job No. : G080843

Client Sample ID : R#287110001 PGL Control No. : 48793/48794Material Description: Double Sided Geocomposite


METHOD DESCRIPTIONGEONET COMPONENT:ASTM D1777 Thickness (mils)

Test Option #1 Used deadweight type dial micrometer with 1.129+/-0.001in dia presser foot with an applied pressure of 0.6+/-0.03psi provided by a 272gm weight.

229 229 231 231 232 236 232 229 229 230 231 2 229 236 200ASTM D1505 Density (grams/ cm.3)

0.9500 0.9500 0.9500 0.9500 0.0000 0.9500 0.9500 0.9400ASTM D1603 Carbon Black Content (percent)

2.44 2.46 2.45 0.02 2.44 2.46

GEOCOMPOSITE:ASTM D3776 Mass per Unit Area (lbs/ ft2) Specimen Size: 4" x 8"

Test was conducted as directed in OPTION C. All weighing tests were made in the standard atmosphere of 20+/10 C (70+/-2 0 F)0.298 0.298 0.308 0.301 0.006 0.298 0.308

ASTM D4716 Transmissivity Tested at Normal Pressure : 10,000 psf, Gradient: 1.0 , Seating Time: 1hr Temperature of Test Water: 20.3 0 C Specimen Size: 12" x 14"

Transmissivity (m.2/ sec.)MD 2.33E-04 2.40E-04 2.36E-04 4.78E-06 2.33E-04 2.40E-04 5x10-5

Flow Rate (gal/min)MD 1.13 1.17 1.15 0.02 1.13 1.17

Transmissivity (gal/min/ft)MD 1.13 1.16 1.14 0.02 1.13 1.16

Geosynthetics arranged as follows: Thickness : 277 mils (Before)Plate Thickness : 260 mils (After)

Geocomposite XXXXXXPlate

ASTM D413 Ply Bond Adhesion (lbs/ in.- width) Method A Top of Composite

MD 7.0 5.0 7.4 10.4 9.9 7.9 2.2 5.0 10.4TD 7.9 7.4 5.9 10.0 12.0 8.6 2.4 5.9 12.0

Bottom of CompositeMD 5.8 6.4 12.0 11.8 8.0 8.8 2.9 5.8 12.0TD 12.0 11.0 7.8 6.5 8.1 9.1 2.3 6.5 12.0

_________________MD - MACHINE DIRECTIONTD - TRANSVERSE DIRECTIONDC#1984 Record#265 Precision Geosynthetic Laboratories



Date Received : 7/25/2008 QC'd by:Date Reported: 7/30/2008 PGL Job No. :







2.44 2.44 2.44 0.00 2.44 2.44







Geosynthetics arranged as follows: Thickness : 269.5 mils (Before)Plate Thickness : 253.5 mils (After)



MD 7.1 8.0 5.7 12.0 11.0 8.8 2.7 5.7 12.0TD 11.9 12.0 8.6 7.1 5.9 9.1 2.8 5.9 12.0


G080843




Date Received : 7/25/2008 QC'd by:Date Reported: 7/30/2008 PGL Job No. : G080843







2.44 2.42 2.43 0.02 2.42 2.44







Geosynthetics arranged as follows: Thickness : 278.5 mils (Before)Plate Thickness : 260 mils (After)



MD 5.6 8.8 7.5 8.8 9.3 8.0 1.5 5.6 9.3TD 6.7 8.0 12.0 10.1 9.8 9.3 2.0 6.7 12.0




APPENDIX G Geomembrane Subgrade Acceptance Certificates


APPENDIX H Geosynthetics Daily Deployment Logs

Geosynthetics Daily Deployment LogClient Name: Project Number: 25809 Interstate 30 South

Contractor: CQA Monitor: Bryant, AR 72022 Project Name: Reviewed By: Phone: 501.847.9292

Address: Approved By: Fax: 501.847.9210 Location: Liner Installer:

PanelVisually

Date Roll Amb. Temp. Weather/ Material Length Width Inspected CQANumber (ºF) Wind Type (Feet) (Feet) (Y or N) Monitor

10/24/08 369 65 Cloudy GCL 150 15 Y MS10/24/08 348 65 Cloudy GCL 150 15 Y MS10/24/08 385 64 Cloudy GCL 150 15 Y MS10/24/08 398 64 Cloudy GCL 150 15 Y MS10/24/08 332 64 Cloudy GCL 150 15 Y MS10/24/08 347 64 Cloudy GCL 150 15 Y MS10/24/08 530 64 Cloudy GCL 150 15 Y MS10/24/08 349 64 Cloudy GCL 150 15 Y MS10/24/08 378 62 Cloudy GCL 150 15 Y MS10/24/08 391 62 Cloudy GCL 150 15 Y MS10/24/08 388 62 Cloudy GCL 150 15 Y MS10/24/08 393 62 Cloudy GCL 150 15 Y MS10/24/08 387 62 Cloudy GCL 150 15 Y MS10/24/08 355 62 Cloudy GCL 150 15 Y MS10/24/08 371 62 Cloudy GCL 150 15 Y MS10/24/08 384 62 Cloudy GCL 150 15 Y MS10/24/08 374 62 Cloudy GCL 150 15 Y MS10/24/08 334 62 Cloudy GCL 150 15 Y MS10/24/08 326 62 Cloudy GCL 150 15 Y MS10/24/08 324 62 Cloudy GCL 150 15 Y MS

Material Type Legend:60S - 60-Mil Smooth HDPE Geomembrane DSGC - Double Sided Geocomposite60T - 60-Mil Textured HDPE Geomembrane SSGC - Single Sided Geocomposite40S - 40-Mil Smooth HDPE Geomembrane 8oz Geo - 8 ounce Geotextile40T - 40-Mil Textured HDPE Geomembrane 12oz Geo - 12 ounce Geotextile

WeatherConditions

Approximate PanelDimensions

PanelID123456

20

13141516

78

171819

9101112

Three Brothers, Arkansas

35087025Matt ShepardMatt Brooks, E.I.Dave McCormick, P.E.ESI

NABORS LandfillPickett IndustriesArea 1-3, Cell 2




PanelVisually


10/24/08 350 62 Cloudy GCL 150 15 Y MS10/24/08 318 62 Cloudy GCL 150 15 Y MS10/24/08 380 62 Cloudy GCL 150 15 Y MS10/24/08 368 62 Cloudy GCL 150 15 Y MS10/24/08 367 62 Cloudy GCL 150 15 Y MS10/24/08 341 62 Cloudy GCL 150 15 Y MS10/24/08 342 62 Cloudy GCL 150 15 Y MS10/24/08 328 62 Cloudy GCL 150 15 Y MS10/24/08 329 62 Cloudy GCL 150 15 Y MS10/25/08 394 45 Clear GCL 150 15 Y MS10/25/08 338 45 Clear GCL 150 15 Y MS10/25/08 344 45 Clear GCL 150 15 Y MS10/25/08 366 45 Clear GCL 150 15 Y MS10/25/08 321 45 Clear GCL 150 15 Y MS10/25/08 357 47 Clear GCL 150 15 Y MS10/25/08 346 47 Clear GCL 150 15 Y MS10/25/08 322 47 Clear GCL 150 15 Y MS10/25/08 372 47 Clear GCL 150 15 Y MS10/25/08 358 47 Clear GCL 150 15 Y MS10/25/08 383 47 Clear GCL 150 15 Y MS





3839

29303132

2526

40

33343536

2728

37

21222324

PanelID

WeatherConditions





PanelVisually


10/25/08 365 47 Clear GCL 30 15 Y MS10/25/08 365 47 Clear GCL 15 10 Y MS10/25/08 365 47 Clear GCL 15 10 Y MS10/25/08 365 47 Clear GCL 30 10 Y MS10/25/08 395 47 Clear GCL 150 15 Y MS10/25/08 370 47 Clear GCL 150 15 Y MS10/25/08 343 47 Clear GCL 150 15 Y MS10/25/08 359 47 Clear GCL 150 15 Y MS10/25/08 325 47 Clear GCL 150 15 Y MS10/25/08 323 49 Clear GCL 150 15 Y MS10/25/08 306 49 Clear GCL 150 15 Y MS10/25/08 354 49 Clear GCL 150 15 Y MS10/25/08 319 49 Clear GCL 150 15 Y MS10/25/08 392 54 Clear GCL 150 15 Y MS10/25/08 376 54 Clear GCL 150 15 Y MS10/25/08 470 54 Clear GCL 150 15 Y MS10/25/08 381 54 Clear GCL 150 15 Y MS10/25/08 356 54 Clear GCL 150 15 Y MS10/25/08 333 54 Clear GCL 150 15 Y MS10/25/08 390 54 Clear GCL 150 15 Y MS





5859

49505152

4546

60

53545556

4748

57

41424344

PanelID

WeatherConditions





PanelVisually







7879

69707172

6566

80

73747576

6768

77

61626364

PanelID

WeatherConditions





PanelVisually




Three Brothers, AR



9899

89909192

8586

100

93949596

8788

97

81828384

PanelID

WeatherConditions





PanelVisually




WeatherConditions


PanelID

101102103104105106

120

113114115116

107108

117118119

109110111112

Three Brothers, AR






PanelVisually




Three Brothers, AR



138139

129130131132

125126

140

133134135136

127128

137

121122123124

PanelID

WeatherConditions





PanelVisually


10/30/08 386 65 Clear GCL 30 15 Y MS10/30/08 386 65 Clear GCL 25 15 Y MS10/30/08 386 65 Clear GCL 20 15 Y MS


WeatherConditions


PanelID

141142143

Three Brothers, AR






PanelVisually


10/24/08 0785 60 Cloudy 60T 480 22.5 Y MS10/24/08 0783 60 Cloudy 60T 480 22.5 Y MS10/24/08 337440 60 Cloudy 60T 410 22.5 Y MS10/24/08 337449 60 Cloudy 60T 410 22.5 Y MS10/24/08 337450 58 Cloudy 60T 410 22.5 Y MS10/24/08 337442 58 Cloudy 60T 410 22.5 Y MS10/25/08 337451 60 Clear 60T 410 22.5 Y MS10/25/08 337443 60 Clear 60T 410 22.5 Y MS10/25/08 337558 60 Clear 60T 410 22.5 Y MS10/25/08 337439 60 Clear 60T 410 22.5 Y MS10/25/08 337557 60 Clear 60T 410 22.5 Y MS10/25/08 337556 60 Clear 60T 410 22.5 Y MS10/25/08 337445 60 Clear 60T 410 22.5 Y MS10/25/08 800 60 Clear 60T 60 22.5 Y MS10/25/08 800 60 Clear 60T 60 22.5 Y MS10/25/08 800 60 Clear 60T 60 22.5 Y MS10/25/08 800 60 Clear 60T 45 22.5 Y MS10/25/08 337441 60 Clear 60T 15 22.5 Y MS10/25/08 337441 60 Clear 60T 60 22.5 Y MS10/25/08 337441 60 Clear 60T 60 22.5 Y MS




