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HomeMy WebLinkAbout0403_AnsonLF_CQAreport_20200916FINAL CERTIFICATION REPORT prepared for WASTE CONNECTIONS Connect with the Future® WASTE CONNECTIONS OF THE CAROLINAS CONSTRUCTION OF PHASE 3, CELL 2 ANSON COUNTY LANDFILL POLKTON, NORTH CAROLINA ANSON WASTE MANAGEMENT FACILITY PERMIT NO. 04-03 of �uR, AP0. RourFbl alai zas no�Niply, IR,[. xafss MOHOLIR5 OF OPERATION N-FRI 630'm -'_OOPm aINpNF in9-Bya-S90O FA% 04�9R-xS4Y SAT .DMPOSAI RF HAIARBBUS WASTE PPRHIO TER •SPECIAL WASTE MUST RE ACUBMPARIEU By A MANRESI AND CENTIHCATIUN RECOPP AND BE PRE-APPRBVEO EY THE COMPANY PRIOR TO DISPOSAL N$fAYENRWA PRONMITEO •LIOUICS PADIVINIEU -BURR AARRELE PRONIRITEO prepared by MJM CONSULTING, LLC in partnership with Vl�- is TIONERVICES, INC. SEPTEMBER 2020 MJM CONSULTING, LLC in partnership with 1&4 sis SERVMW_ TABLE OF CONTENTS 1. GENERAL............................................................................................................1 2. PROJECT OVERVIEW..........................................................................................2 2.1 Project Team..................................................................................................................2 2.2 Project Schedule.............................................................................................................3 3. QUALITY ASSURANCE MONITORING / FIELD & LABORATORY TESTING ......... 4 3.1 Subgrade Construction...................................................................................................4 3.2 Compacted Clay Subbase Construction.........................................................................4 3.3 Geosynthetic Clay Liner, HDPE Geomembrane, and Geocomposite Installation Observations...............................................................................................6 3.3.1 General Monitoring Procedures.............................................................................................6 3.3.2 Manufacturer Quality Control Certificates for Geosynthetic Clay Layer, Geomembrane, Drainage Geocomposite, and Geotextile......................................................6 3.3.3 Interface Friction Testing......................................................................................................7 3.3.4 GCL / HDPE Geomembrane Conformance Testing and Deployment Observations..........................................................................................................................8 3.3.5 Geomembrane Trial Seam Observations...............................................................................9 3.3.6 Geomembrane Seaming.........................................................................................................9 3.3.7 Geomembrane Defect and Repair Observations....................................................................9 3.3.8 Geomembrane Seam Strength Destructive Testing Observations.......................................10 3.3.9 Geomembrane Seam Non -Destructive Continuity Testing Observations ............................10 3.4 Leachate Collection System Observations...................................................................10 PHOTOGRAPHS FIGURES Figure 1 - Geomembrane Panel Layout with Destructive Test and Repair Locations Figure 2 - Record Drawing for Top of Subgrade, Clay Subbase, Protective Cover Layer, and Leachate Forcemain As -Built Figure 3 - Moisture and Density Locations E MJM CONSULTING, LLC in partnership with 1&4 sis SERVMW- APPENDICES A. Listing of Monitoring and Installation Personnel B. Soil Laboratory Testing Results Section 1 - Structural Fill Section 2 - Clay Liner Borrow Section 3 - Clay Liner during Construction Section 4 - Protective Cover Section 5 - LCS Aggregate C. Manufacturers' Quality Control Certificates Section 1 - HDPE Geomembrane Section 2 - Geosynthetic Clay Liner Section 3 - Geocomposite Section 4 - Leachate Collection Components D. Conformance Test Results Section 1 - HDPE Geomembrane E. Interface Friction Angle Test Results F. Geomembrane Documentation Section 1 - Subgrade Acceptance Certificates Section 2 - Geomembrane Panel Deployment Log Section 3 - Geomembrane Trial Seam Log Section 4 - Geomembrane Fusion and Extrusion Seam Log Section 5 - Geomembrane Defect, Repair, and Vacuum Test Log Section 6 - Fusion and Extrusion Destructive Sample Test Results G. Daily Field and Density Testing Reports H. Leachate Collection Line Video and CD Inspection In MJM CONSULTING, LLC in partnership with 1. GENERAL MJM Consulting, LLC in partnership with Oasis Construction Services, Inc. (MJM/Oasis) was retained by Waste Connections of the Carolinas to provide construction quality assurance (CQA) monitoring and final certification services for the construction of Phase 3, Cell 2 at the Anson County Landfill in Polkton, North Carolina. For the cell construction, the project involved a composite liner system consisting of, from bottom to top, a fine graded subgrade, an 18-inch-thick compacted clay subbase (1x10-5 centimeters per second maximum permeability), a geosynthetic clay liner (GCL), a 60-mil high - density polyethylene (HDPE) textured geomembrane, a geocomposite drainage layer, and a 24- inch-thick protective cover layer. The contract drawings for the construction of Phase 3, Cell 2, Anson Waste Management Facility, dated October 2019 and prepared by Civil & Environmental Consultants, Inc. (CEC) of Charlotte, North Carolina, and the approved Construction Quality Assurance & Quality Control (CQA/CQC) Plan, were used to construct Phase 3, Cell 2. Anson Waste Management Facility Final Certification Report Phase 3, Cell 2 Page 1 MJM CONSULTING, LLC in partnership with 2. PROJECT OVERVIEW 2.1 Project Team MJM/Oasis provided CQA services throughout the project to monitor the construction activities performed by contractors and to compile the required testing and surveying data for the final certification report documenting that the project has been constructed in substantial compliance with the approved permit drawings and CQA/CQC Plan. Design and engineering services were provided by Civil and Environmental Consultants, Inc. (CEC). The duties of MJM/Oasis were, more specifically, as follows: • Quality Assurance (QA) monitoring services were provided by MJM/Oasis, which had personnel onsite on a full-time basis. The objectives of the QA Monitoring Program were to observe and document the materials and installation procedures for conformance to the project requirements and to provide a certification statement that the installation was in accordance with plans and specifications. A listing of MJM/Oasis personnel involved in the project is presented in Appendix A. • Geotechnical laboratory testing of the structural fill, clay liner borrow, clay liner protective cover soil and leachate collection aggregate layer was conducted by MJM/Oasis and Excel Geotechnical Testing Inc, (Excel) (see Appendix B). • Geosynthetic and interface testing were performed by TRI Environmental, Inc. of Austin, Texas (see Appendices D and E). The certifying engineer assigned to the project was Mr. Michael Monteleone, P.E., a registered professional engineer licensed to practice in the State of North Carolina. He visited the site to attend the Preconstruction Meeting and to observe construction of the critical phases of the liner system installation (i.e., final clay subbase pre -liner deployment). He conducted weekly construction meetings; reviewed the product submittals, test results, the as -built drawing for the top of the subgrade, the clay and protective soil layer; and prepared the final certification report. Anson Waste Management Facility Final Certification Report Phase 3, Cell 2 Page 2 MJM CONSULTING, LLC in partnership with 2.2 Project Schedule The construction of Phase 3, Cell 2 began on 9 March 2020, and was substantially completed by 28 August 2020. Sequoia Services of Greensboro, North Carolina (Sequoia) was the general contractor for construction of Phase 3, Cell 2. MJM/Oasis had a full-time monitor on site from 10 March 2020 through the project completion date. A pre -construction meeting was held on 10 March 2020, and was attended by representatives of Waste Connections of the Carolinas, CEC, Sequoia, and MJM/Oasis. Topics of this meeting included the project scope, lines of communication and responsibilities, contractual procedures, project specifications and testing requirements, earthwork construction procedures, construction scheduling, and documentation. A geosynthetic materials pre -construction meeting which was held on 13 May 2020 for the western half, and held on 14 August 2020 for the eastern half, was attended by representatives of Sequoia, Hallaton Environmental Linings, Inc. (Hallaton), and MJM/Oasis. Topics of this meeting included the project scope, lines of communication and responsibilities, liner construction scheduling, material specifications, geomembrane, and drainage geocomposite installation procedures. Parties in attendance were in agreement concerning the scheduling, specification, and installation procedures. Detailed results of the required testing and material properties, CQA monitoring services, and required as -built surveys are contained in this final certification report. Anson Waste Management Facility Final Certification Report Phase 3, Cell 2 Page 3 MJM CONSULTING, LLC in partnership with 3. QUALITY ASSURANCE MONITORING / FIELD & LABORATORY TESTING 3.1 Subgrade Construction Initially, the construction site was stripped of vegetation in the cell. A portion of the structural fill was placed along the east berm in the process of constructing the access road; the remaining fill was placed in the cell footprint to meet design subgrade. The completed subgrade was proof - rolled with a loaded truck to verify soundness and acceptability of in -situ material. Suspect areas were undercut, and clean structural fill was placed by Sequoia and compacted and rechecked, either by testing or by proof -rolling. Structural fill materials consisted of fine, sound, loose earth exhibiting -3 percent to +3 percent optimum moisture content, for compaction to a minimum of 95 percent of maximum dry density, as determined by the standard Proctor test method. During construction, MJM/Oasis personnel verified that the horizontal lifts did not exceed 12 inches and that surfaces were properly scarified prior to placement of additional lifts. A total of twenty-seven (27) structural fill field moisture/density tests were performed to verify both in -place moisture content and the degree of compaction achieved by the contractor. A summary of the field moisture/density test results is presented in Appendix B - Section 3; our review indicated that the structural fill was placed and compacted in accordance with the project requirements. Sequoia provided field construction staking at appropriate intervals. The grades were subsequently certified by Lawrence Associates of Monroe, North Carolina (Lawrence Associates), prior to placement of the clay liner. 3.2 Compacted Clay Subbase Construction The compacted clay subbase was placed using material from the on -site borrow source. The borrow source material was tested and found to meet the permeability requirements, which were less than or equal to 1 x 10' cm/sec. The clay liner was constructed in three lifts for a final minimum thickness of 18 inches. As noted in the CQA Plan by CEC dated September 2016, the Certifying Engineer has the option to consider such methodologies for clay compaction. A clay test pad was built utilizing three clay lifts, and each lift was tested and approved by MJM/Oasis before proceeding. The contractor successfully demonstrated that three lifts could achieve the project specifications. During construction, visual changes in the clay borrow material were noted, and subsequent field Proctor reference curves were developed to supplement the Anson Waste Management Facility Final Certification Report Phase 3, Cell 2 Page 4 MJM CONSULTING, LLC in partnership with laboratory generated curves. A total of 104 in -situ moisture/density tests were performed during construction. The passing test results ranged from 95 percent to 97 percent compaction, with moisture content ranging from 2 percent to 5.0 percent above optimum moisture content, as determined by the standard Proctor test method (ASTM D-698). The field moisture density test results are presented in Appendix G. At locations of failing field moisture/density or permeability test results, the areas were either moisture -conditioned by the controlled addition of water, or scarified to promote proper drying and recompaction of the material. The reworked areas were then recompacted and retested. Additionally, the clay subbase was compacted so that the equipment used for geomembrane deployment did not cause significant rutting. No excessive rutting of the subbase was observed during the geomembrane installation. Upon completion of the test pad, undisturbed (Shelby tube) samples were procured from each compacted lift. A total of 39 Shelby tubes, three of which were for the test pad, were obtained during clay liner construction. None of the Shelby tubes failed to meet project specifications. Test samples were sent to Oasis' AASHTO-accredited laboratory in Canton, Georgia, for a determination of permeability characteristics. Permeabilities were found to range in the mid 1 x 10-6 cm/sec, indicating that the compacted clay liner was constructed in accordance with project requirements. In -situ clay permeability test results for Phase 3 Cell 2 are presented in Section 3 of Appendix B. The existing liner edge was excavated by Sequoia to uncover a suitable tie-in to the new 18-inch clay subbase. The preparation of the existing clay and placement of the clay subbase were observed and documented by MJM/Oasis. The top of the clay subbase elevation, presented in Figure 2, indicates that the compacted clay subbase was constructed to a minimum of 18 inches in thickness, as surveyed and verified by Lawrence Associates. The final clay subbase surface was scarified to facilitate the removal of any oversized particles. The soil material was visually confirmed to meet the particle size requirements of less than or equal to 1/4-inch. A smooth drum roller was used to prepare the subbase and to provide a smooth surface prior to geomembrane deployment. Anson Waste Management Facility Final Certification Report Phase 3, Cell 2 Page 5 MJM CONSULTING, LLC in partnership with 3.3 Geosynthetic Clay Liner, HDPE Geomembrane, and Geocomposite Installation Observations The installation of the composite liner was performed by Hallaton. A work history of the Hallaton personnel who were involved with this project is presented in Appendix A. 3.3.1 General Monitoring Procedures The CQA monitoring activities performed by MJM/Oasis during installation of the geosynthetic components (HDPE geomembrane and drainage geocomposite) of the composite liner consisted of: • Obtaining and reviewing product submittals required of the manufacturer and installer • Observing, documenting, and evaluating trial seam test results • Observing and documenting HDPE geomembrane seaming techniques and field seams • Identifying and documenting defects, as well as observing and documenting repairs • Observing and documenting the installation of the drainage geocomposite and geotextile in the leachate collection system One to two CQA monitors were present at the site on a full-time basis to perform the above activities during the installation of the geomembrane liner. 3.3.2 Manufacturer Quality Control Certificates for Geosynthetic Clay Layer, Geomembrane, Drainage Geocomposite, and Geotextile The geosynthetic liner components consisted of a geosynthetic clay layer (GCL), HDPE geomembrane, and a drainage geocomposite. The geosynthetic liner components supplied for this project were manufactured and supplied by CETCO and SKAPS, and consisted of: • A geosynthetic clay layer (CETCO) • A minimum 60-mil. thick, textured HDPE geomembrane (23-foot-wide by 500-foot-long rolls) (Skaps) Anson Waste Management Facility Final Certification Report Phase 3, Cell 2 Page 6 MJM CONSULTING, LLC in partnership with • Drainage geocomposite in 14-foot-wide by nominal 200-foot-long rolls (Skaps) • Non -woven geotextile in 15-foot-wide by nominal 300-foot-long rolls (Skaps) Manufacturer Quality Control (QC) Certificates, submitted by CETCO and SKAPS, are included in Appendix C. A review of this documentation indicated that the composite liner system geosynthetics were manufactured in accordance with project specifications. CQA conformance testing was performed on all materials as well; see Appendix D for data. All material met or exceeded project specifications. 3.3.3 Interface Friction Testing Four interfaces of the composite liner system were tested by TRI, per requirements of the CQA Plan dated September 2016: • GCL / Clay • GCL / Geomembrane • Internal GCL • Full cross-section with each type of protective cover The initial interface testing data that was obtained 6 May 2020 indicated that there was a failure to meet minimum requirements for the peak and large displacement design requirements. The CETCO Bentomat vs. the Skaps 60-mil. HDPE interface failed at the 10,000 and 16,000 psf normal stress. It was noted that this was occurring due to the asperity heights. The geomembrane asperity heights on the samples were varying from heights as low as 21 mils to heights as high as 33 mils and in general we were finding that this particular roll, which had been tested and used, was exhibiting lower than normal values for peak and large displacement. Subsequently these rolls were looked at more closely and evaluated. It was determined that a total of 12 rolls were exhibiting asperity heights lower than anticipated and also lower than noted in the manufacturer's quality control data. The engineer, Civil and Environmental Consultants, Inc. (CEC), was involved and did a data evaluation on 13 May 2020. They basically came up with a factor of safety evaluation for a number of stability runs, and this data is also included in Appendix E. The 12 rolls that were noted to be failing for asperity heights were removed from the jobsite and replaced with new rolls with a minimum asperity height of at least 27 mils. Anson Waste Management Facility Final Certification Report Phase 3, Cell 2 Page 7 MJM CONSULTING, LLC in partnership with The asperity heights were required to be no less than 27 mils, so the material that was produced to replace these 12 rolls was tested again. An evaluation performed by CEC on 26 May 2020 demonstrated that peak shear strength and large displacement shear strength parameters were able to be met at these interface design requirements. The large displacement and the peak values had both met the minimum requirements. The results of this evaluation are contained in Appendix E The TRI data was compared with the Anson Landfill Phases 3-4 Permit to Construct Application and the CQA Plan, prepared by Civil and Environmental Consultants, Inc. (CEC) dated September 2016 (see Section 5.1 of the Permit to Construct Application). All of this interface data is also presented in Appendix E. Each friction angle test was performed under a wetted condition. The lowest interface friction data was for the textured geomembrane vs. GCL, GCL/clay which exhibited a peak of 17.6° and 113 PSF adhesion. This value exceeds project requirements of 110 for baseline construction. The composite liner materials were approved for use in cell construction. 3.3.4 GCL / HDPE Geomembrane Conformance Testing and Deployment Observations Prior to GCL/HDPE geomembrane deployment, the clay subbase was prepared using a smooth drum roller. MJM/Oasis CQA monitors, along with Hallaton personnel, visually inspected the subbase surface to verify that the surface was smooth and free of irregularities, foreign matter, or surface conditions that could damage the GCL and geomembrane. In accordance with the specifications, Hallaton submitted subgrade acceptance certificates prior to deployment of HDPE geomembrane panels in Cell 2. These certificates are presented in Appendix F - Section 1. Geomembrane panels were deployed using a front-end loader to lift the rolls, as well as personnel who unrolled the panels in place. Hallaton then aligned each panel of the geomembrane to allow a nominal 5-inch overlap with the adjacent panel. Free edges of panels were temporarily loaded with sandbags until the panels were seamed together. A summary of the geomembrane panel deployment data is presented in Appendix F - Section 2. An as -built drawing of the geomembrane liner installation, which shows the panel layout, repair locations, and seam destructive sample repair locations, is presented in Figure 1. The CQA monitoring staff assigned a field identification number to each panel in chronological order of deployment, and also recorded the roll number assigned to the material by the manufacturer. Each panel was visually examined immediately after deployment for manufacturing defects and installation damage. Upon completion of the installation, the entire Anson Waste Management Facility Final Certification Report Phase 3, Cell 2 Page 8 MJM CONSULTING, LLC in partnership with SERVM OASIS Ha liner was again visually examined to identify any subsequent damage. Individual defects were marked, documented, and subsequently repaired by the installer. 