NABORS LandfillPickett IndustriesNABORS Landfill

1819

9101112

56

20

13141516

78

17

1234

PanelID

WeatherConditions





PanelVisually


10/25/08 337441 60 Clear 60T 60 22.5 Y MS10/25/08 337441 60 Clear 60T 30 22.5 Y MS10/25/08 337444 60 Clear 60T 30 22.5 Y MS10/25/08 337444 60 Clear 60T 60 22.5 Y MS10/25/08 337444 60 Clear 60T 60 22.5 Y MS10/25/08 337444 60 Clear 60T 60 22.5 Y MS10/28/08 337452 42 Clear 60T 410 22.5 Y MS10/28/08 337447 42 Clear 60T 410 22.5 Y MS10/28/08 337444 43 Clear 60T 60 22.5 Y MS10/28/08 337444 43 Clear 60T 35 22.5 Y MS10/28/08 337441 43 Clear 60T 25 22.5 Y MS10/30/08 337446 67 Clear 60T 115 22.5 Y MS10/30/08 337446 67 Clear 60T 70 22.5 Y MS10/30/08 337446 67 Clear 60T 40 22.5 Y MS10/30/08 337446 67 Clear 60T 35 22.5 Y MS10/30/08 337565 69 Clear 60T 20 8.5 Y MS10/30/08 337565 69 Clear 60T 50 22.5 Y MS10/30/08 337565 69 Clear 60T 70 22.5 Y MS10/30/08 337565 69 Clear 60T 85 22.5 Y MS10/30/08 337565 67 Clear 60T 100 22.5 Y MS


WeatherConditions


PanelID212223242526

40

33343536

2728

373839

29303132







PanelVisually


10/30/08 337559 70 Clear 60T 115 22.5 Y MS10/30/08 337559 70 Clear 60T 125 22.5 Y MS10/30/08 337559 70 Clear 60T 30 22.5 Y MS10/30/08 337560 70 Clear 60T 105 22.5 Y MS10/30/08 337560 70 Clear 60T 145 22.5 Y MS10/30/08 337560 70 Clear 60T 155 22.5 Y MS10/30/08 337561 70 Clear 60T 170 22.5 Y MS10/30/08 337561 70 Clear 60T 180 22.5 Y MS10/30/08 337564 70 Clear 60T 180 22.5 Y MS10/30/08 337564 70 Clear 60T 150 22.5 Y MS10/30/08 337338 70 Clear 60T 35 22.5 Y MS10/30/08 337338 70 Clear 60T 180 22.5 Y MS10/30/08 337446 70 Clear 60T 20 22.5 Y MS10/30/08 337338 67 Clear 60T 45 22.5 Y MS10/30/08 337338 67 Clear 60T 30 22.5 Y MS10/30/08 337338 67 Clear 60T 15 22.5 Y MS10/30/08 337563 67 Clear 60T 15 15 Y MS10/30/08 337563 66 Clear 60T 60 22.5 Y MS10/30/08 337563 66 Clear 60T 45 22.5 Y MS10/30/08 337563 66 Clear 60T 55 22.5 Y MS


WeatherConditions


PanelID414243444546

60

53545556

4748

575859

49505152







PanelVisually


10/30/08 337563 67 Clear 60T 60 22.5 Y MS10/30/08 337562 67 Clear 60T 60 22.5 Y MS10/30/08 337562 67 Clear 60T 60 22.5 Y MS10/30/08 337563 67 Clear 60T 55 22.5 Y MS10/30/08 337562 67 Clear 60T 40 22.5 Y MS10/30/08 337562 67 Clear 60T 20 22.5 Y MS10/30/08 337562 67 Clear 60T 15 10 Y MS10/30/08 337562 67 Clear 60T 25 22.5 Y MS10/30/08 337563 67 Clear 60T 50 22.5 Y MS10/30/08 337562 67 Clear 60T 60 22.5 Y MS


WeatherConditions


PanelID61626364656667686970





APPENDIX I Geosynthetics Installer’s Equipment Calibration Certificate


APPENDIX J Geomembrane Trial Seam Logs

Geomembrane Trial Weld Summary25809 Interstate 30 South

Client Name: Project Number: Bryant, Arkansas 72022 Contractor: CQA Monitor: Peel Extrusion = Phone: 501.847.9292

Project Name: Reviewed By: Shear Extrusion = Fax: 501.847.9210 Address: Approved By: Peel Fusion =Location: Liner Installer: Shear Fusion =

PassSample QC Seamer Weld Wedge Speed or

ID Initials Initials Type Temp oF ft/hr FailP 123 117 114 128 116 120 110 116SP 135 116 125 126 130 125SP 125 137 121 129 116 135SP 149 138 142 127 119 124 148 132SP 103 119 123 129SP 110 97 98 102 116 93 93 92SP 126 105 114 112 114 111 113 109SP 125 118 129 115 125 123 116 123SP 123 119 122 107 128 117 125 110SP 150 141 148 136SP 180 188 164 168SP 122 110 101 114 99 129 97 121SP 124 139 127 118 140 127 133 127SP 160 126 126 122 161 165 178 157SP 140 157 137 130S

550

520

530

Extrusion Weld

SettingPreheat

ESI

Specification for Trial Welds

Dave McCormick, P.E.Matt Brooks, E.I.Matt Shepard35087025

7812090

120

10/28/08 11:00 TW-15 FA CG

Test ValuesFusion Weld

860 500.0

850 450.0

530

860

860 500.0

500.0

860 450.0

850 500.0

860 450.0

860 450.0

E

F

F

F

F

F

E

E

F

F

F

F

CG

PS

EV

JC

Time

15:33 EV

PS

AmbientTemp oF

65

MachineNumber

P172 169 173

P188 192 18910/26/08 TW-11 FA10:00 49

P167 175 17910/26/08 TW-10 FA8:10 48

P165 168 17310/25/08 TW-9 FA13:00 60

P158 160 15910/25/08 TW-8 FA13:00 60

P173 172 17210/25/08 TW-7 FA13:00 60

P147 148 15110/25/08 TW-6 FA12:51 60

P193 195 18110/25/08 TW-5 FA8:20 36

P181 193 18310/24/08 TW-4 FA15:40 65

10/24/08 TW-3 FA15:40 65 P190

P

P169169 16910/24/08 TW-2 FA15:35 65

181 184

lbs/inchDate

185 180 18110/24/08 TW-1 FA

TW-12

TempoF

20776

20849

20837

1222

JC

ML

52

47

47

49

FA

520

516

ML

CG

E

F

860

516

20849

20776

20837

10/28/08

10/28/08

9:30

9:32

10:07

10/28/08

EV

TW-13 FA 1222 ML

TW-14 FA 20776

550

20837 JC

1222

516

5173 PS

F

450.0

860 400.0

860 450.0

500

180

190

195

176

500

191

194

P

P

P

174

192

184



Geomembrane Trial Weld Summary25809 Interstate 30 South

Client Name: Project Number: Bryant, Arkansas 72022 Contractor: CQA Monitor: Peel Extrusion = Phone: 501.847.9292

Project Name: Reviewed By: Shear Extrusion = Fax: 501.847.9210 Address: Approved By: Peel Fusion =Location: Liner Installer: Shear Fusion =

PassSample QC Seamer Weld Wedge Speed or

ID Initials Initials Type Temp oF ft/hr FailP 108 117 107 111 110 119 114 119SP 102 119 100 107 108 115 104 101SP 109 108 107 105 108 120 118 111SP 110 127 112 113 105 113 105 108SP 161 149 165 167SP 107 112 107 120 110 123 113 121SP 154 155 152 150SP 150 152 155 147SP 138 121 130 122SP 119 108S



5173

5173

516

20849

516

5173

500

500

CL

JC

TempoF

20776

20849

1222

20837

ML

JC

lbs/inchDate

154 157 15510/30/08 TW-16 FA

151 150

10/30/08 TW-17 FA14:02 70

P148

P

P142153 140

10/30/08 TW-18 FA14:20 70

10/30/08 TW-19 FA14:45 70 P154 156 152

10/30/08 TW-20 FA17:00 67 P169 168 168

10/30/08 TW-21 FA16:50 67 P176 170 172

10/31/08 TW-22 FA7:45 38 P157 163 160

10/31/08 TW-23 FA7:59 38 P150 149 147

10/31/08 TW-24 FA13:10 65 P147 142 150

11/6/08 TW-25 FA13:00 62 P238

Time

14:30 EV

PS

AmbientTemp oF

70

MachineNumber

CG

PS

CG

CL

F

F

F

F

E

F

E

E

E

E

860 550.0

860 500.0

850 400.0

Test ValuesFusion Weld

860 530.0

850 500.0

500

520

500

ESI

Specification for Trial Welds

Dave McCormick, P.E.Matt Brooks, E.I.Matt Shepard35087025

7812090

120

Extrusion Weld

SettingPreheat

520

500

500

500

500


APPENDIX K Geomembrane Seaming Logs

Geomembrane Panel Seaming Summary 25809 Interstate 30

Project Number: 25809 Interstate 30 South CQA Monitor: Bryant, AR 72022 Reviewed By: Phone: 501.847.9292 Approved By: X Primary Fax: 501.847.9210

Liner Installer:Secondary

Machine No. ft Other:

Date Time Seamer QA Field Test Lab TestInitials ID Pass/Fail Pass/Fail

10/24/08 15:55 JC S - 1 FA 1 EX10/24/08 16:01 PS S - 2 FA 1 2 Pass Pass10/24/08 16:30 EV S - 3 FA 2 3 Pass Pass10/24/08 16:55 ML S - 4 FA 3 4 Pass Pass10/24/08 17:05 JC S - 5 FA 4 5 Pass Pass10/24/08 17:37 PS S - 6 FA 5 6 Pass Pass10/25/08 13:01 PS S - 7 FA 6 7 Pass Pass10/25/08 13:15 JC S - 8 FA 7 8 Pass Pass10/25/08 13:25 EV S - 9 FA 8 9 Pass Pass10/25/08 13:42 ML S - 10 FA 9 10 Pass Pass10/25/08 14:15 PS S - 11 FA 10 11 Pass Pass10/25/08 14:28 JC S - 12 FA 11 12 Pass Pass10/25/08 14:41 EV S - 13 FA 12 13 Pass Pass10/25/08 15:25 ML S - 14 FA 2 1410/25/08 15:32 ML S - 15 FA 14 1510/25/08 16:05 ML S - 16 FA 15 1610/25/08 16:08 JC S - 17 FA 16 1710/25/08 16:18 JC S 18 FA 16 1810/25/08 15:55 JC S - 19 FA 17 1810/25/08 16:08 EV S - 20 FA 17 19

Note: This Page: 5,777 ftAccumulated: 5,777 ft

Client Name: NABORS Landfill 35087025Contractor: Pickett Industries Matt Shepard

Project Name: Area 1-3, Cell 2 Matt Brooks, E.I.Address Dave McCormick, P.E.

Location: Three Brothers, Arkansas ESI

Carry Over: 0

PRODUCTION SEAM LOCATION AND DISTANCE DESTRUCTIVE TESTING

Destruct LocationSeam

Seam Length Location Seam LengthAccum.