3.3.5 Geomembrane Trial Seam Observations Trial seams were performed by Hallaton welding technicians as an ongoing monitoring method of the performance of both the welder operator and the welding apparatus. Trial seams were made in the morning and afternoon, approximately every four hours. These trial seams were then tested by Hallaton using a tensitometer to verify the strength of the welds. Trial seam testing was observed and documented by an MJM/Oasis CQA monitor. Five specimens from each trial seam were tested. If a trial seam test failed, the welding apparatus or welder was not accepted or used for seaming until the deficiencies were corrected and two consecutive successful trial seams were achieved. Summaries of the trial seam data for Cell 2 are presented in Appendix F - Section 3. Test results for fusion and Extrusion welding are presented in Appendix F - Section 6. 3.3.6 Geomembrane Seaming Hallaton used double -track, hot -wedge fusion machines on this project. The manual extrusion welding method included repairs and the completion of end seams. The CQA monitors tracked the progress of each welder and monitored each seam for visual defects and for seam completion. Visual defects were marked and subsequently repaired by Hallaton. A summary of geomembrane seaming data for Cell 2, for fusion and extrusion welding, respectively, is presented in Appendix F - Section 4. 3.3.7 Geomembrane Defect and Repair Observations Geomembrane panels were visually monitored for damage during deployment. Additionally, the CQA monitors examined the geomembrane panels and seams on an ongoing basis throughout the installation process. Defects found on the geomembrane panels and/or seams were marked, documented by the CQA monitor, and subsequently repaired by Hallaton. The repair procedures were observed and logged by the CQA monitor, and the locations were mapped. A summary of Cell 2 defects and repairs is presented in Appendix F - Section 5. The approximate location of the repairs is shown in Figure 1. Anson Waste Management Facility Final Certification Report Phase 3, Cell 2 Page 9 MJM CONSULTING, LLC in partnership with 3.3.8 Geomembrane Seam Strength Destructive Testing Observations Destructive seam sample locations were selected by CQA monitors based on the progress of a particular welder or welding device, or based on the suspicion of defective welding. Destructive testing was conducted at a minimum frequency of one sample per every 500 linear feet of the completed seam for each welding apparatus. Forty-five initial fusion destructs and two extrusion destructive seam samples were procured by MJM/Oasis and submitted to TRI for laboratory testing. Ten specimens were removed from each destructive seam sample and tested by TRI following ASTM standards. Five specimens were tested for peel adhesion (peel), and five specimens were tested for shear strength (shear). The acceptance criteria for shear were that four out of five specimens must have yield strengths greater than 120 pounds per inch of width; additionally, failure should not occur within the weld. The acceptance criteria for peel testing were that four out of five specimens (for each track) should not fail within the weld and that each specimen must exhibit a yield strength greater than 91 pounds per inch of width. Destructive samples which did not meet the acceptance criteria were tracked according to requirements of the CQA Plan dated September 2016 and retested. A summary of the destructive seam sample laboratory test results, for fusion and extrusion welding, respectively, is presented in Section 6 of Appendix F. The approximate locations of the destructive seam samples are shown in Figure 1. 3.3.9 Geomembrane Seam Non -Destructive Continuity Testing Observations Geomembrane fusion seams and extrusion seams for Cell 2 were non-destructively tested by Hallaton using air pressure testing and vacuum box methods. MJM/Oasis monitored the non- destructive testing on a procedural basis and documented the progress of testing. Non- destructive testing was performed in accordance with project specifications, and no deficiencies were indicated by the testing. Summaries of the non-destructive testing of seams and repairs are presented in Appendix F - Section 4. 3.4 Leachate Collection System Observations The leachate collection system for Cell 2 consisted of a drainage geocomposite, a minimum 24- inch-thick manufactured sand protective cover layer. The leachate collection pipes were surrounded by No. 57 aggregate wrapped with non -woven geotextile. One sample of aggregate Anson Waste Management Facility Final Certification Report Phase 3, Cell 2 Page 10 MJM CONSULTING, LLC in partnership with was sent to the MJM/Oasis laboratory to verify calcium carbonate content, grain size, and permeability. A review of the laboratory results indicated compliance with the project specification requirements. Test results for aggregate are presented in Section 5 of Appendix B. Manufactured sand protective cover was placed over the drainage geocomposite on the cell bottom and upslope areas using low -ground pressure equipment to minimize the possibility of damage to the geocomposite and geomembrane liners. MJM/Oasis provided full-time monitoring of the placement of the protective material. Four samples of the protective soil cover material were obtained and sent to the Oasis Lab to verify that the grain size and permeability of the placed material met project specifications. Test results, presented in Section 4 of Appendix B, indicate that the materials were in compliance with the project specifications. Visual monitoring during placement indicated that no unacceptable wrinkles or damage to the underlying geomembrane had occurred. During monitoring, MJM/Oasis verified that a minimum of 24 inches of material was placed on the upslope and on the cell bottom by digging holes and manually measuring the thickness of the cover. The construction of Phase 3, Cell 2 was completed in substantial compliance with the approved permit drawings, Anson Landfill Phases 3-4 Permit to Construct Application, prepared by CEC dated September 2016. Construction was completed in accordance with: (i) The CQA plan; (ii) The conditions of the permit to construct; (iii) The requirements of this Rule; and (iv) Acceptable engineering practices. Please contact Mr. Michael J. Monteleone, P.E. at (404) 307-2680, or mikemontel(acomcast.net with any questions or comments regarding this report. ►A eone, P.E. CQA Engineer of Record Anson Waste Management Facility Final Certification Report Phase 3, Cell 2 Page I PHOTOGRAPHS Phase 3 Cell 2 1.Subgrade 2. Clay Sub -base 3. Compaction 4. Test Pad Page:116 Phase 3 Cell 2 5. Conditioning 6. Lift for Test pad 7. Shelby Tube 8. GCL Page:216 Phase 3 Cell 2 9. GCL Overlap 10. Liner Deployed 11. Seaming 12. Air Test Page:316 Phase 3 Cell 2 13. Repair 14. Vacuum Test 15.1-iner complete 16. GDL Page: 416 Phase 3 Cell 2 kka 17. Start of PC 18. PC Placement 1. 19. LCS Line 20. Leachate Line Page:516 Phase 3 Cell 2 21. PC and LCS 22. Tie in 23. 57 Stones in LCS 24. Phase 3 Cell 4 Page:616 FIGURES Figure 1 Geomembrane Panel Layout with Destructive Test and Repair Locations 13 1V c 0 .Q U U 0) P-104 U) ^� O(11) O ^O w O O Co O e Q co � � O �O •Q �� �00 Q p pI p EXT -0 iA Up � � Q ^per O >> �' ►� 0 � � �6' Q' I O b c9 Z s S �P ° C� S7 P A L Q, ,� O �? °N� 'a °N .0 Q� rb P-1 14 p sr a A p SS-155 O Q- 61 bS 1? 0 j (�� ,S �S R1 ElR-228 R-227 0 i? P R-226 N do O e aU' `� �� 0 O ' z O s � F_ O 57 ZPL Nb �� z p � S J < LL Cn c-P as loll � N� m � s s ws �> •�' a aow Z O O s w ma's o Z QJ as ��w t9 J ZLU oR-224 � W 0� 0 0 ?I, a, R 3 MM ° W aap � w � sw zM C n f? s W �U d c� o' �� S R-219 p ON o p s> QR-220 L O % Ui �� ` Q e `J � � T R 07 s N a R-206 ��'�' 'AS R9� R 200 05 'o \ o 'o Ip 'o t9 �? w ON S V) s '0 (V Ln 00 N ws (V 0 y� �w , \ o ZP N� oN �` J U wo �o Q ws 0 0 J a a z 31� �o p 'Pit, N cd °N Uj Cd �S d N O w � � z CAI = Limit of Liner O V C = Liner Panel Seams C 0 P-XX =Liner Panel Numbers M (d =Destructive Test Location R-00/DT-00 O = Liner Repair Location ■ ■ ■ R-00 W 'f? s' Drawn by: AS *This is not a Surveyed As -Built Drawing is for Reference Only Date: 8/4/2020 Scale: 1" = 50' 50 0 50 100 200 Job Number: Graphic Scale in Feet 2011-29919 1 " = 50' Drawing Number: RD-01 Figure 2 Record Drawing for Top of Subgrade, Clay Subbase, Protective Cover Layer, and Leachate Forcemain As -Built 19 Q N h (NAD 83-CORS) State Plane Coordinate values were obtained using a Topcon Hiper GPS using Virtual Reference Stations LQ Z -50 0 25 50 ( IN FEET 1 inch = 50 ft. 0�0 Vie, 010 o CIA �• goQG\�� C�e� , tQi `��es• J°Q G\a� Al Qti ��e� 09 �e�. �e��` �e�o\e �e�' �°Q o ��9 a5�°9 �a��\e Goye Go e e���e 1\0 S��O°' G°,e� G°°e� G°cti�e, oQG\e� �09 °9 �C�e, 0�0�� �e��e 0 e� 0_0 *0 oaevv9 C�a0' /Me •coQG° cA,e� Q� o G �oQ �oQ CA° Q� �° �e "\oQ �oQ qoQ Gore '; iio rev G�e� "'QO -10 QCo OoyeG\a��� 1042 461384.321652484.60 283.74 2042 286.07 2.33 1043 461359.57 1652441.19 284.00 2043 286.32 2.32 1044 461310.14 1652354.27 284.32 2044 286.69 2.37 1045 461285.41 1652310.75 284.51 2045 286.86 2.35 1046 461260.73 1652267.25 284.69 2046 287.04 2.35 1047 461236.001652223.81 284.94 2047 287.32 2.38 1048 461211.251652180.33 285.04 2048 287.4 2.36 1049 461186.611652136.81 285.30 2049 287.73 2.43 1050 461161.891652093.45 285.78 2050 287.93 2.15 1051 461135.391652050.92 287.28 2051 289.3 2.02 1052 461108.301652008.89 288.98 2052 291.14 2.16 1053 461082.071651966.26 291.08 2053 293.12 2.04 1054 461057.451651922.70 293.23 2054 295.25 2.02 1055 461033.41 165187A 90 295.37 2055 297.4 2.03 1056 461009.141651835.23 297.35 2056 299.42 2.07 1068 461334.78 1652397.69 284.06 2068 286.52 2.46 1537 461326.42 1652112.91 280.42 2537 282.56P6.37 1539 -461263.601652091.09 282.62 2539 284.73 1545 461530.291652384.81 273.50 2545 276.52 1547 461540.78 1652360.39 271.57 2547 277.941548 461525.65 1652344.05 273.66 2548 276.17 1549 461537.63 1652348.61 271.54 2549 277.92 6.38 1550 461535.47 1652335.06 271.58 2550 277.52 5.94 1551 461532.44165232K02 271.53 2551 276.02 4.49 1552 461530.351652317.83 271.59 25S2 275.66 4.07 1557 461548.001652314.50 271.44 1 2557 275.58 4.14 1558 461552.681652335.95 271.42 2558 277.95 6.53 1559 461546.26 1652353.92 271.51 2559 278.24 6.73 1868 461355.97 1651690.68 294.56 2868 296.62 2.06 1869 461384.161651731.74 292.38 2869 294.47 2.09 1870 461400.88 1651722.11 297.96 2870 300.06 2.10 1871 461403.841651720.19 298.05 1 2871 300.13 2.08 1874 461412.821651773.04 290.25 1 2874 292.44 2.19 1815 461429.13 1651763.40 296.26 2875 298.32 2.06 1876 461432.42 1651760.95 296.23 2876 298.32 2.09 1879 461434.52 1651818.32 288.27 2879 296.35 2.08 1880 461450.76 1651808.02 294.99 2880 297.07 2.08 1881 461454.18 1651805.65 294.91 2881 296.98 2.07 1884 461444.11 1651870.57 286.27 2884 288.48 2.21 1885 461463.93 1651858.89 293.90 2885 295.97 2.07 1886 461466.77 1651857.33 293.80 2886 295.89 2.09 1889 461455.91 1651921.50 284.31 2889 286.41 2.10 1890' 461476.39 1651908.91 292.12 2890 294.20 2.08 1891 461479.601651907.37 292.08 2891 294.12 2.04 1892 461486.111651903.69 290.50 2892 290.50 0.00 1894 461489.511651959.70 289.72 2894 291.74 2.02 1895 461492.801651957.85 289.63 2895 291.69 2.06 1896 461499.08 1651954.09 288.01 2896 288.00 -0.01 1898 1 461470.381651971.24 282.48 2898 284.57 2.09 1899 461485.08 1652020.32 280.75 2899 282.99 2.24 1900 461503.021652009.90 287.58 2900 289.61 2.03 1901 461506.581652007.81 287.64 2901 289.70 2.06 1904 461500.81 1652069.14 279.28 2904 281.43 2.15 1905 461514.701652060.97 1 284.43 2905 286.48 2.05 1906 461518.38 1652058.61 1 284.50 2906 286.57 2.07 1909 461515.89 1652118.18 1 277.97 2909 1 280.02 2.05 1910 461528.421652109.84 282.39 2910 284.45 2.06 1911 461536.67 165210S.81 280.18 2911 284.11 3.93 1913 461526.911652169.61 276.40 2913 278.56 2.16 1914 461541.51 1652161.08 282.13 2914 284.14 2.01 1915 461549.391652156.20 279.34 2915 283.95 4.61 1917 461532.45 1652206.63 275.37 2917 277.58 2.21 1918 461552.201652202.30 282.12 2918 284.16 2.04 1919 461560.211652199.96 279.27 2919 283.90 4.63 1921 461565.341652262.07 281.44 2921 283.53 2.09 1922 461569.04 1652261.14 281.43 2922 283.44 2.01 1923 461574.22 1652257.71 279.55 2923 283.87 4.32 1925 461581.661652326.29 281.40 2925 284.11 2.71 1926 461585.101652325.95 281.38 2926 284.23 2.85 1927 461592.99 1652326.50 279.53 2927 283.52 3.99 1930 461583.34 1652338.38 281.29 2930 283.42 2.13 1931 461586.681652338.25 281.33 2931 283.62 2.29 1932 461594.161652343.55 279.42 2932 283.42 4.00 1933 1 461582.011652353.94 281.35 2933 283.92 2.57 1934 461585.841652354.83 281.31 2934 284.03 2.72 1935 461589.941652359.55 279.88 2935 281.94 2.06 1936 461578.85 1652370.11 281.73 2936 283.78 2.05 1937 461576.13 1652367.98 281.64 2937 283.76 2.12 1938 461582.45 1652375.43 279.74 2938 281.94 2.20 1939 461566.02 1652381.39 281.81 2939 284.28 2.47 1940 461568.841652383.85 281.69 2940 284.00 2.31 1941 461548.16 1652401.43 281.66 2941 284.18 2.52 1942 461550.791652403.83 281.60 2942 284.12 2.52 1943 461521.09 1652433.07 281.66 2943 284.13 2.47 1944- 461523.821652435.39 281.55 29" 284.57 3.02 1945 461478.871652462.25 278.75 2945 281.00 2.25 1946 461485.281652473.23 282.95 2946 285.30 2.35 1947 461487.611652476.43 282.78 2947 285.32 2.54 1948 461446.29 1652505.56 280.30 2948 282.54 2.24 1949 461451.901652515.02 284.25 2949 286.27 2.02 1950 1 461453.941652518.01 284.26 2950 286.34 2.08 1951 461421.43 1652534.95 281.81 29S1 284.00 2.19 1952 461436.091652542.34 284.43 2952 286.43 2.00 1953 461432.201652538.40 284.02 2953 286.03 2.01 1956 461328.07 1651648.91 297.02 2956 299.04 2.02 1957 461341.96 1651640.50 302.34 2957 304.48 2.14 1958 1 461345.981651638.31 302.25 2958 304.64 2.39 1962 461375.041651678.38 299.95 2962 301.98 2.03 2122 461043.001651815.35 296.53 3122 298.56 2.03 2123 461068.291651858.58 294.36 3123 296.39 2.03 2124 461093.42 1651901.68 292.24 3124 3125 1 294.36 292.17 2.12 2125 461118.73 1651944.89 290.14 2.03 2126 461143.841651988.00 288.33 3126 290.43 2.10 2127 461169.23 1652031.30 286.66 3127 288.70 2.04 2128 461194.281652074.47 285.06 3128 287.16 2.10 2129 461219.511652117.54 284.42 3129 286.60 2.18 2132 461295.221652247.09 284.28 3132 286.49 2.21 2133 461320.451652290.39 284.05 3133 286.44 2.39 2134 461345.691652333.57 283.87 3134 286.06 2.19 2135 461370.901652376.66 283.65 3135 285.95 2.30 2136 461396.10 16S2419.86 2.83.35 3136 285.45 2.10 2137 461421.411652462.94 282.01 3137 284.19 2.18 2139 461464.531652437.69 279.64 3139 28134 2.10 2140 461439.33 1652394.53 281.29 3140 283 43 2 14 2141 461414.05 1652351.40 282.29 2142 461388.83 1652308.19 282.45 2258 461359.721651861.94 286.98 3258 289.10 2.12 2259 461334.481651818.78 288.81 3259 290.83 2.02 2260 461309.361651775.55 290.83 3260 292.95 2.12 2261 461284.061651732.48 293.14 3261 295.21 2.07 2262 461258,911651689.22 295.41 3262 297.46 2.05 2286 461302,091651664.13 296.31 3286 298.35 2.04 2287 327.2811651707.271 293.92 3287 296.05 1 2.13 2288 461352.5111651750:411 291.70 3288 293.89 2.19 2289 461377.711651793.45 889.53 3289 291.77 2.24 2290 461402.9311651836.741 287.72 3290 289.74 2.02 2291 461428.2111651879.851 285.99 3291 288.04 2.05 ``�ttttllddd�,�' \A CAR s ww�® ,.FE,S ® `C,9 0• � m w a' o s®•a<.....1`��'°/��` ,vim 3141 284.35 2.06 3142 284.61 2.16 REI9SIONS Fk LAWRENCE Top of Cloy - Top of Cover I/ericotion East End FOL 9-10-20 ASSOCIATES Phase 3 - Cell 2 Anson County Landfill 1eJefferson St. Waste Connection ( Owner Monroe, , North Carolina 28112 P 704-289-1013 F 704-283-9035 Anson County, North Carolina www.lawrencesurveying.com Firm License Number: C-2856 Orig. scale. I" = 50 Date. September 8, 2020 Drown By. FDL Job No. 1952-5603 PH3 CeI12 DrawingEost End Top Cloy -. Top Cover 9-9-20 Drawing # 201 2143 1 461363.58 1652265.09 282.65 3143 284.77 2.12 2144 461338.4116522255 282.73 3144 284.86 2.13 2145 461313.171652178.79 282.70 3145 284.77 2.07 2146 461287.97 1652135.53 282.71 3146 284.74 2 03 2148 461237.45 1652049.16 284.23 3148 286.28 2.05 2149 461212.201652006.06 285.78 3149 287.80 2.02 2150 1 461187.06 1651962.85 287.36 31SO 289.37 2.01 2151 461161.82 1651919.61 289.09 3151 291.15 2.06 2152 461136.681651876.61 291.11 3152 293.11 2.00 2153 461111.43 1651833.36 293.27 3153 295.30 2.03 2154 461086.23 1651790.19 295.51 3254 297.55 2.04 2179 461129.47 1651764.88 294.38 3179 296.45 2.07 2180 461154.611651808.09 292.17 3180 294.24 2.07 2181 461179.83 1651851.31 289.88 3181 291.92 2.04 2182 461205.011651894.44 288.07 3182 290.11 2.04 2183 461230.241651937.61 286.46 3183 288.50 2.04 2184 461255.451651980.74 284.88 3184 1 286.97 2.09 2185 461280.681652023.97 283.29 328S 285.34 2.05 2186 461305.95 1652067.08 •281.83 3186 283.95 2.12 2187 461331.20 1652110.31 280.48 3187 282.70 2.22 2188 461356.38 1652153.57 280.02 3188 282.08 2.06 2189 461381.58 1652196.62 280.14 3189 282.29 2.15 2190 461406.781652239.88 280.16 3190 282.21 2.05 2191 461432.03 1652283.01 279.67 3191 281.77 2.10 2192 461457.211652326.06 279.18 3192 281.22 2.04 2193 461482.461652369.27 278.09 3193 280.25 2.16 2194 461507.75 1652412.54 276.33 3194 278.42 2.09 2197 461500.32 1652300.84 274.99 3197 277.02 2.03 2198 1 461475.11 1652257.66 275.77 3198 277.99 2.22 2199 1 461450.031652214.61 276.32 3199 278.62 2.30 2200 461424.801652171.40 276.95 3200 279.01 2.06 2201 461399.501652128.14 278.34 3201 280.40 2.06 2202 461374.211652085.05 279.72 3202 281.77 2.05 2203 461349.111652041.91 281.02 3203 1 283.04 2.02 2204 461323.751651998.73 282.50 3204 284.51 2.01 2205 1 461298.641651955.53 284.01 3205 286.02 2.01 2206 461273.46 1651912.46 285.68 3206 287.69 2.01 2207 461248.21 1651869.21 287.37 3207 289.40 2.03 2208 461222.99 1651826.09 289.13 3208 291.29 2.16 2209 461197.67 1651782.94 291.46 3209 293.57 2.11 2210 461172.541651739.66 293.83 3210 295.86 2.03 2235 461215.65 1651714.43 294.62 3235 296.66 2.04 2236 1 461240.92 1651757.57 292.34 3236 294.38 2.04 2237 461266.19 1651800.95 290.00 3237 292.02 2.02 2238 461291.351651844.06 288.13 3238 292.17 4.04 2239 461316.66 1651887.10 286.39 1 3239 288.43 2.04 2240 461341.801651930.32 284.65 3240 286.73 2.08 2241 461366.98 1651973.55 283.01 3241 1 285.08 2.07 2242 461392.33 1652016.72 281.40 3242 283.48 2.08 2243 461417.39 1652059.76 280.03 3243 282.07 2.04 2244 461442.811652102.98 278.70 3244 284.55 5.85 2245 461468.05 1652146.13 277.42 3245 279.52 2.10 2246 461493.07 1652189.41 276.07 3246 278.14 2.07 2247 461518.40 1652232.44 274.65 3247 276.84 2.19 2248 461543.51 1652275.86 273.35 3248 275.55 2.20 2253 461485.92 1652077.74 279.11 3253 281.13 2.02 2254 461460.74 1652034.59 280.45 3254 282.56 2.11 2255 461435.261651991.43 282.02 32SS 284.06 2.04 2256 461410.121651948.30 283.70 3256 1 285.79 2.09 2257 461384.881651905.16 285.34 3257 1 287.40 2.06 852:<. . 460723.611651365:02> .315.S4`: 1852 317,81 :. 2.27 853 ': . 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Or �U�a� }fig, a q , W -3% p 15 30 :1 bich = 30 ft- Writ End COIF REt//S/OBIS LAW 1�►NE..: ASSQGIIATE Top of la Tap. off' Corgi Vmfflcation most End phases 3 Ce# .2 Answ County, Landffll- 106 W. Jefferson St:: R Monroe, North Carolina- 28112 P 704-289-1013QS�'lE� /''/dn awn er.", F 704-283--9.035 wwwaawrencesurveying.com Anson .County N. C. Firm License •Number: C-2856 Orig. scafe.• 1 p = 30' ,Oute Seotember 4- 2020 Drawn 8)c fDE. Job No. 195Z moj Drawing file.• ig52- 60J. 1 st End f-mal Cover. dwg Growing no 2017o N h 4 1253 46148S.93 1652077.75 277.58 2253 279.11 1.53 1254 461460/8 1652034.56 278.93. 2254- 280.45. 1.52 1255 46143S.26 1651991.47 280.50 - .2255 ' . 282.02:: ' 1.52 1256 46141014 ,1651948.34 282.15. '2256 283.70 1.55 1257 461384.94 16519.OSM 283.80 .22-57 285.344 1.54 1258 4613S9.75 1651861.89 285.46 -2258 286.98 1.52 1259' 461334.48. 1651818.7 287.26 1 2259 288.81 1 L55 1260 461309.36 1651775.56 289.281 22W 290.83 1 1.55 1261 461284.11 .1651732.47 291.611 2261 293.14 1 1.53 1262 461258.86 1651689.27 293.871 2262 295.41 1.54 1286 461302.08 11651664.07 294.77. 2286 296.31 1.54 1287 461327.24 1651707.2 292.40 2287 293.92 L52 1288, 461352.52 165175Q.38 290.17 2288 291.70 1.53 1289 :461377.73 1651793.53 288.03 2289 289.53 1.50 1290 461402.92 1651836.73 286.17 2290 287.72 1.55 1291. ' 461428.15 :11651879. 