Number (ft) From - To (ft) No. From - To480480

480960 DS-1 P1/P2 120'S

410410410410410410

45

60604515

410410

22

41041041060

DS-6DS-7DS-8DS-9

DS-2DS-3DS-4DS-5

P2/P3 145'SP3/P4 115'S

P9/P10 229'SP10/P11 240'S

P4/P5 190'SP5/P6 210'SP6/P7 120'SP7/P8 165'S

DS-10DS-11 P11/P12 260'S

P12/P13 285'SDS-12

42404650

P8/P9 195'S

1370178021902600301034203830

506054705530

57325777

5590565056955710

Seam Length this Machine:






10/25/08 16:19 EV S 21 FA 18 1910/25/08 16:27 ML S - 22 FA 19 2010/25/08 16:25 EV S - 23 FA 20 2110/25/08 16:45 JC S - 24 FA 21 2210/25/08 16:55 JC S - 25 FA 21 2310/25/08 16:35 JC S - 26 FA 22 2310/25/08 16:45 EV S - 27 FA 22 2410/25/08 16:52 EV S 28 FA 23 2410/25/08 16:50 ML S - 29 FA 24 2510/25/08 17:01 EV S - 30 FA 25 2610/25/08 16:32 PS S - 31 FA 3 1410/25/08 16:35 PS S - 32 FA 4 1510/25/08 16:38 PS S - 33 FA 5 1610/25/08 16:41 PS S - 34 FA 6 1710/25/08 16:44 PS S - 35 FA 7 1910/25/08 16:47 PS S - 36 FA 8 2010/25/08 16:50 PS S - 37 FA 9 2110/25/08 16:53 PS S - 38 FA 10 2210/25/08 16:56 PS S - 39 FA 11 2410/25/08 16:59 PS S - 40 FA 12 25

Note: This Page: 617 ftAccumulated: 6,394 ft


635063726394

5852

6262628463066328

6174619662186240

5994602460546114

591259425972

2222

22222222

22222222

30306060

60303022

No. From - To1560

5792

Accum.

Number (ft) From - To (ft)

LOCATION AND DISTANCE DESTRUCTIVE TESTING


Seam Length Location Seam Length


Carry Over: 5,777

PRODUCTION SEAM

Area 1-3, Cell 2 Matt Brooks, E.I.Address Dave McCormick, P.E.

Project Name:







10/25/08 17:06 PS S - 41 FA 13 2610/28/08 10:00 JC S - 42 FA 13 27 Pass Pass10/28/08 9:57 ML S - 43 FA 27 28 Pass Pass10/28/08 10:10 EV S - 44 FA 26 2910/28/08 10:25 EV S - 45 FA 29 3010/28/08 10:42 EV S 46 FA 29 3110/28/08 10:50 EV S - 47 FA 28 3010/28/08 11:15 EV S - 48 FA 27 2910/30/08 14:10 PS S - 49 FA 28 3210/30/08 14:25 ML S - 50 FA 32 3310/30/08 14:26 ML S 51 FA 32 5310/30/08 14:32 EV S - 52 FA 35 3610/30/08 14:38 EV S - 53 FA 34 3510/30/08 14:40 PS S - 54 FA 34 3710/30/08 14:45 ML S - 55 FA 37 3810/30/08 14:50 EV S - 56 FA 38 3910/30/08 14:50 JC S - 57 FA 39 40 Pass Pass10/30/08 15:00 PS S - 58 FA 40 4110/30/08 15:05 ML S - 59 FA 41 4210/30/08 15:16 EV S - 60 FA 42 43



PRODUCTION SEAM


Project Name:


Carry Over: 6,394




From - ToNumber (ft) From - To (ft)22

410

No.

4106035252222

1157020103540

11530

507085

100

DS-13DS-14

DS-15

P13/27 130'SP27/28 310'S

P39/P40 25'E

76507690

6416

7740

72367296

7585

6826

7995

73317356737874007515

78107895

76057615

81108140







10/30/08 15:24 EV S 61 FA 42 4410/30/08 16:00 JC S - 62 FA 43 4410/30/08 15:40 JC S - 63 FA 43 4510/30/08 15:46 JC S 64 FA 44 45 Pass Pass10/30/08 16:00 ML S - 65 FA 45 4610/30/08 16:00 EV S - 66 FA 46 4710/30/08 16:18 JC S - 67 FA 47 48 Pass Pass10/28/08 10:20 PS S - 68 FA 30 3110/30/08 16:33 EV S - 69 FA 48 4910/30/08 15:32 PS S - 70 FA 31 3610/30/08 15:36 PS S - 71 FA 30 3510/30/08 15:38 PS S - 72 FA 30 3410/30/08 15:50 PS S - 73 FA 28 3710/30/08 15:55 PS S - 74 FA 28 3810/30/08 15:58 PS S - 75 FA 28 3910/30/08 16:01 PS S - 76 FA 28 4010/30/08 16:06 PS S - 77 FA 28 4110/30/08 16:10 PS S - 78 FA 52 6310/30/08 16:20 PS S - 79 FA 65 6910/30/08 17:12 PS S - 80 FA 28 42



82628240

91949216

9106912891509172

82928397

92829304

92389260

854286978867888990699084

P44/P45 20'E

P47/P48 130'E

DS-16

DS-17

22222222

22222222

180152222

10022

No.

3010514515517022

Accum.

From - ToNumber (ft) From - To (ft)




ESI

Carry Over: 8,140

PRODUCTION SEAM


Project Name:

Location: Three Brothers, Arkansas







10/30/08 17:20 PS S - 81 FA 28 4310/30/08 17:25 PS S - 82 FA 28 4510/30/08 17:28 PS S - 83 FA 28 4610/30/08 17:32 PS S - 84 FA 28 4710/30/08 17:35 PS S - 85 FA 28 4810/30/08 18:12 PS S - 86 FA 32 4910/30/08 18:16 PS S - 87 FA 32 50 Pass Pass10/30/08 18:20 PS S - 88 FA 33 5310/30/08 18:22 PS S - 89 FA 33 6710/30/08 17:05 ML S - 90 FA 49 5010/30/08 17:06 ML S 91 FA 49 5110/30/08 17:15 JC S - 92 FA 50 5210/30/08 17:31 JC S 93 FA 51 5210/30/08 16:50 ML S - 94 FA 50 5110/30/08 17:20 EV S - 95 FA 52 5410/30/08 17:35 EV S - 96 FA 54 5510/30/08 17:46 EV S - 97 FA 55 5610/30/08 18:22 EV S - 98 FA 56 57 Pass Pass10/30/08 18:42 JC S - 99 FA 57 5810/30/08 18:18 EV S - 100 FA 58 59 Pass Pass



PRODUCTION SEAM


Project Name:


Carry Over: 9,304




From - ToNumber (ft) From - To (ft)2222

No.

222222222220

30

35224530151515

1015035

150

DS-20

DS-22

DS-21

P32/P50 10'S

P56/P57 W

P58/P59 N

9326

992599559970

9673982398589880

93709392

1000010030

9348

9985

941494369458947894889638







10/30/08 18:32 JC S - 101 FA 59 6010/30/08 18:09 EV S - 102 FA 60 6110/30/08 18:24 JC S - 103 FA 61 6210/30/08 18:15 JC S - 104 FA 62 63 Pass Pass10/30/08 17:55 ML S - 105 FA 63 6410/30/08 18:03 EV S - 106 FA 64 6510/30/08 18:01 ML S - 107 FA 65 6610/30/08 18:06 ML S - 108 FA 66 6710/30/08 17:53 EV S - 109 FA 68 6910/30/08 17:55 JC S - 110 FA 69 7010/30/08 17:45 ML S - 111 FA 52 70 Pass Pass10/30/08 18:19 EV S - 112 FA 56 5810/30/08 18:24 EV S - 113 FA 55 5910/30/08 18:29 EV S - 114 FA 54 6010/30/08 17:05 EV S - 115 FA 52 6110/30/08 17:01 EV S - 116 FA 52 6210/30/08 16:28 PS S - 117 FA 66 6810/30/08 16:12 PS S - 118 FA 64 7010/30/08 16:36 PS S - 119 FA 67 6810/30/08 18:12 ML S - 120 FA 68 33



10075

1061610638

10525105501057210594

1019010250

10729

1066010685

10130

103101035510375103901041510465

DS-18 P52/P70 45'E

P62/P63 40'SDS-19

222522 1070722

22222222

25506025

4555

No.

606060452015

Accum.





ESI

Carry Over: 10,030

PRODUCTION SEAM


Project Name:








10/30/08 18:18 PS S - 121 FA 52 5310/30/08 18:48 PS S - 122 FA 33 6910/30/08 18:38 PS S - 123 FA 33 70



1075110729

10773

2522

No.

22

Accum.





ESI

Carry Over: 10,729

PRODUCTION SEAM


Project Name:




APPENDIX L Geomembrane Repair and Non-destructive Test Logs

Geomembrane Non-Destructive Test Log Summary 25809 Interstate 30 South

Bryant, AR 72022 Phone: 501.847.9292

Fax: 501.847.9210 Liner Installer:

Seam Tester VacuumDate Length Initials P/F Box P/F From - To

(ft) Start End +/- Start10/24/08 S - 1 480 FJ 30 29 -1 17:35 P 1 - EX10/24/08 S - 2 480 FJ 30 30 0 17:35 P 1 - 210/24/08 S - 3 300 FJ 30 30 0 17:45 P 2 - 310/24/08 S - 3 110 FJ 30 30 0 17:55 P 2 - 310/24/08 S - 4 410 FJ 30 30 0 18:05 P 3 - 410/24/08 S - 5 410 FJ 30 30 0 18:15 P 4 - 510/24/08 S - 6 410 FJ 30 30 0 19:00 P 5 - 610/25/08 S - 7 410 CG 30 30 0 14:30 P 6 - 710/25/08 S - 8 410 CG 30 29 -1 14:31 P 7 - 810/25/08 S - 9 410 CG 30 30 0 14:33 P 8 - 910/25/08 S - 10 410 CG 30 30 0 14:35 P 9 - 1010/25/08 S - 11 410 FJ 30 30 0 15:47 P 10 - 1110/25/08 S - 12 410 FJ 30 30 0 15:48 P 11 - 1210/25/08 S - 13 410 FJ 30 30 0 15:50 P 12 - 1310/25/08 S - 14 60 FJ 30 30 0 15:50 P 2 - 1410/25/08 S - 15 60 FJ 30 30 0 16:44 P 14 - 1510/25/08 S - 16 60 FJ 30 30 0 16:55 P 15 - 1610/25/08 S - 17 45 FJ 30 30 0 17:05 P 16 - 1710/25/08 S - 18 15 FJ 30 30 0 17:14 P 16 - 1810/25/08 S - 19 22 FJ 30 29 -1 17:13 P 17 - 1810/25/08 S - 20 45 FJ 30 30 0 17:07 P 17 - 1910/25/08 S - 21 15 FJ 30 30 0 17:12 P 18 - 1910/25/08 S - 22 60 FJ 30 30 0 17:40 P 19 - 2010/25/08 S - 23 60 FJ 30 30 0 17:46 P 20 - 2110/25/08 S - 24 30 FJ 30 30 0 18:00 P 21 - 2210/25/08 S - 25 30 FJ 30 30 0 18:17 P 21 - 2310/25/08 S - 26 22 FJ 30 30 0 18:16 P 22 - 2310/25/08 S - 27 30 FJ 30 30 0 18:02 P 22 - 2410/25/08 S - 28 30 FJ 30 30 0 18:15 P 23 - 24

Matt Shepard35087025

18:05

Matt Brooks, E.I.Dave McCormick, P.E.ESI

17:1217:1717:4517:51

17:0017:1017:1917:18

15:5315:5515:5516:49

14:3614:3814:4015:52

18:1018:2019:0514:35

17:4017:4017:5018:00

Number PressureEnd

TimeSeam Air Testing Seam Section

Three Brothers, ArkansasApproved By:

Area 1-3, Cell 2

Location:

Client Name: Project Number:Contractor: CQA Monitor:

NABORS LandfillPickett Industries

Project Name: Reviewed By:Address:

18:2218:2118:0718:20


Bryant, AR 72022 Phone: 501.847.9292



(ft) Start End +/- Start10/25/08 S - 29 60 FJ 30 30 0 18:10 P 24 - 2510/25/08 S - 30 60 FJ 30 30 0 18:12 P 25 - 2610/25/08 S - 31 22 FJ 30 30 0 16:50 P 3 - 1410/25/08 S - 32 22 FJ 30 30 0 16:51 P 4 - 1510/25/08 S - 33 22 FJ 30 30 0 16:56 P 5 - 1610/25/08 S - 34 22 FJ 30 30 0 17:06 P 6 - 1710/25/08 S - 35 22 FJ 30 29 -1 17:08 P 7 - 1910/25/08 S - 36 22 FJ 30 30 0 17:45 P 8 - 2010/25/08 S - 37 22 FJ 30 30 0 17:47 P 9 - 2110/25/08 S - 38 22 FJ 30 30 0 18:01 P 10 - 2210/25/08 S - 39 22 FJ 30 30 0 18:03 P 11 - 2410/25/08 S - 40 22 FJ 30 30 0 18:11 P 12 - 2510/25/08 S - 41 22 FJ 30 30 0 18:13 P 13 - 2610/28/08 S - 42 410 FJ 30 28 -2 11:05 P 13 - 2710/28/08 S - 43 410 FJ 30 30 0 11:06 P 27 - 2810/28/08 S - 44 60 FJ 30 30 0 11:00 P 26 - 2910/28/08 S - 45 35 FJ 30 30 0 10:30 P 29 - 3010/28/08 S - 46 25 FJ 30 30 0 10:48 P 29 - 3110/28/08 S - 47 22 FJ 30 30 0 10:58 P 28 - 3010/28/08 S - 48 22 FJ 30 30 0 11:04 P 27 - 2910/30/08 S - 49 115 FJ 30 30 0 16:09 P 28 - 3210/31/08 S - 50 70 FJ 30 30 0 7:54 P 32 - 3310/31/08 S - 51 20 FJ 30 30 0 8:13 P 32 - 5310/30/08 S - 52 10 FJ 30 30 0 16:06 P 35 - 3610/30/08 S - 53 35 FJ 30 30 0 16:10 P 34 - 3510/30/08 S - 54 40 FJ 30 29 -1 16:16 P 34 - 3710/30/08 S - 55 50 FJ 30 30 0 16:20 P 37 - 3810/30/08 S - 56 70 FJ 30 30 0 16:27 P 38 - 3910/30/08 S - 57 85 FJ 30 30 0 16:28 P 39 - 40

16:2116:2516:3216:33



Project Name: Reviewed By:Address: Approved By:

Area 1-3, Cell 2

Location:

Seam Air Testing Seam Section


Number PressureEnd

Time

18:1518:1716:5516:5617:0117:1117:1317:5017:5218:0618:0818:1618:1811:1011:1111:0510:3510:5311:0311:09


16:15


16:147:598:1816:11


Bryant, AR 72022 Phone: 501.847.9292



(ft) Start End +/- Start10/30/08 S - 58 100 FJ 30 30 0 16:30 P 40 - 4110/30/08 S - 59 115 FJ 30 30 0 16:41 P 41 - 4210/30/08 S - 60 30 FJ 30 30 0 17:28 P 42 - 4310/30/08 S - 61 100 FJ 30 30 0 17:33 P 42 - 4410/30/08 S - 62 22 FJ 30 30 0 17:35 P 43 - 4410/30/08 S - 63 30 FJ 30 29 -1 17:31 P 43 - 4510/30/08 S - 64 105 FJ 30 29 -1 17:31 P 44 - 4510/30/08 S - 65 145 FJ 30 30 0 17:36 P 45 - 4610/30/08 S - 66 155 FJ 30 30 0 17:38 P 46 - 4710/30/08 S - 67 170 FJ 30 30 0 17:40 P 47 - 4810/28/08 S - 68 22 FJ 30 30 0 10:41 P 30 - 3110/30/08 S - 69 180 FJ 30 30 0 17:43 P 48 - 4910/30/08 S - 70 15 FJ 30 29 -1 16:05 P 31 - 3610/30/08 S - 71 22 FJ 30 30 0 16:07 P 30 - 3510/30/08 S - 72 22 FJ 30 30 0 16:09 P 30 - 3410/30/08 S - 73 22 FJ 30 30 0 16:15 P 28 - 3710/30/08 S - 74 22 FJ 30 29 -1 16:19 P 28 - 3810/30/08 S - 75 22 FJ 30 29 -1 16:26 P 28 - 3910/30/08 S - 76 22 FJ 30 30 0 16:29 P 28 - 4010/30/08 S - 77 22 FJ 30 30 0 16:39 P 28 - 4110/31/08 S - 78 22 FJ 30 30 0 8:41 P 52 - 6310/31/08 S - 79 22 FJ 30 30 0 8:21 P 65 - 6910/30/08 S - 80 22 FJ 30 30 0 17:29 P 28 - 4210/30/08 S - 81 22 FJ 30 30 0 17:30 P 28 - 4310/30/08 S - 82 22 FJ 30 30 0 17:32 P 28 - 4510/30/08 S - 83 22 FJ 30 30 0 17:37 P 28 - 4610/30/08 S - 84 22 FJ 30 30 0 17:39 P 28 - 4710/30/08 S - 85 22 FJ 30 30 0 17:42 P 28 - 4810/31/08 S - 86 22 FJ 30 30 0 8:20 P 32 - 49


17:37


8:468:2617:3417:35

16:2416:3116:3416:44

16:1016:1216:1416:20

17:4317:4510:4617:48

17:4017:3617:3617:41

16:3516:4617:3317:38

Number PressureEnd



Area 1-3, Cell 2

Location:




17:4217:4417:428:25


Bryant, AR 72022 Phone: 501.847.9292



(ft) Start End +/- Start10/31/08 S - 87 22 FJ 30 30 0 8:10 P 32 - 5010/31/08 S - 88 20 FJ 30 29 -1 7:43 P 33 - 5310/31/08 S - 89 10 FJ 30 30 0 7:35 P 33 - 6710/31/08 S - 90 150 FJ 30 30 0 8:21 P 49 - 5010/31/08 S - 91 35 FJ 30 30 0 9:03 P 49 - 5110/31/08 S - 92 150 FJ 30 30 0 8:43 P 50 - 5210/31/08 S - 93 35 FJ 30 30 0 7:55 P 51 - 5210/31/08 S - 94 22 FJ 30 30 0 8:11 P 50 - 5110/31/08 S - 95 45 FJ 30 30 0 8:52 P 52 - 5410/31/08 S - 96 30 FJ 30 30 0 9:22 P 54 - 5510/31/08 S - 97 15 FJ 30 30 0 9:40 P 55 - 5610/31/08 S - 98 15 FJ 30 29 -1 9:46 P 56 - 5710/31/08 S - 99 15 FJ 30 30 0 9:45 P 57 - 5810/31/08 S - 100 30 FJ 30 30 0 10:00 P 58 - 5910/31/08 S - 101 45 FJ 30 29 -1 10:02 P 59 - 6010/31/08 S - 102 55 FJ 30 30 0 10:07 P 60 - 6110/31/08 S - 103 60 FJ 30 30 0 8:50 P 61 - 6210/31/08 S - 104 60 FJ 30 30 0 8:41 P 62 - 6310/31/08 S - 105 60 FJ 30 30 0 8:32 P 63 - 6410/31/08 S - 106 45 FJ 30 29 -1 8:30 P 64 - 6510/31/08 S - 107 20 FJ 30 30 0 7:46 P 65 - 6610/31/08 S - 108 15 FJ 30 30 0 7:42 P 66 - 6710/31/08 S - 109 25 FJ 30 29 -1 7:47 P 68 - 6910/31/08 S - 110 50 FJ 30 30 0 7:49 P 69 - 7010/31/08 S - 111 60 FJ 30 30 0 7:56 P 52 - 7010/31/08 S - 112 25 FJ 30 30 0 9:41 P 56 - 5810/31/08 S - 113 22 FJ 30 29 -1 9:28 P 55 - 5910/31/08 S - 114 22 FJ 30 30 0 9:21 P 54 - 6010/31/08 S - 115 22 FJ 30 30 0 8:51 P 52 - 61

9:469:339:268:56



Project Name: Reviewed By:Address: Approved By:

Area 1-3, Cell 2

Location:

Seam Air Testing Seam Section


Number PressureEnd

Time

8:157:487:408:269:088:488:008:168:579:279:459:519:5010:0510:0710:128:558:468:378:35


8:01


7:517:477:527:54


Bryant, AR 72022 Phone: 501.847.9292



(ft) Start End +/- Start10/31/08 S - 116 22 FJ 30 30 0 8:42 P 52 - 6210/31/08 S - 117 22 FJ 30 30 0 7:44 P 66 - 6810/31/08 S - 118 25 FJ 30 30 0 8:31 P 64 - 7010/31/08 S - 119 22 FJ 30 29 -1 7:43 P 67 - 6810/31/08 S - 120 22 FJ 30 30 0 7:30 P 33 - 6810/31/08 S - 121 25 FJ 30 30 0 7:56 P 52 - 5310/31/08 S - 122 22 FJ 30 30 0 7:48 P 33 - 6910/31/08 S - 123 22 FJ 30 30 0 7:50 P 33 - 70



7:358:017:537:55

8:477:498:367:48

Number PressureEnd



Area 1-3, Cell 2

Location:




Client Name: Project Number: Liner System 25809 Interstate 30 South Contractor: CQA Monitor: Bryant, AR 72022

Project Name: Reviewed By: X Primary Phone: 501.847.9292 Address: Approved By: Secondary Fax: 501.847.9210 Location: Liner Installer: Other:

REPAIRDATE PANEL DIST OFFSET TYPE WIDTH DIA QA DATE OPER PASS/ ACTION QA

(ft) (ft) (2) (3) (ft) (ft) ID ID FAIL ID

10/25/08 1-2 75 S P E 1.0 CS 10/25/08 CS PASS VT MS

10/25/08 3 240 S 10E P E 1.0 CS 10/25/08 CS PASS VT MS

10/25/08 2-3 110 S P E 2.0 CS 10/25/08 CS PASS VT MS

10/25/08 3 110 S 10 E P E 2.0 CS 10/25/08 CS PASS VT MS

10/25/08 3,4 110 S G E 1.0 CS 10/25/08 CS PASS VT MS


10/26/08 2-3-14 T E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 1,2 120 S DS1 E 2.0 CS 10/26/08 CS PASS VT MS












10/26/08 13 10 S 10 S P E 2.0 CS 10/26/08 CS PASS VT MS

NOTES: (1) Repair No.: Repairs should be numbered sequentially ABBREVIATIONS:

(2) Repair Codes.: P = Patch, C = Cap, S = Anchor Trench Ext., DS = Destructive Sample, G = Grind and Weld, T = Topping along Fusion Seam GV = Gas Vent AT = Anchor Trench

(3) Repair Types: E = Extrusion and F = Fusion EXT = Existing PP = Pipe Penetration

SIZE WELDER ID NON-DESTRUCTIVE TESTINGNO. AND

SEAM CODE LENGTH MACH OPER

LOCATION REPAIR

(1) (ft) NO ID

2

3

4

3.0

3.0

2.0

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

10.0

2.0

2.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

2.0

516

516

516

516

516

516

516

516

516

516

516

516

CG

CG

CG

516

516

516

516

516

516

516

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

1 3.0 516

Area 1-3, Cell 2 Matt Brooks, E.I.Dave McCormick, P.E.