66 284.44 2291 285.99 1.55 533 461165.211651743.98 292.111 1533 293.65 1.54. S3a 461192.911651785.83 28959 1534 291.13 1.54 535` 461-220.1616S1827.71 287.4a ,- 153S 289.00 1.56. 536 461372.33165214416 277.19:.1536 278.72 1.53 537 461326.42 1652112.91 278.89' ' 1537 280.42 " ' 1.53 538' 4612ft3016S2096.47 28031 1538: 281.85 L54 539 ` 461263.601652091.09 281.10.1 1539 1 282.62 1.52 540 461233.871652089.55 282.071 1540 283.59, 1.52. 541 461205.371652094.25 282.84 : 1S41. 284.4 156 542 461170.661652100.04. 283.61 1542 285.17 1.56' 863: 461313.641651599.94 .302.62 180 304.7.8' 1.56 864 461317.371651597.17 303.09 18647 904.64: 1.55 8654 461322.451651S94.2 .301.09 1865 302.6 1.51 866 461326.9516S1591.45 1301.05. 1866 302.5S 1.50 868 1 461355.93.1651690.67 293.00 1868 Z94S6, 1.56 869 461384.15 16S1731.75 290.82 1869° 292.38 1.56 870. 461400.96 16S1722.13 296.43 1870 297.96 153 871' " 461403.80, 651720 22: 296.53 1871 298.OS 1.52 872 461411.57 .165171539 294.90 1872 296.46 1.56 873 461414.87 651713.942C294-971873 296.52 1.55 874 461412.9 1651773.031874 290.25 1.56875 4614294 165176141875.296:26 1.54 876 461432.33 1651760:95876 296.23 .1.54 877 461438.4 1651756.54 877` 294.84 1.SS:8.78 461443.97 651754:851878 294.91: 1.56 879 461434.49 1651 18.29 286.72 1879 288.27 1.5 $80 1 4614SO.74 16551807.96 293.43 1880 294.99 1.56 881 4614SC09' 1651805.76 293.35 1881 294,91 L56 882' . 461458.9; 1651803.85 291.84° 1882' 3.4 1.56 883. 461463.918 L651801.106 29L90 1883`1 293.43. 1.53 884 461444.12 165187: 4 6 284 .74 1884 286.27 1.53 885 461463.9 2 1651858.91 29238 1885 293.9 1.52 886 461466.85 1651857.28 292.30 1886.293.8 - 1.50 887 461472- Q9 1651854,21 290.80 1887 292.34 9 34 1.54 888 461477.688. WS1850.969 290.74 1888 2,92.29` 1.55 889 461455.97 1651921.48' 282.79 1889 284.31 1.52 890 461476.41 1651908.8-3 290.62 1890' 292.12. 1.50 891 461479.71 1651907.32 : 290.52 1891 292,08 1.56 892 461486-12- 1651903.67 288.97' 1892, 290.5 L53, 893: 461490.899 651901.577 289.08 1893 290.65 1.57 894: 461489.6 1651959.6C 288.16 1894 289.72 1.56 895 461492.7S 1651957.97 288.10 1895 289.63 1.53 896 461499.07 1651954.04: 286.47 1896 288.01 1.54 897 461503.683 L651951.59.8 286.66 1897 288.22 1.56 898 461470A 1651971.21 280.96: 1898 282.48 1.52 899% 461485.17 1652020.33 279.21 1 1899 28035 1.54 900 461502.984 652009.909 296.08 1900 2 77.58> 1.50 901- 461506.582 652007.812 28613 1901 287.64:: 1.51 902 461511.931 652004.666 ' 284.20 1902 285.73 1.53 903 461516.451 '652002.047 284.26 1903 285.78 1.52 904, 461500AC 1652069.13 277.75 1904 279 28 1.53 905 - 461514.72 1 52060.93 282.88 1905; ': 284.43 ". iSS; 906 461518:46 1652058.65 8 2 2.95 1906. 284,5 1.55 ' 907 46152 6:72 1652053.91 2 81.52 :. 1907 283:06 1.54 908 461529.175 5205.2.517 281.66 . 1908 1 283.23 1.57 " 909 46151189 1652118.17 276.40 1909 277.97 1.57 910 461528 41 1652109.94 280.86 : 1910::: ---28239 1.53 911 . 461536.74 1652105.83 278 65: 1911 280.18' 1.53 912 461541.153 1652103.43 278.75 191-2 280.25 1.50' 913 461526.96 1652169.65 ` 274.90 1913 276.4 1:50 914 461541.59 1652161.08 280.61 1.914 282.13 1.52 915 461549.39 1652156.19 277.80 1 1915 279.34• 1.54 916 461554 8341652153 345 278.00 1916 279.52 1.52 91-7 461532.41 1652206.62 273.94 1917 275.37 1.53 918" 461552.23= ' 16S2202.3 280.56 1919 282.12 1.56 919 461560.18 1652199.95 277.75 1919 279,27: 1.52 921 461565:33 1652262.0.8 279.91 1921 281.44 1.53 922, 461S69.09 1652261:12 279.8,71 192Z 281.43 1 .56, 923 1 461574.22 1652257.75 , 277.97- 1923 279-55 1 1.58 925" 46158L62 16S2326.29 279.87 1925 281.4 1.53 926, 461585.12 165232 .00 279.84 1926 281.38 1.54 927 461592.93 1652326.5 277.99 , - 1927 279.53 1.54 930. 461583.33 1652338.36 279.71 1930 281.29 1.58 931 461586.7 16S2338.27 279.78., 1931 281.33 1.55` 932 461594.13 1652343.57`. 277.86 ` 1932' 279.42 1.56 933. 461581.98 1652353.99 279.79 1933 . 281.35 1.56 934- 461585.9 1652354.77 279.76 1934 281.31 1.55 935 461589.9 1652359:58 278.34 1935 279.88 1.54 936' 461S78.81 165237006 280.21 1936 281.73 1.52. 937' 46157611 1652368.05 280.12 1937. 281.64 1.52,. 938 .461582.52 1652375.42 278 24 1939, 279.74 1.50- 939', "461566.03 ` 1652381.4 280.28' 1939 281.81 1.53 940. 461668.88 1652383.79 280.15 1940. 281.69 1.54 941; 461548:14 16S2401.45 280.10v 1941" 281.66 1.56 942 461550.8 1652403.83 1280.07 1942 281.6 1 1.53: 943 461521.04 '1652433.06 200.11 1943 281.66 LSS 944 461523.75 1652435.35 280.00 1944 281.55 1.55 946 461478:89." 1652462.29 277.22 : 1945 278.75 LS3 946 ' 461485.26 1652a73.24 281.40 '. 1946 292.95 iSS 947 461487.54 "1652476.41 28L25 1947 282.78' 1.53 948-' 461446.24 1652505.64 '278.77 ' :1948 280:3; 1.53 949: 461451.84` "1652515.W 282.71. 1949 284.25- ' 1.54,' - 950 461453.92 1652517.93 282.72 1950" 284,26 1.54 951 461421.5 1652534.94 ' 280.27 1951 1 28 .81. ' 1.S4 952: 461436. 11 165254238 282:93 1952 284.43 1.50 953. 461432.21 1652538.4 282.SU 1953 284.02, 1.52 956 461328.07 1651648.87 295.46 1956 297.02, 1.56 9S7' 461341.92 1651640.4E 295.46 1957 302.34 1.S1: 9%. 461346.02 1651638.25 300.72 1958 302.25 1 L53 959 461352.38 1651634.33 299.08 ` 1959 300.62 1.54 961 461371.05 1651681.17 298.52 1961 300.09 1.57 962 461375.04 1651678,33 ' 298.45 1962 299.9S' -1.50' 963 461391.17 1651674.73' 297.11 : 1963 298:65 1.54 1122 461043.04 :1651815.41 295.03 2122 296.53 1.50 1123 461068.24 1651858.58 - 292.80. 2123 294.36 , . 1.56 1124 461093.42 11651901.75 290.69 2124 292.24 1.55 1125 461118.68 11651944.89 288.64 -2125 290.14 1.50, 1126 461143.86 16S1988.03 286.77 2126 288.33 156 1127 '461169.17 1652,031.26 28S.11 2127' 286.66 1.55 1128' 461194.32 1652074.42 283.53, 2129 285.06 1.53 - 1129 461219.55 1652117.54' 282.96 2129 284.42 1.56 1130 46124441' '1652160.79 282.92 2130 284.36 1.64 1131 461270.02 1652203.93 282.79 2131, 284.34 1.55' 1132 .1 61295.26 1652247.06 282JS 2132 284.28 1.53 : 1133; 461320 .48 1652290.31.1 282.53 :2133 284.45 1.52. 1134 4613 45 67 1652333.52 282.32 210 283.8Z 1.55 1135: 461370.89 1652376.67 282.151 2135 283.65 I:Mi 1136 461396.08 , 1652419.8: 281.81 2296 283.35 1.54•. 1137 461421.39` 1652462.94 280.49 ; 2137 282.01 1.52 1139 461464.61 1652437.7 278.09 2139 279.64 ` 1.55 1140 461439.3 1652394.51: 279.7S 2140 281.29 1.54 1141 4.61414.1 1652351.41: 280.77 2141 282.29, 1.52° 1142 461388.84 1652308.15. 280:90 2142 282.45 1.55 1143 1 461363.65 1652265.09 281.101 2143 282.65 1.55 1144 1 461338.4 .1652221.85 281.211 2144 282.73 1.52 1145 1 461313.2 16S2178.73 281.15 i 2145 282.70 1.55 1146 t. 461287.97 1652135.56" 281.14 2146 282 71" 1.57 1147 1 461262.75 165209231 .281.15 2147 282.67 1.52. 1148 461237.49 1652049.14. 282.68. 2148 284.23` L55 1149 461212.25 1652006.01 28423 2149 285.78 1.SS 1150 461187.07 ' 1651962.79 ' 285.81, 2150 287.36 1.55 1151 46116L82 1651919.66 287.54 2151- 289.09 1.55 1152 461136.67 1651876.55: .289.58 2152 291.11 1.53 , 1153 :461111.41 1651833.31 29172 2153 293.27 1.55 1254 461086.15- 1651790.19 293.93 2154 1 295.51 1.58 1179 461129.47'' 1651764.9 292.84 2179 294.38 1.54 1180. 461154.58` 1651808.11. 290.60 - 2180 292.17 1.57 1181 461179.83 1651851.32"' 288.37"" ' 2181 289.88 1.51 1182 461205:05 1651894.43 286.55 2182 288.07 1.52 1183 461230.23 1651937.62 284.90. 2183 286.46 1.56 1194 1 461255.47' 1651980.74 283.36 - 2184 284.88 1.52 1185 461280.7 1652023.99 281.76 2185 283.29 1.53 1186 461305.94 1652067.07 280.25 " 2186 281.83 1.58 1187E461432,07 331.2 1652110.36. 278.91 2187 280.48 1.57: 1188 56.38.1652153..48 278.47: 2188 280.02 1.55 1189 81SS '1652196:67 278 63 2189 280.14 LS1 1190. 06.82 1652239.85 278.62 2190 280.16 1.54 1191 1652282.96 278.14 2191. 279.67 1.53 1192 461457.19 1652326.17 277.63 2192 279,18. 1.55- 1193: 461482.46' '1652369.29` 276.58 2193 279.09 1.51: 1194 461507.72 1652412.56 274.76 :. 2194 276.33 1.57 1196 461S25.64> .1652344.09 272.13: 2196.: 273.66 1.53 1197 46150036 .1652300.9 173.47' _ 2197 274.99- 1.52 1198 4614751 1652257.72 "274.22: 2198 , 275.77 -1.55 1199 461449.96 1652214.59< '274.77 2199 276.32 1.55 1200 461424.3 8 1652171.37 275.41 5 2200 276.95 L54 1201 461399.56 1652128.18 276.79 ' 2201 278.34 1.ss 1202. 1 461374,21 1652085.Q7: 278.15 2202 279.72 " L57 20 1203 4 61349.12 1652041.9 279.47 2203 281.02 1.55 1204 461323.78 1651998.7 280.93 2204 282.50 1.57 1205 461998.63 16S1955:53 281491,2205 284.01 1.52 1206 461273.46 1651912.41- 284.12 2206 285.68 1.56. 1207 46124&24 1651869.23. 285:81 2207 287.37 1.56 1208 ,: 461223.04 165182611 29-7.67 ' 2209, 289:13 1.51 12091 461,197.72 1651782.99 289.95 2209 291.46; . 1.51 1210• 461172.5: 1651739.64 1292.28 2210 293.83 1.55 1235 461215.67 1651714.49 1293.06 2235 294.62• 156 . 1236 `461240.89 -1651757.S8 290.79` 2236 292.34 1.S5` 1237 461266.18 1651800.93 288.44 2237 290.00 1.56 1239 461291.36. 1651844.01 .28:6.55 ' 2238 288.13 1.58. 1239 461316.67 1651887.07 , 284.84- ' 2239 286.39%' 1.55 22401 46134L79 1651930.35 283.09 2240 284.65 1.S7 1241 461367.0 1651973.51 281.44: : 2241 283.01 L57 : 1242 461392.29 1652016.7 1279.85 2242 281.40 1.55 1243 '461417,41 ..1652059.81 1278.49 2243 280.03 L54 12" 461442.76 1652102.99 277.12 2244 278.70 1.58. 1245, 461468.42 1652146.16 275.87: 2245:: 277.42, 1.55 1246 . 4614 . 9316 165218937 274:54" 2246 276.07 1 S3 •14 2 7 461 18 5.41 1652 232.48 273.12 3 2 2247 274.65 ` 1.53 ' 1248 .461543.51 1652275.75..27L84 2248 273.3S 1.S1' `'4 O. a" 4. b s .' L- TO 'n Q''14,J a � �"e e,61 1aW01-C�� 5C� G cane 0 1327 1 461044.00 1651207.00 316.75 1 318.29 1.54 1328 461046.22 1651206.35 315.99 317.86 1.87 1 1329 461049.15 1651205.75 315.96 317.52 1.56 1330 461054.85 1651229.31 316.45 317.96 1.51 1331 461058.04 1651227.55 316.46 317.96 1.50 1332 461060.651 1651226.09 315.73 317.27 1.54 1333 461063.07 1651224.53 315.68 317.2 1.52 1334 461083.09 1651270.81 315.93 317.43 1.50 1335 461086.45 1651268.69 315.91 317.44 1 1.53 1336 461088.38 1651268.00 315.18 316.68 1 1.50 1337 461092.50 1651265.27 315.14 316.64 1 1.50 1338 461111.37 1651312.21 315.26 316.77 1 1.51 1339 461114.77 1651310.27 315.24 316.77 1 1.53 1340 461117.27 1651308.651 314.41 315.93 1 1.52 1341 461121.69 1651306.161 314.38 315.93. 1 1.55 1342 461137.85 1651353.83 314.32 315.82 1 1.50 1343 461141.77 1651352.15 314.30 315.8 1.50 1344 461145.96 1651348.90 312.99 314.55 1.56 1345 461151.06 1651346.93 312.95 314.5 1. 1346 461165.40 1651395.58- 312.78 314.28 1.50 1347 461169.57 1651392.911 312.70 314.2 1.50 1348 461175.55 165138163 311.14 312.64 1.50 1349 461180.40 1651387.801 311.10 312.6 1.50 1350 461195.16 1651436.40 310.78 312.28 1.50' 1351 461198.69 1651433.83 310.79 312.29 1.50 1352 461204.39 1651430.54 309.30 310.82 1.52 1353 461209.661 1651428.52 309.21 1 310.75 1.54 1354 461224.69 1651477.39 308.85 1 310.35 1.50 1355 461227.75 1651475.04 308.89 1 310339 1.50 356 461233.71 1651471.69 307.30 308.83 1.53 357 j 461238.95 1651469.24 307.14 308.7 1.56358 461254.56 1651518.02 306.75 308.29 1.54 1359 461257.60 1651515.79 306.78 308.28 1.50 1360 1 461263.65 1651511.56 305.14 306.64 1.50 1361 461268.31 1651510.10 305.14 306.65 1.51 1362 461283.88 1651558.67 304.79 306.29 1 1.50 1363 461286.74 1651556.48 304.79 306.29 1 1.50 1364 461292.61 1651553.25 303.12 1 304.65 1.53 1365 461297.59 1651550.85 303.07 1 304.59 1.52 1366 461313.58 1651599.93 302.62 1 304.12 1.50 1367 ' 461316AS 1651S97.58 302.64 304.14 1.50 1369 461326.93 1651591.511 301.0S 302.57 1.52 1500 461047.72 1651233.51 313.76 315.31 1.55 1501 461073.98 1651276.20 .312.29 . 313.82 1.53 1508 461241.18 1651525.77 302.20. 303.7 1.50 1716 460937.19 1651238.05 314.95 316.45 1.50 1719 460886.88 1651250.79 314.90 316.41 1.51 1722 460836.30 1651263.53 314.90 316.42 1.52 1725 460812.16 1651269.72 314.90 316.44 1.54 1728 1 460783.16 1651277.02 314.89 316.4 1.51 1730 460744.17 1651303.57 314.90 316.44 1 .1.54 1803 460985.36 1651221.69 315.00 316.52 1.52 1804 461298.80 1651608.08 297.78 299.28 1.50- 1805 461270.31 1651566.71 299.93 301.43 1.50 1807 461213.36 1651484.301 304.53 306.03 1.50 1808' 461184.33 1651443.141 306.49 307.99 ' 1.50 1809 461153.84 1651402.96 308.10 309.6 1.50 1810 460720.13 1651315.82 314.50 316.01 1.51 1816 461321.74 1651594.06 301.14 302.64 1.50 2112 460790.84 1651383.69 312.90 314.42 1.52 2113 460815.99' 1651426.81 311.85 313.35 1.50 2114 460841.27 1651469.98 310.53 312.04 1.51 2115 460866 48 t 1651513.16 309.13 310.65 1.52 2116 • 460891.71 1651556.331 307.71 309.21 1 1.50 1 2117 1 460916.93 1651599.56 _ 306.i1 307.63 1.52 2118 460942.11 1651642.71 304.06 I 305.56 1.51 2119 460967.41 1651685.85 301.80 303.31 1.51 2120 460992.58 1651729.04 299.62 301.11 1.50 2121 461017.80 1651772.17 297.46 298.96 1.50 2155 461061.01 1651746.97 296.34 297.86 1.52 2156 461035.80 1651703.79 298.55 300.06 1.51 2157 1 461010.57 1651660.62 300.65 302.17 1.52 2158 1 460985.301 1651617.47 302.82 304.32- 1.50 2159 1 460960.081 1651574.35 305.06 306.56 1.50 2160 1 460934.881 1651531.13 306.87 308.37 1.50 2161 460909.661 1651487.92 308.40 309.93 1.53 2162 46088437 1651444.74 309.90 311.42 1.52 2163 460859.14 1651401,54 311.21 312.76 1.55 2164 460833.96 1651358.43 312.43 313.95 1.52 2169 460877.15 1651333.19 311.97 313.49 1.52 .2170 460902.34 1651376.41 310.61 312.11 1.50 2171 460927.61 1651419.48 309.12 310.65 1.53 2172 460952.84 1651462.71 307.55 309.06 1.51 2173 460978.011 1651505.91 305.94 307.45 1.51 2174 461003.281 1651549.10 303.86 11 305.37 1.51 2175 461028.49 1651592.22 301.60 1 303. 11 1.51 2176 461053.69 1651635.38 299.50 301.00 1.50 2177 461078.93 1651678.59 297.50 299.03 1.53 2178, 461104.20 1651721.80 295.16 296.68 1.52 2211 461147.34 1651696.47 294.69 296.25 1.56 2212 461122.10 1651653.32 297.20 298.73 1.53 2213 461096.83 1651610.211 299.33 ( 300.86 1.53 2214 461071.67 1651567.03 30f.48 302.99 1.51 2215 461046.47 1651523.83 , 303.90 305.4 1.50 2216 461021.22 1651480.64 ! 306.04 307.55 1.51 2217 1 460995.97 1651437.50 307.72 309.25 1.53 2219 460970.73 1651394.35 309.38. 310.88 1.50 2219 460945.52 1651351.01 310.84 I 312.4 1.56 2220 460920.26 1651308.01 312.25 313.78 1.53 2225 460963.47. 1651282.76 312.78 314.29 1.51 2226 460988.69 1. 1651325.911311.33 312.86 1.53 2227 1 461013.94 1651369.14 309:99 311.5 1.51 2228 461039.181 1651412.281 308.34 309.87 1.53 2229 461064.41 i 1651455.47 306.75 308.27 1.52 2230 461089.60 1651498.65 304.73 306.23 i 1.50 2231 461114.84 1651541.75 302.38 303.92 1 1.54 2232 461140.10 1651584.99 300.13 301.64 1 1.51 2233 461165.29 1651628.14 298.02 ` 299.54 1.52 2234 461190.44 1651671.31 295.65 297.19 1.54. 2263 461233.65 1651646.10 296.60 298.12 1.52 2264 461208.42 1651602.90 298.85 300.41 1.56 2265 461183.23 1651559.76 301.05 302.57 1.52 2266 461158.02 1651516.55 i 303.33 304.86 1.53. 2267 461132.69 1651473.44 365.58 307.11 1.53 2268 461107.57 16514304211 307.41 308.94 1.53 2269 1 461082.36 1651387.06 308.94 310.49 1.55 2270 461057.12 1651343.86 310.33 311.83 1.50 2271 461031.89 1651300.72 311.79 313.31 1.52 2272 461006.65 1651257.54 313.24 314.74 1 1.50 2278 461100.28 1651318.48 311.18 312.69 1 1.51 2279' 461125.511 1651361.85 309.58 G 311.10 1.52 2280 461150.73 1651405.011 308.03 309.54 1.51- 2281 461175.97 1651448.181 306.32 307.82 1.50 2282 461201.13 1651491.41 304.26 305.77 1.51 2283 461226.38 1651534.501 301.90 303.42 1.52 2284: 461251.66 1651577.69 299,57 -1 301.1 1.53' -30 0 15 30 IN FEET ) 1 inch _ 30 ft. REVISIONS Su,bgrade -Top of Clay Verification FDA 9-10-20 Phase 3 Cell 2 Anson County Landfill 106_A Jefferson St. WGS to Connection (Cwn er) Monroe, North Carolina 28112 P 704-289-1013 Anson Count North Carolina F 704-283-9035 y www.lawrencesurvey ng.com Finn License Number: C-2856 r Orig. scale.• 1" 30' Date.• May 14, 2020 Drown By. FDL Job No. 1952-5603 Phase 3 Cell 2 Drawing file.• SG TC 1952 West End Verificatiion DWG # 20182 Figure 3 Moisture / Density Test Locations 4 a c ( NORTH Ile loe / - 9LDPE CROSKIH CON1m0. MATRIOGI �.• — • \� PROPOSED _ . ' • TREE LINE / • �� d/SANG LIMNSPDSWAE0 OF Ob7UA12WCE /• NOR01 P 17A ooe uW < \ HO'RTTI R^ PHASE 1 L �,wN0 0��1A$E��Y_ I DX 3s � TYPE 8 /'/ / 5EDIMFM ` tDra1 �n e ol 36 TYPE 9 / 210- 2 / 2T4711 EDGE OCHER ,yp 1 LIMITS OF CONSTRUCTION l 'Y 3 L4 1 tp LINEA SYSTEM ANCHOR ERER:K Y .- e � AJE 'O � •/ / IDOE QF LINER CELL TIE-IN BETNSEN PHASi 3. 11 1 Q OUTLET )WE B Dzns"t�'Tcs( • x }fielm ■ 1 AHCNOR TRENCH w11x 5EAST �i CONNECTION TO EXISTING ACCESS ROAD �I AN LOCATED ,IN ROAD ELEVATION AND COORDINATE TIE-IN WITH ENGINEER PRIOR ,• TO CONSTRUCTION 4 TEMPORARY DAEASIDR D401 II 37 CUEVOT a 36 TY1S @ l'p• ij Fi\ J/ WWI (_ �N •' 40 TE31PORAR!' I%YERSNIN DLTD71 `�A EXI571NG PEAYME)EF ' ACCESS RCNpool L j loll � / IXrsnuc cmVEAT � 39 C % / / FIELD LOCATE AND TIE-IN TO EXISTING / LINER FOR PHASE 3 CELL 1 PROTECTIVE STOCKPILE \ J� / • ` r �T AREA ' �• s 8 REFERENCE 1 EXInNG TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED AT 2-Ff CONTOUR INTERVALS BY INDEPENDENT MAPPING CONSULTANTS (IMC JOB NO. 17001); DATE OF AERIAL PHOTOGRAPHY JANUARY 18, 2017 h OCTOBER 5, 2017, 2. PROPOSED TIE-IN GRADING LOCATIONS AND ELEVATIONS ARE BASED ON p PHASE 3 CELL 1 VERIFICATION DIGITAL DRAWINGS PROVIDED BY LAWRENCE 6 SURVEYING, INC ON OCTOBER 23. 2018 3. LIMITS OF DISTURBANCE IS TAKEN FROM APPROVED EROSION CONTROL PLAN DATED OCTOBER 17, 2017. A 4 TEMA FLOODPLNN INFORMATION FROM NCFLOODMAPS MAP NUMBERS: 3710644500J, 37105446 00J, 3710645500J, 37705456DOJ S. JV16 MTIOH& WATERS OF THE w WERE OEMEATED (FVGGEp IN THE RFIELD), CLASSIFIED, AND MAPPED BY CWS, INC ON YAY 3, 2018, MARCH 20. 21. AND 27 2019 6 Ae e ®® e ®® ® � IX/57/NG UNOERORI/N P/PE `I ffIr EX/BnNC UNCERDIWII PIPE JIA I / EA75/AC Smw LUMMEWi f/. E / EA757MC JE.1CN17F FORCEAA4W 1 � A ' I. �g I i I I I ti 4B I 4 I i IEIEN- EXISTING CONTOUR MAJOR EXISTING CONTOUR MINOR • --- --------- -- EXISTING UNDERDRAIN PIPE EXISTING ACCESS ROAD EXISTING LEACHATE FORCEMNN EXISTING 100-YEAR FE)AA - EXISfING WETLANDS EXISTING STREAMS EXISTING EDGE OF LINER SUBGRADE CONTOUR MAJOR SUBGRADE CONTOUR MINOR EDGE OF UNER ` DRAINAGE DITCH �,,, �,,,�• TACK -ON SWALE STORMWATER PIPE PERMITTED LIMITS OF DISTURBANCE . LIMITS OF CONSTRUCTION TREE LINE NA GREEN MATTING SCALE IN FEET 0 100 2GO PROTECTIVE (OPERATIONAL) COVER Gf000A�0511E 1NWKAq IAYr',. HOPE LINER r CLAY LINER CONTOURS_ THIS PLAN _ ... L SUBGRADE LINER SYSTEM DRAWING KEY NOTE: SUBGRADE CONTOURS ARE SHOWN TO BE 18 INCHES BELOW TOP OF CLAY LINER GRADES. D O W REVISED 10:02 pm, Nov 12, 2019 i L a z J Q N O Z a =Z Z OgJo ILGWQ 0 c a V Z m Q W N J a=1z0 OWyz Lu Z Z M Q p W y NQ z ma Q a v N W Q zN aW c 3� az NORTH CAROLINA BOARD OF EXAMINERS o' FOR ENGINEERS AND Q m a JI SURVEYORS LICENSE fn m NO C-3035 0 CL % 3 'o _ 0271L BEFORE YOU DIOI y '• gIyfl+.•1 �37 ,2 p�yylpl0lq CALL 1-/00-e32-4949 N.C. ONE -CALL CENTER "'^ CZOZ ITS THE LAW �y.I, A,,,l.•: �1��--• SHEET 8 OF 14 ( NORTH f / . / ♦-O&MET_PROTT TYPE / r r r r r r r �M1 PAW & r / SLOEE CR090<`✓-CONRAl YATO 7 •� Ile- • TREE LRIE G/M/75 OF O57UR6INCE /• NORTH PE111MCFEA ADR 17A y„1"� ` FA a LAER SfSTIN ANCAM TRENCH CONNECTION TO EXISTING ACCESS ROAD AND COORDINATE - WRH�EN�GMEER PRIOR III f TO CONSTRUCTION '2207jA 4 IpMyu7ry ONFNSJOy ORCH /" 31 TACMLVER'I /+ , /�. e7A �` 36 PR '2711` 1YPD D �7a0 _ _ TYPIGL -1 _ _ TYPE A // DOWNS AACII RP.ME/FR V 0 4 � . P1 SSE.T erii �_ARR-PNISE . T J`I f I / EDGE OF UNE LIMITS OF CONSTRUCTION �" UNER SYSTEM ANCHOR TREK[N - 1 e L �>! \� Et1GE ,FLINER J S +�� BETMTEN PI4A5E SIN 15 69� moo. � � ♦• � •- � T - 9 - r FIELD LOCATE AND % TIE-IN TO EXISTING LINER FOR PHASE 3 CELL 1 PROTECTIVE COVER STOCKPILE • 6¢ AREA ' . • • �/ \ 'V- ®®® L a ® r IX/SUNG UNOEROR.1/N P/PE i I EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING CONSULTANTS (IMC + JOB NO. 17001); DATE OF AERIAL PHOTOGRAPHY JANUARY 18, 2017 k OCTOBER 5, 2017. r E�fM1C RAN AfSr 2 PROPOSED TIE-IN OFII LOJSIONS AND ELEVATIONS ARE BASED ON PHASE 3 CELL 1 VEMPICADON DICOAL DRAWINGS PROVIDED BY LAWRENCE ! I SUTNrNNO, WC, ON OCTOM 23. 2018 3 UNITS OF DISTURBANCE IS TAKEN FROM APPROVED EROSION CONTROL PLAN .I DATED OCTOBER 17. 2017. 4 PENA FLOODRNN INFORMATION FROM NCFLOODMAPS MAP NUMBERS: 3710644500J, 3710644600J, 3710645500J, 3710645500J 5 JURISDICTIONAL WATERS OF THE US WERE DELINEATED (FLAGGED IN THE it FlELD), CLASSIFIED, AND MAPPED BY CWS, INC ON MAY 3, 2018, MARCH 20, 21, AND 27 2019. - !f. IX' 9m 1/ I/ �r E161A1G LE1CK17F FORCEAWN % l 1: • I 16 I. I I I I I EXISTING CONTOUR MAJOR EXISTING CONTOUR MINOR - ----- - -- - ---- EXISTING UNDERORAIN PIPE ZSTING ACCESS ROAD TING LEA.CHATE FORCEMMN EXISTING 100-YEAR PEMA EXISTING WETLANDS EXISTING STREAMS EXISTING EDGE OF UNER - SUBGRADE CONTOUR MAJOR SUBGRAOE CONTOUR MINOR EDGE OF LINER DRAINAGE DITCH TACK -ON SWALE . - STORMWATER PIPE PERMITTED UNITS OF DISTURBANCE • . . + . . LIMITS OF CONSTRUCTION TREE LINE NA GREEN MATTING SCALE IN FEET mommilla D 100 200 PROTECTIVE (OPERATIONAL) COVEN /I GEOCOMPOSITE DRANAGE LAYER HDPI UNER r CLAY LINER CONTOURS THIS PLAN - REVISED 10:02 Pm, Nov 12, 20f0 Z J O SUBORAOE N Q LINER SYSTEM DRAWING KEY 0 Z a _ � Z NOTE: SUBGRADE CONTOURS ARE WN TO BE 1GRADES. BELOW TOP OCLAY J cc 0 OFLINER Z ¢ J EL�LLa OCDU co Z W N-j~ - ZO 0W0Z WVZZ a Lu W y U) Z a a Lum IL Q x U N W a z0 IL c € NORTH CAROLINA m ' g BOARDOFEXAMINERS O m FOR ENGINEERS AND SURVEYORS LICENSE Q m c 2 w 0, NO C-3035 O .