Geomembrane Repair Log SummaryNABORS Landfill 35087025Pickett Industries Matt Shepard

Three Brothers, Arkansas ESI

CG

CG

CG

CG

CG

CG






10/26/08 3,4,14,15 P E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 4,5,15,16 P E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 5,6,16,17 P E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 16,17,18 T E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 17,18,19 T E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 6,7,17,19 P E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 7,8,19,20 P E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 8,20 10 E P E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 8,9,20,21 P E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 20,21 30 S P E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 22,23,21 T E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 9,10,21,22 P E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 10,11,22,24 P E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 22,23,24 T E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 23,24 5 N P E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 11,12,24,25 P E 2.0 CS 10/26/08 CS PASS VT MS

10/26/08 25,26 8 S P E 2.0 CS 10/26/08 CS PASS VT MS


10/28/08 13,27,12,25 P E 2.0 CS 10/28/08 CS PASS VT MS





CG

CG

CG

CG

CG

CG

Geomembrane Repair Log SummaryNABORS Landfill 35087025Pickett Industries Matt ShepardArea 1-3, Cell 2 Matt Brooks, E.I.

Dave McCormick, P.E.

21 2.0 516

CG

CG

CG

CG

CG

CG

CG

516

516

516

CG

CG

CG

CG

CG

CG

CG

516

516

516

516

516

516

516

516

516

516

516

516

516

516

516

516

4.0

2.0

4.0

3.0

4.0

4.0

2.0

2.0

2.0

4.0

3.0

2.0

2.0

2.0

2.0

2.0

36

37

38

39

32

33

34

35

28

29

30

31

25A

25B

26

27

ID

22

23

24

2.0

2.0

2.0

(1) (ft) NOMACH OPER

LOCATION REPAIRNO. AND

SEAM CODE LENGTH

SIZE WELDER ID NON-DESTRUCTIVE TESTING






10/28/08 13,26,27,29 P E 2.0 CS 10/28/08 CS PASS VT MS

10/28/08 29,30,31 T E 2.0 CS 10/28/08 CS PASS VT MS

10/28/08 27,28,29,30 P E 2.0 CS 10/28/08 CS PASS VT MS

10/30/08 30,31,35,36 P E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 30,34,35 T E 2.0 JC 10/30/08 JC PASS VT MS

10/31/08 28,30,34,37 P E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 28,37,38 T E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 28,38,39 T E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 28,39,40 T E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 39,40 12 W DS15 E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 28,40,41 T E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 28,41,42 T E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 28,42,43 T E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 43,44,45 T E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 42,43,44 T E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 44,45 17 W DS16 E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 28,43,45 T E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 28,45,46 T E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 28,46,47 P E 2.0 JC 10/31/08 JC PASS VT MS




NON-DESTRUCTIVE TESTING

MACH OPER


SEAM CODE LENGTH

SIZE WELDER ID

(1) (ft) NO ID

41

42

43

4.0

2.0

2.0

44

45

46

47

48

49

50

51

52

53

54A

54B

55

56

57

58

2.0

2.0

2.0

2.0

2.0

2.0

4.5

2.0

2.0

2.0

2.0

2.0

4.5

2.0

6.0

2.0

516

516

516

516

516

516

516

516

516

516

516

516

CG

CG

CG

516

516

516

516

516

516

516

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

40 4.0 516




CG

CG

CG

CG

CG

CG





10/31/08 47,48 43 E DS17 E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 28,47,48 T E 2.0 JC 10/31/08 JC PASS VT MS

10/31/08 28,32,48,49 P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 49,50,32 T E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 49,50 35 W 5 S P E 1.0 CS 10/31/08 JC PASS VT MS


10/31/08 49,50,51 T E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 50,51,52 T E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 32,50 10 S DS20 E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 32,33,53 T E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 33,52,53,70 P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 32,50,52,53 P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 33,69,70 T E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 33,68,69 T E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 33,67,68 T E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 66,67,68 T E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 66,68 10 W G E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 65,66,68,69 P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 65,66 20 S 8 E P E 2.0 CS 10/31/08 JC PASS VT MS






CG

CG

CG

CG

CG

CG



59 4.5 516

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

516

516

516

516

516

516

516

516

516

516

516

516

2.0

2.0

1.0

516

516

516

516

516

516

516

2.0

2.0

4.0

2.0

78

1.0

1.0

2.0

2.0

4.5

2.0

2.0

2.0

2.0

74

75

76

77

70

71

72

73

63

64

65

66

67

68

69

5.0

3.0

2.0

60

61

62

LENGTH

SIZE WELDER ID

(1) (ft) NO ID


SEAM CODE


MACH OPER





10/31/08 64,65,69,70 P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 70,52 33 E DS18 E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 52,63,64,70 P E 2.0 CS 10/31/08 JC PASS VT MS


10/31/08 52,62,63 T E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 62,63 40 S DS19 E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 52,61,62 T E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 52,54,60,61 P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 54,55,59,60 P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 52,54 10 W 5 N P E 2.0 CS 10/31/08 JC PASS VT MS



10/31/08 55,56,58,59 P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 55,59 10 NW P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 59,60 5 S 5 W P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 56,58 8 NW P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 55,56 10 W P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 57,58,56 T E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 57,58 1 S P E 2.0 CS 10/31/08 JC PASS VT MS

10/31/08 57,58 6 S 8 E G E 1.0 CS 10/31/08 JC PASS VT MS





MACH OPERNO. AND

SEAM CODE LENGTH

SIZE WELDER ID

(1) (ft) NO ID

LOCATION REPAIR

4.5

5.0

4.0

80

81

82

87

88

89

83

84

85

86

90

91

92

93

98

94

95

96

97

2.0

4.5

2.0

2.0

2.0

1.0

2.0

2.0

2.0

2.0

516

516

516

2.0

2.0

2.0

4.0

4.0

2.0

516

516

516

516

516

516

516

516

516

516

516

516

516

516

516

516

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

79 2.0 516




CG

CG

CG

CG

CG

CG





10/31/08 58,59 15 S 10 W G E 1.0 CS 10/31/08 JC PASS VT MS

10/31/08 59,60 10 S 5 E G E 1.0 CS 10/31/08 JC PASS VT MS





11/6/08 58,59 0 DS21 E 2.0 NA 10/25/08 NA PASS VT JM

11/6/08 56,57 0 DS22 E 2.0 NA 10/25/08 NA PASS VT JM





CG



JC

JC

CG

CG

CG

CG

516

516

516

516

516

516

516

2.0

4.0

4.0

4.0

103

104

105

106

2.0

4.0

100

101

102

ID

LOCATION REPAIR

1.0 CG

99 1.0 516

(1) (ft) NOSEAM CODE LENGTH

SIZE WELDER ID NON-DESTRUCTIVE TESTING

MACH OPERNO. AND


APPENDIX M Geosynthetic Seam Destructive Test Results

Geomembrane Destructive Test Log Summary 25809 Interstate 30 South

Project Number: Bryant, AR 72022 CQA Monitor: Peel Extrusion = 78 Phone: 501.847.9292 Reviewed By: Shear Extrusion = 120 Fax: 501.847.9210 Approved By: Peel Fusion = 90

Location: Liner Installer: Shear Fusion = 120

Sample Seam Machine LabID Number Number Pass/Fail

P 118 112 124 122 134 121 128 122 128 125SP 146 123 144 127 149 133 149 119 125 138SP 117 127 127 125 133 128 119 120 125 134SP 130 123 118 122 136 126 126 119 134 114SP 115 134 114 132 116 134 113 137 113 126SP 112 117 108 123 126 126 110 113 123 119SP 126 130 111 120 134 136 124 112 122 114SP 125 113 130 105 111 123 104 117 123 115SP 116 127 109 111 106 127 100 123 130 121SP 127 127 111 132 108 109 107 132 120 109SP 122 131 120 123 111 126 124 113 113 129SP 120 115 122 108 126 114 122 111 110 114SP 110 117 104 115 120 127 115 121 129 131SP 121 119 126 132 121 129 133 130 119 127SP 104 126 101 120 109 132 106 116 107 140S

Client Name: Destructive Testing SpecificationsContractor:

Project Name:


35087025

Matt Brooks, E.I.Matt Shepard

Address:Three Brothers, Arkansas

Date Test ValuesInitialsSeamer

ESIDave McCormick, P.E.

Field Commentslbs/inch Pass/Fail

Pass Pass215 154 201 207 209PS

10/25/08 DS-2 S-3 20776 EV

10/25/08 DS-1 S-2 20849

Pass Pass187 190 192 186 186

Pass Pass181 186 185 185 184ML

10/25/08 DS-4 S-5 20837 JC

10/25/08 DS-3 S-4 1222

Pass Pass169 169 170 172 171

Pass Pass176 175 178 180 180PS

10/25/08 DS-6 S-7 20849 PS

10/25/08 DS-5 S-6 20849

Pass Pass173 168 174 176 167

Pass Pass175 170 167 171 170JC

10/25/08 DS-8 S-9 20776 EV

10/25/08 DS-7 S-8 20837

Pass Pass167 173 157 162 163

Pass Pass169 165 166 162 161ML

10/25/08 DS-10 S-11 20849 PS

10/25/08 DS-9 S-10 1222

Pass Pass164 159 160 161 164

Pass Pass164 160 158 163 163JC

10/25/08 DS-12 S-13 20776 EV

10/25/08 DS-11 S-12 20837

164 161 170 163 161

S-42 20837

Pass Pass

Pass Pass162 157 154 171 167

167 173

JC

10/28/08 DS-14 S-43 1222 ML

10/28/08 DS-13

10/31/08 DS-15 S-57 20837 Pass Pass160 161 166 160 161JC

Pass Pass162 165 159

Geomembrane Destructive Test Log Summary 25809 Interstate 30 South

Project Number: Bryant, AR 72022 CQA Monitor: Peel Extrusion = 78 Phone: 501.847.9292 Reviewed By: Shear Extrusion = 120 Fax: 501.847.9210 Approved By: Peel Fusion = 90

Location: Liner Installer: Shear Fusion = 120

Sample Seam Machine LabID Number Number Pass/Fail

P 122 118 121 117 137 106 138 121 124 114SP 119 110 110 112 124 107 137 118 116 108SP 129 118 143 114 131 116 134 122 123 113SP 140 110 130 111 131 109 123 102 134 122SP 113 118 105 116 120 114 108 113 124 120SP 107 124 104 117 125 111 134 109 113 117SP 128 120 129 119 128 122 128 123 125 121S

EV11/6/08 DS-22 S-98 20776 Pass Pass169 169 171 169 171

Pass Pass166 164 165 165 165

PS

11/6/08 DS-21 S-100 20776 EV

10/31/08 DS-20 S-87 20849 Pass Pass185 181 178 179 187

Pass Pass187 182 185 180 178

ML

10/31/08 DS-19 S-104 20837 JC

10/31/08 DS-18 S-111 1222 Pass Pass178 182 185 181 185

Pass Pass178 182 185 172 178

JC

10/31/08 DS-17 S-67 20837 JC

10/31/08 DS-16 S-64 20837 Pass Pass178 179 185 172 178

Field Commentslbs/inch Pass/Fail

Address:Three Brothers, Arkansas

Date Test ValuesInitialsSeamer

ESIDave McCormick, P.E.

Client Name: Destructive Testing SpecificationsContractor:

Project Name:


35087025

Matt Brooks, E.I.Matt Shepard


APPENDIX N Collection System Test Results



November 6, 2008 David McCormick GENESIS /TERRACON 11400 W. Baseline Rd. Little Rock, AR 72209 RE: Nabors Lf Cell 2 Dear Mr. McCormick: Thank you for consulting Precision Geosynthetic Laboratories for your material testing needs. Enclosed is the final laboratory report for the testing of one (1) Non-woven Geotextile sample received on November 3, 2008. It shall be noted that the sample tested is believed to be a true representative of the material produced under the designation herein stated. In addition, the attached laboratory tests results are considered indicative only of the quality of samples/specimens that were actually tested. The appropriate tests methods hereby employed are based on the current and accepted industry practices. Precision Geosynthetic Laboratories neither accepts responsibility for nor makes claims to the intended final use and purpose of the material. By accepting the data and results presented on this report, the Client agrees to limit the liability of Precision Geosynthetic Laboratories from Client and all other parties for claims arising out of the use of this data to the cost for the respective tests presented in this report; and the Client agrees to indemnify and hold harmless Precision Geosynthetic Laboratories from and against all liabilities in excess of the aforementioned limit. The test data and all associated project information shall be held confidential and not to be reproduced and/or disclosed to other parties except in full and with prior written approval from pertinent entity duly authorized by the respective client or from the client itself. It is a policy of the company to keep physical records of each job for two (2) years commencing from the date of receipt of the samples and keep its corresponding electronic file for seven (7) years. Failed seam samples are kept for two (2) years and good seam samples are disposed of after two (2) weeks. Similarly, retained conformance samples are disposed of after one (1) month. On the other hand, should you need us to keep them at longer time, please advise us in writing. Should you have any questions or if we may be of further service to you, please do not hesitate to contact us at telephone number: 800-522-4599. Sincerely, PRECISION GEOSYNTHETIC LABORATORIES





PROJECT NAME: Nabors Lf Cell 2


MATERIAL DESCRIPTION: Non-woven Geotextile SAMPLE SENT BY: J. McHan, Terracon DATE RECEIVED: November 3, 2008 DATE REPORTED: November 6, 2008 SAMPLE IDENTIFICATIONS: SAMPLE ID PRECISION CONTROL NUMBER

R#030196536 52711

TESTS REQUIRED: TEST METHOD DESCRIPTION ASTM D1777 Thickness ASTM D5261 Mass Per Unit ASTM D4833 Puncture Resistance ASTM D4751 Apparent Opening Size TEST CONDITIONS: The sample was conditioned for a minimum one hour in the laboratory at 22 + 2oC (71.6 + 3.6oF) and at 60 + 10% relative humidity prior to test. TEST RESULTS: The test results are summarized in Table 1. The units in which the data are reported are included on this table. PRECISION GEOSYNTHETIC LABORATORIES


11/6/2008




Client Sample ID: R#030196536 PGL Control No.:Material Description: Non-woven Geotextile



Test Option #1 Used deadweight type dial micrometer with 1.129+/-0.001in dia presser foot with an applied pressure of

0.6+/-0.03psi provided by a 272gm weight.

110 115 102 110 112 106 111 106 103 112 109 4 102 115

ASTM D5261 Mass per Unit Area (oz/ yd.2)Test Specimen Size: 4" x 8"

10.0 10.6 10.0 10.2 10.1 10.2 0.2 10.0 10.6

ASTM D4833 Puncture Resistance (lbs) Specimens were tested as directed in Test Method D4833. They were clamped without tension between circular plates of a ring

clamp attachment secured in the tensile machine. Test specimens extended to or beyond the outer edges of the clamping plates.

138 140 138 140 138 129 136 138 142 131 135 4 129 142

129 136 135 129 135ASTM D4751 Apparent Opening Size (U.S. standard sieve size)

Specimens were tested as directed in Test Method D4751.Type of sieve shaker used is W.S. Tyler Rotap.

100-140 100-140 100-140 100-140 100-140 100-140 N/AASTM D4751 Apparent Opening Size (mm)

Specimens were tested as directed in Test Method D4751.Type of sieve shaker used is W.S. Tyler Rotap.

0.150 0.150 0.150 0.150 0.150 0.150 0.000 0.150 0.150

G08152752711



Project Number:Project Name:Location:Source: GRV-1Project Manager:Date: 3072.99

378.94

2694.05

SOIL DESC.:

3" 0.00 0.00 0.0% 100.0%

1 1/2" 1031.81 1031.81 38.3% 61.7%

3/4 1555.13 2586.94 96.0% 4.0%

3/8 105.16 2692.10 99.9% 0.1%

# 4 0.43 2692.53 99.9% 0.1%

# 8 0.00 2692.53 99.9% 0.1%

# 40 0.74 2693.27 100.0% 0.0%

# 200 0.78 2694.05 100.0% 0.0%

PAN 0.00 2694.05 100.0% 0.0%

TECHNICIAN: PASS:

CHECKED BY: FAIL:



(g)

Cumulative Percent

Reatined (%)

SAMPLE NUMBER:

11/6/2008D McC

DRY WT. & TARE (g) :TARE (g) :


Gravel

Cumulative Percent


N/ANABORS Area 1-3, Cell 235087025

Donald Walls

N/A


Terracon Consultants, Inc.25809 Interstate 30 South

Bryant, AR 72022Phone 501.847.9292



Project Number:Project Name:Location:Source: GRV-2Project Manager:Date: 2877.48

397.32

2480.16

SOIL DESC.:

3" 0.00 0.00 0.0% 100.0%

1 1/2" 1081.74 1081.74 43.6% 56.4%

3/4 850.28 1932.02 77.9% 22.1%

3/8 510.72 2442.74 98.5% 1.5%

# 4 36.67 2479.41 100.0% 0.0%

# 8 0.75 2480.16 100.0% 0.0%

# 40 0.00 2480.16 100.0% 0.0%

# 200 0.00 2480.16 100.0% 0.0%

PAN 0.00 2480.16 100.0% 0.0%

TECHNICIAN: PASS:

CHECKED BY: FAIL:



(g)

Cumulative Percent

Reatined (%)

SAMPLE NUMBER:

11/6/2008D McC

DRY WT. & TARE (g) :TARE (g) :


Gravel

Cumulative Percent


N/ANABORS Area 1-3, Cell 235087025

Donald Walls

N/A


Terracon Consultants, Inc.25809 Interstate 30 South

Bryant, AR 72022Phone 501.847.9292



APPENDIX O Photographic Log


APPENDIX P Resumes of Installers

Name: Fortino AyalaPosition: Field Supervisor, Quality Control Supervisor, and Master Seamer

Fortino has been employed with Environmental Specialties International, Inc. since April 2007. His experience is from his prior employment with GSE Lining Technology,Inc., formerlyGundle Lining Construction Corporation and SLT, and Comanco

SQUARECUSTOMER LOCATION MATERIAL FEET COMMENTS

WMI Pine Tree Acres Michigan 60 HD/gcl 1,940,930 CellWMI Pine Tree Acres Michigan 60 HD/GCL/Geocomp 1,149,787 CellWMI Tri-City Michigan 60 HD/GCL/Geocomp 902,357 CellWMI Eagle Valley Michigan 60 HD/gcl/gecomp 1,571,116 CellWMI Eagle Valley Michigan 60 HD/gcl/gecomp 325,028 CellWMI Woodland Meadows Michigan 60 HD/gcl/geotextile 395,337 CellWMI Woodland Meadows Michigan 60 HD/gcl/geotextile 383,717 CellWMI Autumn Hills Michigan 60 HD/GCL/Geocomp 646,422 CellWMI Mountain Viewl West Virgina 60 HD/gcl 121,773 CellWMI Anderson South CanyonAnderson, CA 60 HD/gcl 103,770 CellWMI Anderson Leachate PondAnderson, CA 60HD/GCL 841,957 PondsWMI Olympic View Washington 60 HD/GCL 3,883,114 CapWMI Olympic View Washington 60 HD/GCL 186,648 CapWMI Westside Michigan 60 HD/ GCL 32,096 CellWMI Peoples LF Birch Run, Michigan 60 HD, GCL, Geocomp, Textile 47,459 CellWMI Westside Michigan 60 HD/GCL 229,180 CellWMI Northern Oaks Michigan 60 HD/GCL/Geocomp 141,768 CellMississippi Chemical CorpMississippi 60 HD 3,058,618 PondsWMI Jefferson County Arkansas 60 HD 440,799 CellGeorgia Pacific Louisiana 60 HD 671,000 CellNWS Battle Creek Virginia 60 HD 314,739 CellWMI Pottstown Pennsylvania 60 HD 703,429 landfill closureWMI Cedar Ridge Michigan 40 LLDPE/geotextile 3,931,494 landfill closureCement Kiln Dust Piles Michigan 60 HD 2,477,471 TJ Maxx Philly Dist. CenterPennsylvania 40 HD 3,355,305 Allied Conestoga Pennsylvania 60 HD 353,363 Town of North Hempstead New York 60 HD 3,403,335 Allied /BFI Fall River Massachussets 60 HD 1,389,549 Northside Storage Area Florida 60 HD 5,116,523 110 Sand Co. New York 60 HD/HDT/composite 1,813,915 Hilltop Sand & Gravel Virginia 60 HD 1,067,387 Geocon Sonia Rd LF New York 60 HD/HDT/geotextile 830,170

TOTAL 41,829,556

ENVIRONMENTAL SPECIALTIES INTERNATIONAL, INC.

EXPERIENCE RESUME

Page 1

Name: Cesar GonzalezPosition: Master Seamer

Cesar has been employed with Environmental Specialties International, Inc. since April 2007. His experience is from his prior employment with GSE Lining Technology, Inc., formerlyGundle Lining Construction Corporation and SLT, and Comanco.