•�pZK �+ •s Op ? r� ,� 5�+ 1r _ SGSt � } •• � F BEFORE YOU DICH CALL 1-800-832-4B4B N.C. ONE -CALL CENTER II yO, jf�47q 'o•r '^N(TEF" �.`�• ,. /� A C202 TB THE LAVA 1. 6Jmil 5 0- 14 i ( NORTH / EX/SANG PERA//77ED L/MDS OF D/S/URS4WE ' / /• NORM PPOWER AO A 2) ( 1t• 4 \ NORQY PEAPY!TER OYT°f Vp CELL ,N:-0+ BcZW'sETi �� / . IRV9E 1 a L 8 AVD.PH,lSE f r EDGE OF LINE LIMITS OF CONSTRUCTION / 2- TYPE B 1� �1 1 Li F T DORIS,,+J Tell— o pcflns A u �R srs EM A1xnw F CONNECTION TO EXISTING ACCESS ROAD JI LOCATED EXISTING ROAD ELEVATION , AND AND COORDINATE TIE-IN WITH ENGINEER PRIOR TO CONSTRUCTION �• 40 TFAIPOAAAI' D VEB20N ORCH ' !, 37 CmVM 36 "LET PROTEcTim B 3 `�„ TS ( 6 se7L�-�_ � � qa TELo'mUm oly�Yy01I OITLN / / EAYSDNG / CUL VERI TRENCH N ', �T • / FIELD LOCATE AND TIE-IN TO7 /] 6 V �� • / / LINER FOR IXPHASE 3 ISTING G CELL 1 \\ • 3 TIE -OF / i000 or NeTEA. d 41 CTIE-OF . • . 6ET �EIIT AN,Iq 3 , T PROTECTIVESTOCKPILE AREA \r • �./ ly / d REFERENCE 1 EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED 3 AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING CONSULTANTS (IMC JOB NO 17001); DATE OF AERIAL PHOTOGRAPHY JANUARY IB, 2017 B OCTOBER S. 2017. BB@S 2 PROPGSED 71E-IN GRADING LOGRONS AND ETJ:VATIONS ARE BASED ON PHASE 3 CELL 1 VERIFICATION DIGITAL DRAWINGS PROVIDED BY LAWRENCE _g SURVEYING, INC ON OCTOBER 23, 2018. 3 LIMITS OF DISTURBANCE IS TAKEN FROM APPROVED EROSION CONTROL PLAN DATED OCTOBER 17, 2017 A 4. FEMA FLOODPWN INFORMATION FROM NCFLOODMAPS MAP NUMBERS: 3710644500J, 371064460M. 3710645500J, 37106456OW 5 JURISDICTIONAL WATERS OF ME US WERE DEUNEATED (FLAGGED IN ME R FIELD), CLASSIFIED, AND MAPPED BY CWS, INC. ON MAY 3, 2018, MARCH 20, 21. AND 27 2019 i = I ® �s ® � IX/S/1NG UNDERORI/N PIPE 1 EXLSRNG UNDERORA/N P/FE EGFND E%WFINO CWTOUR IUMDR — E7 SWG UA COHIOMOIDR • --"' --� EXISTING UNDERDRNN PIPE EXISTING ACCESS ROAD EXISTING LEACHATE FORCEMAIN EXISTING 100-YEAR FEMA EXISTING WETLANDS EXISTING STREAMS — . — ..,...... . EXISTING mGE OF UNER SUBGRADE CONTOUR MAJOR SUBGRADE CONTOUR MINOR EDGE OF LINER w y DRAINAGE DITCH ��„•�•„� TACK -ON SWALE •�_� , , - STORMWATER PIPE PERMITTED LIMITS OF DISTURBANCE . • . • . • LIMITS OF CONSTRUCTION _ TREE LINE NA GREEN MATTING SCALE IN FEET 0 100 200 - - PROTECTIVE (OPERATIONAL) COVER GEOCOMPOSITE DRAINAGE LAYER HOPE UNER .- CLAY LINER CONTOURS ` J THIS PLAN - SUBORADE NOTE: SUBGRADE CONTOURS ARE SHOWN TO BE 18 INCHES BELOW TOP OF CLAY LINER GRADES NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO C-3035 •°�_.iaVkY�=v ' l SEAL BEFORE YOU DICU CALL 1-800-632-4949 779114 1 = •• N.C. ONECALL CENTER AJpT T6 THE L-AW REVISED 10:02Pm, Nov 1; 2D1L Q z J Q N O Z Q Z cc z C J CC LLaLLQ Oa_ocT% Z m Q 2 W N J CL 0 OWyZ W V ZQ Z p W N yQ Z cc LuCo M Q Q U N W a a a ; z - Z cm Ix y m U' a O ° a ° 0 C202 B OF 14 A G APPENDIX A LISTING OF MONITORING AND INSTALLATION PERSONNEL OASIS CONSULTING SERVICES Oasis Consulting Services List of Quality Assurance Monitoring Personnel Name Michael Monteleone Anson Landfill Phase 3 Cell 2 Anson, North Caroline Title Certifying Engineer Saeed Abdolpour SR. Field Project Manager HALLATON ENVIRONMENTAL LININGS Hallatoit Inc. Crew List Anson Landfill 2020 — Mobilization 1 Supervisor- Homero Telles — Master Seamer Foreman/QualityForeman/Quality Control Representative - Pablo Balderas Seamine Technicians- Gabino Rangel Rogelio Velasquez Oziel Cardenas Cesar Lugo Juan Carlos Fernandez Ramiro Olvera Sr. Hallaton Inc / 1206 Sparks Rd / Sparks / MD 21 152 / USA 410-583-7700 / www.hallaton.com H Homero Telles Geomembrane Experience Resume - 2019 SUPERVISOR on the following job sites: H Material Quantity Project Location Date .45 mil RPP 75,000 Plant Bowen Tank Lining Euharlee, GA Jun-19 Geotextile 75,000 160 mil HDPE Textured 802,027 Lanchester Area E Cell 2A Narvon, PA Jul-19 Geocomposite 400,235 GCL 400,235 Geotextile 400,132 ,60 mil HDPE Textured 609,777 New Hanover County Landfill Cell 8A Wilmington, NC Nov-19 GCL 557,100 Geocomposite 273,600 60 mil HDPE Smooth 5,206,604 Greensville County Reservoir Jarratt, VA Nov-19 60 mil HDPE Textured 1,011,528 Geocomposite 168,750 Geotextile 6,019,200 40 mil LLDPE Textured 34,500 Sampson Rain Cover Repair Roseboro, NC Dec-19 Rain Cover 55,200 Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152 Homero Telles Geomembrane Experience Resume - 2018 SUPERVISOR on the following job sites: H Material Quantity Project Location Date 60 mil HDPE Textured 24,660 Tri-City Regional Landfill Petersburg, VA 18-May GCL 24,660 Phase 3C Geocomposite 24,660 60 mil HDPE Textured 318,385 Antero Clearwater Landfill Pennsbor, WV 18-Oct GCL 318,385 Geotextile 35,376 40 mil LLDPE Textured 134,580 LGE Mill Creek Generating Louisville, KY 18-Nov GCL 131,495 Station Geocomposite 84,475 Geotextile 84,475 160 mil HDPE Textured 210,600 Carroll Grayson Galax Hillsville, VA 18-Nov GCL 210,600 Regional LF Cell 2 Geotextile 210,600 Rain Cover 163,773 45 mil RPP 56,700 Muddy Creek Water Winston Salem, NC In Progress Geocomposite 47,900 Treatment Plant Geotextile 126,800 40 mil HDPE Textured 213,055 Commonwealth Cap Hegins, PA 18-Oct 40 mil LLDPE Textured 708,480 Keystone Sanitary Landfill-CES Geocomposite 747,295 40 mil LLDPE Textured 1,053,500 Indian River Landfill Vero Beach, FL 18-Dec Geocomposite 2,106,400 Hallaton, Inc.-1206 Sparks Rd —Sparks, MD 21152 Homero Telles Geomembrane Experience Resume - 2017 SUPERVISOR on the following job sites: H Material Quantity Project Location Date 60 mil HDPE Textured 495,000 Gaston County Landfill Dallas, NC 17-Mar Geocomposite 495,000 Phase 2 Rain Cover 311,400 30 mil HDPE Textured 29,700 Former Supertane Coal Tar Site Charles Town, WV 17-Apr Geocomposite 29,700 Restoration Geotextile 29,700 60 mil HDPE Textured 174,832 Chesley Farm Harwood, MD 17-Apr Geocomposite 11,250 Swan Pond #2 .40 mil LLDPE Textured 46,500 Sampson County Landfill Roseboro, NC 17-Jul (Rain Cover 1,347,500 Cell 8 & West Slope Rain Cover Anchor Down Ballast 430,000 XR5 (8138) 74,785 Talbot County WTP Lagoon Easton, MD 17-Sep Rain Cover (DBBW) 352,800 40 mil LLDPE Textured 248,825 Titus Ash Landfill Closure Birdsboro, PA 17-Oc1 Geocomposite 248,350 40 mil LLDPE Textured 1,168,200 South Wake Landfill Wake, NC 17-Dec Geocomposite 1,168,200 Unit Partial Closure 60 mil HDPE Textured 683,100 Ann Street Landfill Fayetteville, NC 17-Dec Geocomposite 675,000 Phase 4- Cell 9 & 10 45 mil RRP 200,161 Muddy Creek Water Winston Salem, NC In Progress Geocomposite 108,360 Treatment Plant Geotextile 316,350 Basin No.1 60 mil HDPE Smooth 534,000 Sampson County Landfill Roseboro, NC In Progress 60 mil HDPE Textured 487,000 Cell 10 Geocomposite 1,021,200 Rain Cover 720,000 50 mil LLDPE Suer Grip 246,602 Georgia Pacific Wyoming, WV In Progress Synthetic Turf 246,602 North Spring Branch Landfill Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152 Pablo Bladeras Geomembrane Experience Resume - 2019 QUALITY CONTROL on the following job sites: Material Quantity Project Location Date 60 mil HDPE Textured 330,775 Taylor County Cell 15 Mauk, GA May-19 GCL 330,775 Rain Cover 448,725 60 mil HDPE Textured 1,219,345 Indian River County Landfill Vero Beach, FL Jul-19 40 mil LLPDE Textured 570,553 Segment 3 Cell 2 & Partial Closure Geocomposite 1,659,430 GCL 422,829 60 mil HDPE Textured 802,027 Lanchester Area E Cell 2A Narvon, PA Jul-19 Geocomposite 400,235 GCL 400,235 Geotextile 400,132 50 mil HDPE Textured 829,670 Commonwealth Cell Hegins, PA Sep-19 ,Geocomposite 414,835 GCL 414,835 Geotextile 829,670 60 mil HDPE Textured 609,777 New Hanover County Landfill Cell 8A North Wilmington, NC Nov-19 GCL 557,100 Geocomposite 273,600 60 mil HDPE Smooth 5,206,604 Greensville County Reservoir Jarratt, VA Nov-19 60 mil HDPE Textured 1,011,528 Geocomposite 168,750 Geotextile 6,019,200 60 mil HDPE Textured 1,243,840 Antero Clearwater Landfill Stage II Pennsbor, WV Dec-19 GCL 599,850 Geotextile 600,300 Geocomposite 601,425 Rain Cover 1,231,200 40 mil LLDPE Textured 34,500 Sampson Rain Cover Repair Roseboro, NC Dec-19 Rain Cover 55,200 Hallaton, Inc.-1206 Sparks Rd —Sparks, MD 21152 Gavino Rangel Geomembrane Experience Resume - 2019 TECHNICIAN on the following job sites: Material Quantity Project Location Date 45 mil RPP 75,000 iPlant Bowen Tank Lining Euharlee, GA Jun-19 Geotextile 75,000 60 mil HDPE Textured 609,777 New Hanover County Landfill Cell 8A North Wilmington, NC Nov-19 GCL 557,100 Geocomposite 273,600 60 mil HDPE Smooth 5,206,604 Greensville County Reservoir Jarratt, VA Nov-19 60 mil HDPE Textured 1,011,528 Geocomposite 168,750 Geotextile 6,019,200 50 mil HDPE Textured 1,243,840 Antero Clearwater Landfill Stage II Pennsbor, WV Dec-19 GCL 599,850 Geotextile 600,300 Geocomposite 601,425 Rain Cover 1,231,200 40 mil LLDPE Textured 34,500 Sampson Rain Cover Repair Roseboro, NC iDec-19 Rain Cover 55,200 Hallaton, Inc —1206 Sparks Rd. —Sparks, MD 21152 Rogelio Velasquez Geomembrane Experience Resume - 2019 TECHNICIAN on the following job sites: i1 Material Quantity Project Location Date 160 mil HDPE Textured 609,777 New Hanover County Landfill Cell 8A North Wilmington, NC Nov-19 GCL 557,100 Geocomposite 273,600 60 mil HDPE Smooth 5,206,604 Greensville County Reservoir Jarratt, VA Nov-19 60 mil HDPE Textured 1,011,528 Geocomposite 168,750 Geotextile 6,019,200 60 mil HDPE Textured 1,243,840 Antero Clearwater Landfill Stage II Pennsbor, WV Dec-19 GCL 599,850 Geotextile 600,300 Geocomposite 601,425 Rain Cover 1,231,200 40 mil LLDPE Textured 34,500 Sampson Rain Cover Repair Roseboro, NC Dec-19 Rain Cover 55,200 Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152 Oziel Cardenas Geomembrane Experience Resume - 2019 TECHNICIAN on the following job sites: Material Quantity Project Location Date 60 mil HDPE Textured 609,777 New Hanover County Landfill Cell 8A North Wilmington, NC Nov-19 GCL 557,100 Geocomposite 273,600 60 mil HDPE Smooth 5,206,604 Greensville County Reservoir Jarratt, VA Nov-19 60 mil HDPE Textured 1,011,528 Geocomposite 168,750 Geotextile 6,019,200 180 mil HDPE Textured 1,243,840 •Antero Clearwater Landfill Stage II Pennsbor, WV Dec-19 •GCL 599,850 Geotextile 600,300 Geocomposite 601,425 Rain Cover 1,231,200 40 mil LLDPE Textured 34,500 Sampson Rain Cover Repair iRoseboro, NC Dec-19 Rain Cover 55,200 Hallaton, Inc.