WMI Pine Tree Acres Michigan 60 HD/gcl 1,940,930 CellWMI Pine Tree Acres Michigan 60 HD/GCL/Geocomp 1,149,787 CellWMI Suburban Slope RepairOhio 60 HD/GCL/Geocomp 570,528 CellWMI Coshocton Ohio 60 HD 322,740 CellWMI Suburban Ohio 60HD/gcl/geocomp 155,301 CellWMI Tri-City Michigan 60 HD/GCL/Geocomp 902,357 CellWMI Geneva Geneva, Ohio 60 HD/gcl 146,564 CellWMI Eagle Valley Michigan 60 HD/gcl/gecomp 1,571,116 CellWMI Eagle Valley Michigan 60 HD/gcl/gecomp 325,028 CellWMI Hardy Road Ohio 40 LLDPE/geotextile 1,991,926 CapWMI Woodland Meadows Michigan 60 HD/gcl/geotextile 395,337 CellWMI Woodland Meadows Michigan 60 HD/gcl/geotextile 383,717 CellWMI Autumn Hills Michigan 60 HD/GCL/Geocomp 646,422 CellWMI Mountain Viewl West Virgina 60 HD/gcl 121,773 CellWMI Anderson South CanyonAnderson, CA 60 HD/gcl 103,770 CellWMI Anderson Leachate PondAnderson, CA 60HD/GCL 841,957 PondsWMI Olympic View Washington 60 HD/GCL 3,883,114 CapWMI Olympic View Washington 60 HD/GCL 186,648 CapWMI Westside Michigan 60 HD/ GCL 32,096 CellWMI Peoples LF Birch Run, Michigan 60 HD, GCL, Geocomp, Textile 47,459 CellWMI Westside Michigan 60 HD/GCL 229,180 CellWMI Northern Oaks Michigan 60 HD/GCL/Geocomp 141,768 Cell

TOTAL 16,089,518


EXPERIENCE RESUME

Page 1

Name: Vanhphachay ChanthachonePosition: Master Seamer and Technician

Vanhphachay has been employed with Environmental Specialties International, Inc. . since March 2007. His experience is from his prior employment with GSE Lining Technology Corp., formerlyGundle Lining Construction Corp.


Georgia Pacific Lynchburg, VA 30 VLT/composite 508,878 paper mill LF closureSouthern Jackson WWTFRipley, WV 60 HD 108,000 WWTF/hanging ballast'sBerryville WWTF Berryville, VA 60 HD 151,200 WWTF/hanging ballast'sHalifax County Pond Halifax, VA 40 HD 40,000 MSWBrown Station Rd. LF Landover, MD white 60 HD/net/geo 652,050 MSWBedford County Landfill Bedford, VA 40 VLT/geotextile 1,107,000 landfill closureTucker County Landfill Thomas, WV 60 HDT 139,387 MSWFirst Piedmont Chatham, VA 40 VLT/GCL 93,000 hazardous LF closureCampbell County Landfill Rustburg, VA 60 HDT 319,800 MSWSmythe County Landfill Chilhowie, VA 40 VLT 153,200 landfill closureOtis Air Force Base Cape Cod, MA 40 VL/VLT/GCL 900,000 landfill closureBaker Place Landfill Grovetown, GA 60 HDT 807,142 MSWNorth Wake County LF Raleigh, NC 60 HDT 1,209,600 MSWGiles County Landfill Pearisburg, VA 40 VLT 292,516 landfill closureBabylon Landfill Babylon, NY 60 HD/HDT 800,000 landfill closure;ash cellsFBI Fingerprint Facility Clarksburg, WV 60 HDT 20,000 treatment pondTuxedo Landfill Tuxedo, NY 60 HD/HDT 461,295 MSWBFI Chicopee Chicopee, MA 40 HD/HDT 881,760 landfill closureFrederick County Landfill Winchester, VA 60 HD/HDT 123,870 leachate pondLILCO Port Jefferson, NY 80 HD 16,559 power plantChem Waste Model City, NY 40 HD/HDT/composite 766,085 MSWKeystone Sanitary LandfilScranton, PA 40/60 HD 3,458,516 MSW

TOTAL 13,009,858


EXPERIENCE RESUME

Page 1

Name: Sompheng KhanhthamanyPosition: Master Seamer and Technician

Sompheng has been employed with Environmental Specialties International, Inc. . Since September 2006. His experience is from his prior employment with GSE Lining Technology Corp., formerlyGundle Lining Construction Corp.


BFI Bigfoot Morrow, OH 60 HD/HDT/composite 214,377 MSWKennecott Copper Bingham Canyon, UT 60 HD 290,915 leach padSpotsylvania County LF Fredericksburg, VA 40 VL/composite 450,717 landfill closureHenrico County Landfill Richmond, VA 40 HDT/composite 1,339,414 landfill closure; double layer compMarion County Landfill Ocala, FL 60/100 HD 1,158,475 MSWPiedmont Mining Kershaw, SC 40/60 HD 448,043 leach padAlcoa Ft. Meade, FL 60 HD 726,000 refinery collection cellRocky River WWTF Anderson, SC 40 HD 196,642 waste water treatmentBFI Greentree DuBois, PA 60 HD/HDT/composite 381,849 MSWFaircloth Farms Clinton, NC 60 HD 27,585 private lagoonChesapeake Paper West Point, VA 60 HD/HDT/geotextile 514,208 paper mill landfill closureNational Aquarium Baltimore, MD 80 HD 48,808 ozone tower linerEast Ky. Power Burnside, KY 80 HD/HDT 319,765 power plantBFI Greentree Cap DuBois, PA 40 VL 166,000 landfill closureBedford City Landfill Bedford, VA 60 HDT 177,029 MSWSycamore Landfill Hurricane, WV 60 HDT/composite 185,617 MSWNottoway County LF Nottoway, VA 60 HDT 207,000 MSW/conductive liner in lagoonBrandywine Sediment Brandywine, MD 60 HDT 200,000 Power PlantAmherst County Landfill Amherst, VA white 60 HDT 411,750 MSW/conductive liner in lagoonHalifax County Landfill Halifax, VA 60 HDT 222,785 MSWS & S Landfill Clarksburg, WV 60 HD/HDT/composite 142,000 MSWCity of Roanoke WWTF Roanoke, VA 60 HD 1,112,382 waste water treatmentSchuylkill Landfill Ft. Lee, VA 40 VLT/composite 337,206 Corp. of EngineersTown of Worthington Clarksburg, WV 60 HD 50,000 waste water treatmentNelson County Landfill Livingston, VA 40 VLT 243,000 landfill closureFrederick County LF Winchester, VA 40 VLT 938,250 landfill closureFrederick County LF Winchester, VA white 60 HDT 349,650 MSWMillersville Landfill Severn, MD 40 HD/HDT/composite 3,535,000 landfill closureGeorgia Pacific Lynchburg, VA 30 VLT/composite 508,878 paper mill LF closureSouthern Jackson WWTFRipley, WV 60 HD 108,000 WWTF/hanging ballast'sBerryville WWTF Berryville, VA 60 HD 151,200 WWTF/hanging ballast'sHalifax County Pond Halifax, VA 40 HD 40,000 MSW

TOTAL 15,202,545


EXPERIENCE RESUME

Page 1

Name: Somboun SadakhounePosition: Master Seamer and Technician

Somboun has been employed with Environmental Specialties International, Inc. . Since September 2006. His experience is from his prior employment with GSE Lining Technology Corp., formerlyGundle Lining Construction Corp.



TOTAL 15,202,545


EXPERIENCE RESUME

Page 1

Name: Smith PhommachanhPosition: Master Seamer and Technician

Smith has been employed with Environmental Specialties International, Inc. . Since September 2006. His experience is from his prior employment with GSE Lining Technology Corp., formerlyGundle Lining Construction Corp.



TOTAL 15,202,545


EXPERIENCE RESUME

Page 1

Name: Rafael HernandezPosition: Master Seamer

Rafael has been employed with Environmental Specialties International, Inc. since April 2007. His experience is from his prior employment with GSE Lining Technology, Inc., formerlyGundle Lining Construction Corporation and SLT, and Comanco.


WMI Pine Tree Acres Michigan 60 HD/gcl 1,940,930 CellWMI Pine Tree Acres Michigan 60 HD/GCL/Geocomp 1,149,787 CellWMI Suburban Slope RepairOhio 60 HD/GCL/Geocomp 570,528 CellWMI Coshocton Ohio 60 HD 322,740 CellWMI Suburban Ohio 60HD/gcl/geocomp 155,301 CellWMI Tri-City Michigan 60 HD/GCL/Geocomp 902,357 CellWMI Geneva Geneva, Ohio 60 HD/gcl 146,564 CellWMI Eagle Valley Michigan 60 HD/gcl/gecomp 1,571,116 CellWMI Eagle Valley Michigan 60 HD/gcl/gecomp 325,028 CellWMI Hardy Road Ohio 40 LLDPE/geotextile 1,991,926 CapWMI Woodland MeadowsMichigan 60 HD/gcl/geotextile 395,337 CellWMI Woodland MeadowsMichigan 60 HD/gcl/geotextile 383,717 CellWMI Autumn Hills Michigan 60 HD/GCL/Geocomp 646,422 CellWMI Mountain Viewl West Virgina 60 HD/gcl 121,773 CellWMI Anderson South CanyonAnderson, CA 60 HD/gcl 103,770 CellWMI Anderson Leachate PondAnderson, CA 60HD/GCL 841,957 PondsWMI Olympic View Washington 60 HD/GCL 3,883,114 CapWMI Olympic View Washington 60 HD/GCL 186,648 CapWMI Westside Michigan 60 HD/ GCL 32,096 CellWMI Peoples LF Birch Run, Michigan 60 HD, GCL, Geocomp, Textile 47,459 CellWMI Westside Michigan 60 HD/GCL 229,180 CellWMI Northern Oaks Michigan 60 HD/GCL/Geocomp 141,768 Cell

TOTAL 16,089,518


EXPERIENCE RESUME

Page 1

Name: Phetsamone SylaphethPosition: Master Seamer and Technician

Phetsamone has been employed with Environmental Specialties International, Inc. . since September 2006. His experience is from his prior employment with GSE Lining Technology Corp., formerlyGundle Lining Construction Corp.


Faircloth Farms Clinton, NC 60 HD 27,585 private lagoonChesapeake Paper West Point, VA 60 HD/HDT/geotextile 514,208 paper mill landfill closureNational Aquarium Baltimore, MD 80 HD 48,808 ozone tower linerEast Ky. Power Burnside, KY 80 HD/HDT 319,765 power plantBFI Greentree Cap DuBois, PA 40 VL 166,000 landfill closureBedford City Landfill Bedford, VA 60 HDT 177,029 MSWSycamore Landfill Hurricane, WV 60 HDT/composite 185,617 MSWNottoway County LF Nottoway, VA 60 HDT 207,000 MSW/conductive liner in lagoonBrandywine Sediment Brandywine, MD 60 HDT 200,000 Power PlantAmherst County Landfill Amherst, VA white 60 HDT 411,750 MSW/conductive liner in lagoonHalifax County Landfill Halifax, VA 60 HDT 222,785 MSWS & S Landfill Clarksburg, WV 60 HD/HDT/composite 142,000 MSWCity of Roanoke WWTF Roanoke, VA 60 HD 1,112,382 waste water treatmentSchuylkill Landfill Ft. Lee, VA 40 VLT/composite 337,206 Corp. of EngineersTown of Worthington Clarksburg, WV 60 HD 50,000 waste water treatmentNelson County Landfill Livingston, VA 40 VLT 243,000 landfill closureFrederick County LF Winchester, VA 40 VLT 938,250 landfill closureFrederick County LF Winchester, VA white 60 HDT 349,650 MSWMillersville Landfill Severn, MD 40 HD/HDT/composite 3,535,000 landfill closureGeorgia Pacific Lynchburg, VA 30 VLT/composite 508,878 paper mill LF closureSouthern Jackson WWTF Ripley, WV 60 HD 108,000 WWTF/hanging ballast'sBerryville WWTF Berryville, VA 60 HD 151,200 WWTF/hanging ballast'sHalifax County Pond Halifax, VA 40 HD 40,000 MSWBrown Station Rd. LF Landover, MD white 60 HD/net/geo 652,050 MSWBedford County Landfill Bedford, VA 40 VLT/geotextile 1,107,000 landfill closureTucker County Landfill Thomas, WV 60 HDT 139,387 MSWFirst Piedmont Chatham, VA 40 VLT/GCL 93,000 hazardous LF closureCampbell County Landfill Rustburg, VA 60 HDT 319,800 MSWSmythe County Landfill Chilhowie, VA 40 VLT 153,200 landfill closureOtis Air Force Base Cape Cod, MA 40 VL/VLT/GCL 900,000 landfill closureBaker Place Landfill Grovetown, GA 60 HDT 807,142 MSWNorth Wake County LF Raleigh, NC 60 HDT 1,209,600 MSWGiles County Landfill Pearisburg, VA 40 VLT 292,516 landfill closureBabylon Landfill Babylon, NY 60 HD/HDT 800,000 landfill closure;ash cellsFBI Fingerprint Facility Clarksburg, WV 60 HDT 20,000 treatment pondTuxedo Landfill Tuxedo, NY 60 HD/HDT 461,295 MSWBFI Chicopee Chicopee, MA 40 HD/HDT 881,760 landfill closureFrederick County Landfill Winchester, VA 60 HD/HDT 123,870 leachate pondLILCO Port Jefferson, NY 80 HD 16,559 power plantChem Waste Model City, NY 40 HD/HDT/composite 766,085 MSWKeystone Sanitary Landfill Scranton, PA 40/60 HD 3,458,516 MSW

TOTAL 22,197,893


EXPERIENCE RESUME

Page 1

Name: Patrisk SengthavornPosition: Master Seamer and Technician

Patrisk has been employed with Environmental Specialties International, Inc. . since September 2006. His experience is from his prior employment with GSE Lining Technology Corp., formerlyGundle Lining Construction Corp.


Faircloth Farms Clinton, NC 60 HD 27,585 private lagoonChesapeake Paper West Point, VA 60 HD/HDT/geotextile 514,208 paper mill landfill closureNational Aquarium Baltimore, MD 80 HD 48,808 ozone tower linerEast Ky. Power Burnside, KY 80 HD/HDT 319,765 power plantBFI Greentree Cap DuBois, PA 40 VL 166,000 landfill closureBedford City Landfill Bedford, VA 60 HDT 177,029 MSWSycamore Landfill Hurricane, WV 60 HDT/composite 185,617 MSWNottoway County LF Nottoway, VA 60 HDT 207,000 MSW/conductive liner in lagoonBrandywine Sediment Brandywine, MD 60 HDT 200,000 Power PlantAmherst County Landfill Amherst, VA white 60 HDT 411,750 MSW/conductive liner in lagoonHalifax County Landfill Halifax, VA 60 HDT 222,785 MSWS & S Landfill Clarksburg, WV 60 HD/HDT/composite 142,000 MSWCity of Roanoke WWTF Roanoke, VA 60 HD 1,112,382 waste water treatmentSchuylkill Landfill Ft. Lee, VA 40 VLT/composite 337,206 Corp. of EngineersTown of Worthington Clarksburg, WV 60 HD 50,000 waste water treatmentNelson County Landfill Livingston, VA 40 VLT 243,000 landfill closureFrederick County LF Winchester, VA 40 VLT 938,250 landfill closureFrederick County LF Winchester, VA white 60 HDT 349,650 MSWMillersville Landfill Severn, MD 40 HD/HDT/composite 3,535,000 landfill closureGeorgia Pacific Lynchburg, VA 30 VLT/composite 508,878 paper mill LF closureSouthern Jackson WWTF Ripley, WV 60 HD 108,000 WWTF/hanging ballast'sBerryville WWTF Berryville, VA 60 HD 151,200 WWTF/hanging ballast'sHalifax County Pond Halifax, VA 40 HD 40,000 MSWBrown Station Rd. LF Landover, MD white 60 HD/net/geo 652,050 MSWBedford County Landfill Bedford, VA 40 VLT/geotextile 1,107,000 landfill closureTucker County Landfill Thomas, WV 60 HDT 139,387 MSWFirst Piedmont Chatham, VA 40 VLT/GCL 93,000 hazardous LF closureCampbell County Landfill Rustburg, VA 60 HDT 319,800 MSWSmythe County Landfill Chilhowie, VA 40 VLT 153,200 landfill closureOtis Air Force Base Cape Cod, MA 40 VL/VLT/GCL 900,000 landfill closureBaker Place Landfill Grovetown, GA 60 HDT 807,142 MSWNorth Wake County LF Raleigh, NC 60 HDT 1,209,600 MSWGiles County Landfill Pearisburg, VA 40 VLT 292,516 landfill closureBabylon Landfill Babylon, NY 60 HD/HDT 800,000 landfill closure;ash cellsFBI Fingerprint Facility Clarksburg, WV 60 HDT 20,000 treatment pondTuxedo Landfill Tuxedo, NY 60 HD/HDT 461,295 MSWBFI Chicopee Chicopee, MA 40 HD/HDT 881,760 landfill closureFrederick County Landfill Winchester, VA 60 HD/HDT 123,870 leachate pondLILCO Port Jefferson, NY 80 HD 16,559 power plantChem Waste Model City, NY 40 HD/HDT/composite 766,085 MSWKeystone Sanitary Landfill Scranton, PA 40/60 HD 3,458,516 MSW

TOTAL 22,197,893


EXPERIENCE RESUME

Page 1

Name: Mauricio HernandezPosition: Master Seamer

Mauricio has been employed with Environmental Specialties International, Inc. since April 2007. His experience is from his prior employment with GSE Lining Technology, Inc., formerlyGundle Lining Construction Corporation and SLT, and Comanco.



TOTAL 16,089,518


EXPERIENCE RESUME

Page 1

Name: Martin ResendizPosition: Master Seamer

Martin has been employed with Environmental Specialties International, Inc. since April 2007. His experience is from his prior employment with GSE Lining Technology,Inc., formerlyGundle Lining Construction Corporation and SLT, and Comanco.


WMI Pine Tree Acres Michigan 60 HD/gcl 1,940,930 CellWMI Pine Tree Acres Michigan 60 HD/GCL/Geocomp 1,149,787 CellWMI Suburban Slope RepairOhio 60 HD/GCL/Geocomp 570,528 CellWMI Coshocton Ohio 60 HD 322,740 CellWMI Suburban Ohio 60HD/gcl/geocomp 155,301 CellWMI Tri-City Michigan 60 HD/GCL/Geocomp 902,357 CellWMI Geneva Geneva, Ohio 60 HD/gcl 146,564 CellWMI Eagle Valley Michigan 60 HD/gcl/gecomp 1,571,116 CellWMI Eagle Valley Michigan 60 HD/gcl/gecomp 325,028 CellWMI Hardy Road Ohio 40 LLDPE/geotextile 1,991,926 CapWMI Woodland Meadows Michigan 60 HD/gcl/geotextile 395,337 CellWMI Woodland Meadows Michigan 60 HD/gcl/geotextile 383,717 CellWMI Autumn Hills Michigan 60 HD/GCL/Geocomp 646,422 CellWMI Mountain Viewl West Virgina 60 HD/gcl 121,773 CellWMI Anderson South CanyonAnderson, CA 60 HD/gcl 103,770 CellWMI Anderson Leachate PondAnderson, CA 60HD/GCL 841,957 PondsWMI Olympic View Washington 60 HD/GCL 3,883,114 CapWMI Olympic View Washington 60 HD/GCL 186,648 CapWMI Westside Michigan 60 HD/ GCL 32,096 CellWMI Peoples LF Birch Run, Michigan 60 HD, GCL, Geocomp, Textile 47,459 CellWMI Westside Michigan 60 HD/GCL 229,180 CellWMI Northern Oaks Michigan 60 HD/GCL/Geocomp 141,768 CellMississippi Chemical CorpMississippi 60 HD 3,058,618 PondsWMI Jefferson County Arkansas 60 HD 440,799 CellGeorgia Pacific Louisiana 60 HD 671,000 CellNWS Battle Creek Virginia 60 HD 314,739 CellWMI Cedar Ridge Michigan 40 LLDPE/geotextile 3,931,494 landfill closureCement Kiln Dust Piles Michigan 60 HD 2,477,471 TJ Maxx Philly Dist. CenterPennsylvania 40 HD 3,355,305 Allied Conestoga Pennsylvania 60 HD 353,363 Town of North Hempstead New York 60 HD 3,403,335 Allied /BFI Fall River Massachussets 60 HD 1,389,549 Northside Storage Area Florida 60 HD 5,116,523 110 Sand Co. New York 60 HD/HDT/composite 1,813,915 Hilltop Sand & Gravel Virginia 60 HD 1,067,387 Geocon Sonia Rd LF New York 60 HD/HDT/geotextile 830,170

TOTAL 44,313,186


EXPERIENCE RESUME

Page 1

Name: Luis Gerardo SanchezPosition: Master Seamer

Luis has been employed with Environmental Specialties International, Inc. since April 2007. His experience is from his prior employment with GSE Lining Technology,Inc., formerlyGundle Lining Construction Corporation and SLT, and Comanco.



TOTAL 44,313,186


EXPERIENCE RESUME

Page 1

Name: Jose Luis ZapataPosition: Master Seamer

Jose has been employed with Environmental Specialties International, Inc. since April 2007. His experience is from his prior employment with GSE Lining Technology,Inc., formerlyGundle Lining Construction Corporation and SLT, and Comanco.



TOTAL 44,313,186


EXPERIENCE RESUME

Page 1

Name: Jesus CarrilloPosition: Master Seamer/QA Technician

Jesus has been employed with Environmental Specialties International, Inc. since April 2007. His experience is from his prior employment with GSE Lining Technology, Inc., formerlyGundle Lining Construction Corporation and SLT, and Comanco.



TOTAL 16,089,518


EXPERIENCE RESUME

Page 1

Name: Hugo Mojica PalaciosPosition: Master Seamer

Hugo has been employed with Environmental Specialties International, Inc. since April 2007. His experience is from his prior employment with GSE Lining Technology,Inc., formerlyGundle Lining Construction Corporation and SLT, and Comanco.



TOTAL 44,313,186


EXPERIENCE RESUME

Page 1

Name: Francisco HernandezPosition: Master Seamer

Francisco has been employed with Environmental Specialties International, Inc. since April 2007. His experience is from his prior employment with GSE Lining Technology, Inc., formerlyGundle Lining Construction Corporation and SLT, and Comanco.



TOTAL 16,089,518


EXPERIENCE RESUME

Page 1

Name: Anastacio SantanaPosition: Master Seamer

Anastacio has been employed with Environmental Specialties International, Inc. since April 2007. His experience is from his prior employment with GSE Lining Technology,Inc., formerlyGundle Lining Construction Corporation and SLT, and Comanco.



TOTAL 44,313,186


EXPERIENCE RESUME

Page 1

Name: Agustin ResendizPosition: Master Seamer

Agustin has been employed with Environmental Specialties International, Inc. since April 2007. His experience is from his prior employment with GSE Lining Technology,Inc., formerlyGundle Lining Construction Corporation and SLT, and Comanco.



TOTAL 44,313,186


EXPERIENCE RESUME

Page 1


APPENDIX Q Daily Field Logs


APPENDIX R Clarification Drawing

Terracon Consultants, Inc. December · PDF fileNABORS Class 1 Landfill Area 1-3, Cell 2...

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