-1206 Sparks Rd —Sparks, MD 21152 Cesar Lugo Geomembrane Experience Resume - 2019 TECHNICIAN on the following job sites: Material Quantity Project Location Date Geotextile 294,740 Lycoming County Landfill Montgomery, PA Apr-19 -60 mil HDPE Textured 802,027 Lanchester Area E Cell 2A 'Narvon, PA Jul-19 Geocomposite 400,235 GCL 400,235 Geotextile 400,132 30 mil PVC 37,885 Younkins Pud SWM Ponds Frederick, MD Hegins, PA Aug-19 60 mil HDPE Textured 829,670 Commonwealth Cell Sep-19 Geocomposite 414,835 GCL 414,835 Geotextile 829,670 60 mil HDPE Textured 191,760 Potomac County CDD Landfill Dumfries, VA Oct-19 Geocomposite 121,800 Cell 4 Expansion Geotextile 83,700 50 mil HDPE SuperGrip 310,500 Millersville LF Cell 567 Severn, MD INov-19 Geotextile 315,000 Replacement Cap 60 mil HDPE Textured 237,746 DSWA Cherry Island Wilmington, DE 'Nov-19 Rain Cover 27,600 30 mil PVC 59,383 Harbor Point Pond Lewes, DE Nov-19 60 mil HDPE Textured 91,985 Crater Resources Capping King of Prussia, PA Nov-19 Geocomposite 91,985 Geotextile 91,985 Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152 Juan Carlos Fernandes Geomembrane Experience Resume - 2019 TECHNICIAN on the following job sites: Material Quantity Project Location Date 50 mil HDPE Textured 609,777 New Hanover County Landfill Cell 8A North Wilmington, NC Nov-19 ,GCL 557,100 Geocomposite 273,600 160 mil HDPE Smooth 5,206,604 Greensville County Reservoir Jarratt, VA Nov-19 150 mil HDPE Textured 1,011,528 Geocomposite 168,750 Geotextile 6,019,200 160 mil HDPE Textured 1,243,840 Antero Clearwater Landfill Stage II Pennsbor, WV Dec-19 GCL 599,850 Geotextile 600,300 Geocomposite 601,425 Rain Cover 1,231,200 .40 mil LLDPE Textured 34,500 Sampson Rain Cover Repair Roseboro, NC Dec-19 ,Rain Cover 55,200 Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152 Ramiro Olvera Geomembrane Experience Resume - 2019 TECHNICIAN on the following job sites: :l Material Quantity Project Location Date 60 mil HDPE Textured 1,219,345 Indian River County Landfill Vero Beach, FL Jul-19 40 mil LLPDE Textured 570,553 Segment 3 Cell 2 & Partial Closure Geocomposite 1,659,430 GCL 422,829 60 mil HDPE Textured 802,027 Lanchester Area E Cell 2A Narvon, PA Jul-19 Geocomposite 400,235 GCL 400,235 Geotextile 400,132 30 mil PVC 59,383 Harbor Point Pond Lewes, DE Nov-19 150 mil HDPE Smooth 5,206,604 Greensville County Reservoir Jarratt, VA Nov-19 160 mil HDPE Textured 1,011,528 Geocomposite 168,750 Geotextile 6,019,200 Hallaton, Inc.-1206 Sparks Rd —Sparks, MD 21152 HALLATON ENVIRONMENTAL LININGS Hallaton Inc. Crew List Anson Landfill Supervisor - Feliciano Alonso Foreman/Quality Control Representative - Antonio Arvizu Seaming Technicians- Franscisco Lugo Juventino Lugo Oscar Olvera Daniel San Juan Eliseo Martinez Hallaton Inc / 1206 Sparks Rd / Sparks / MD 21 152 / USA �1 410-583-7700 / www.hallaton.com ,H Feliciano Alonso Geomembrane Experience Resume - 2019 SUPERVISOR on the following job sites: IMMI Material Quantity Project Location Date 60 mil HDPE Textured 150,598 Nottoway County LF Cell 5 Blackstone, VA May-19 Geotextile 150,598 GCL 149,448 Rain Cover 161,486 60 mil HDPE 257,600 Goff Mountain Closure Charleston, WV Aug-19 Closure Turf 371,250 Phase 2A GCL 244,941 30 mil PVC 1,135,485 John Amos Cell Sequence 4 Winfield, WV Oct-19 Geocomposite 1,338,366 Geotextile 851,724 Geotextile 63,005 Savannah River Mill Rincon, GA Oct-19 60 mil HDPE Textured 322,000 Habersham Co LF Cell Mt Airy, GA Nov-19 GCL 316,200 Geocomposite 341,620 Geotextile 31,500j 60 mil HDPE Textured 1,243,840 Antero Clearwater Landfill Stage II Pennsbor, WV Dec-19 GCL 599,850 Geotextile 600,300 Geocomposite 601,425 Rain Cover 1,231,200 Hallaton, Inc.--1206 Sparks Rd. --Sparks, MD 21152 Feliciano Alonso Geomembrane Experience Resume - 2018 SUPERVISOR on the following job sites: IMMI Material Quantity Project Location Date 60 mil HDPE Smooth 554,000 Decatur Cc LF Cell 5 Attapulgus, GA 18-Apr Geocomposite 554,000 30 mil PVC 42,552 Tradepoint Atlantic Baltimore, MD 18-Jun Bio-Retention Ponds 60 mil HDPE Textured 447,390 Butcher Creek Chase City, VA 18-Aug GCL 447,390 Cell 3 Construction Geotextile 447,390 Rain Cover 447,390 50 Mil HDPE IDS 725,400 AEP John Amos Closure Winfield, WV 18-Oct Geotextile 806,760 60 mil HDPE Textured 318,385 Antero Clearwater Landfill Pennsbor, WV 18-Oct GCL 318,385 Geotextile 35,376 60 mil HDPE Textured 1,350 Virginia Tech Pond Blacksburg, VA 18-Oct Geotextile 2,700 60 mil HDPE Textured 395,120 Goff Mountain Closure Charleston, WV 18-Dec Turf 190,000 Phase 2A GCL 395,120 Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152 Feliciano Alonso Geomembrane Experience Resume - 2017 SUPERVISOR on the following job sites: IMMI Material Quantity Project Location Date 40 mil LLDPE IDS Microsprike 690,000 Berlin Rubble Berlin, MD 17-Mar Geocomposite 76,000 Fill Closure Geotextile 693,000 40 mil LLDPE Textured 1,168,200 South Wake Landfill Wake, NC 17-Dec Geocomposite 1,168,200 Unit A Partial Closure 50 mil Super GripNet 316,800 Accomack Closure Turf Atlantic, VA 17-Dec Closure Turf 316,800 Geocomposite 296,289 Rain Cover 224,235 Wind Ballast 224,235 60 mil HDPE Textured 520,000 Antero Landfill Doddridge, VA In Progress GCL 650,000 Stage 1 Geocomposite 260,000 Geotextile 261,000 Rain Cover 130,000 50 mil LLDPE Suer Grip 246,602 Georgia Pacific Wyoming, WV In Progress Synthetic Turf 246,602 North Spring Branch Landfill *Partial Year Worked; August -December Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152 Antonio Arvizu Geomembrane Experience Resume - 2019 TECHNICIAN on the following job sites: IMMI Material Quantity Project Location Date 60 mil HDPE Textured 150,598 Nottoway County LF Cell 5 Blackstone, VA May-19 Geotextile 150,598 GCL 149,448 Rain Cover 161,486 60 mil HDPE 257,600 Goff Mountain Closure Charleston, WV Aug-19 Closure Turf 371,250 Phase 2A GCL 244,941 30 mil PVC 1,135,485 John Amos Cell Sequence 4 Winfield, WV Oct-19 Geocomposite 1,338,366 Geotextile 851,724 60 mil HDPE Textured 1,243,840 Antero Clearwater Landfill Stage II Pennsbor, WV Dec-19 GCL 599,850 Geotextile 600,300 Geocomposite 601,425 Rain Cover 1,231,200 Hallaton, Inc.--1206 Sparks Rd. --Sparks, MD 21152 Francisco Lugo Geomembrane Experience Resume - 2019 TECHNICIAN on the following job sites: IMMI Material Quantity Project Location Date 30 mil PVC 37,885 Younkins Pud SWM Ponds Frederick, MD Aug-19 60 mil HDPE 1,673,000 Midshore II Ridgley, MD Aug-19 Geocomposite 1,624,718 Regional Solid Waste Facility Rain Cover 836,500 60 mil HDPE Textured 829,670 Commonwealth Cell Hegins, PA Sep-19 Geocomposite 414,835 GCL 414,835 Geotextile 829,670 40 mil LLDPE Textured 210,153 Granger Wood Street Landfill Closure Lansing, MI Oct-19 Geotextile 210,153 60 mil HDPE 4,620 40 mil LLDPE Textured 486,663 Port Clinton Republic Oberlin, OH Oct-19 Geocomposite 486,663 40 mil XR-5 12,882 Backwash Basin Modutank Lining Halmilton, OH Nov-19 Geotextile 2,250 Rain Cover 55,200 Hawkins Point Swale Baltimore, MD Nov-19 Geotextile 67,500 60 mil HDPE Textured 533,681 Roxana Landfill Roxana, IL Dec-19 Geotextile 550,620 60 mil HDPE Textured 91,985 Crater Resources Capping King of Prussia, PA Nov-19 Geocomposite 91,985 Geotextile 91,985 Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152 Juventino Lugo Geomembrane Experience Resume - 2018 TECHNICIAN on the following job sites: IMMI Material Quantity Project Location Date 60 mil HDPE Textured 150,598 Nottoway County LF Cell 5 Blackstone, VA May-19 Geotextile 150,598 GCL 149,448 Rain Cover 161,486 60 mil HDPE 257,600 Goff Mountain Closure Charleston, WV Aug-19 Closure Turf 371,250 Phase 2A GCL 244,941 30 mil PVC 1,135,485 John Amos Cell Sequence 4 Winfield, WV Oct-19 Geocomposite 1,338,366 Geotextile 851,724 Geotextile 63,005 Savannah River Mill Rincon, GA Oct-19 60 mil HDPE Textured 322,000 Habersham Co LF Cell Mt Airy, GA Nov-19 GCL 316,200 Geocomposite 341,620 Geotextile 31,500j 60 mil HDPE Textured 1,243,840 Antero Clearwater Landfill Stage II Pennsbor, WV Dec-19 GCL 599,850 Geotextile 600,300 Geocomposite 601,425 Rain Cover 1,231,200 Hallaton, Inc.--1206 Sparks Rd. --Sparks, MD 21152 Oscar Olvera Geomembrane Experience Resume - 2019 TECHNICIAN on the following job sites: IMMI Material Quantity Project Location Date 45 mil RPP 75,000 Plant Bowen Tank Lining Euharlee, GA Jun-19 Geotextile 75,000 30 mil PVC 1,135,485 John Amos Cell Sequence 4 Winfield, WV Oct-19 Geocomposite 1,338,366 Geotextile 851,724 Geotextile 63,005 Savannah River Mill Rincon, GA Oct-19 60 mil HDPE Textured 322,000 Habersham Co LF Cell Mt Airy, GA Nov-19 GCL 316,200 Geocomposite 341,620 Geotextile 31,500j 60 mil HDPE Smooth 5,206,604 Greensville County Reservoir Jarratt, VA Nov-19 60 mil HDPE Textured 1,011,528 Geocomposite 168,750 Geotextile 6,019,200 60 mil HDPE Textured 1,243,840 Antero Clearwater Landfill Stage II Pennsbor, WV Dec-19 GCL 599,850 Geotextile 600,300 Geocomposite 601,425 Rain Cover 1,231,200 Hallaton, Inc.-1206 Sparks Rd. —Sparks, MD 21152 Daniel Sanjuan Geomembrane Experience Resume - 2019 TECHNICIAN on the following job sites: IMMI Material Quantity Project Location Date 60 mil HDPE Textured 150,598 Nottoway County LF Cell 5 Blackstone, VA May-19 Geotextile 150,598 GCL 149,448 Rain Cover 161,486 60 mil HDPE 257,600 Goff Mountain Closure Charleston, WV Aug-19 Closure Turf 371,250 Phase 2A GCL 244,941 30 mil PVC 1,135,485 John Amos Cell Sequence 4 Winfield, WV Oct-19 Geocomposite 1,338,366 Geotextile 851,724 Geotextile 63,005 Savannah River Mill Rincon, GA Oct-19 60 mil HDPE Textured 322,000 Habersham Co LF Cell Mt Airy, GA Nov-19 GCL 316,200 Geocomposite 341,620 Geotextile 31,500j 60 mil HDPE Textured 1,243,840 Antero Clearwater Landfill Stage II Pennsbor, WV Dec-19 GCL 599,850 Geotextile 600,300 Geocomposite 601,425 Rain Cover 1,231,200 Hallaton, Inc.--1206 Sparks Rd. --Sparks, MD 21152 Eliseo Martnez Geomembrane Experience Resume - 2019 TECHNICIAN on the following job sites: IMMI Material Quantity Project Location Date 60 mil HDPE Textured 501,386 Keystone Sanitary Landfill Dunmore, PA Jul-19 Geocomposite 224,273 Geotextile 353,089 GCL 229,113 30 mil HDPE Textured 304,920 Keystone Temporary Cap Dunmore, PA Hegins, PA Aug-19 60 mil HDPE Textured 829,670 Commonwealth Cell Sep-19 Geocomposite 414,835 GCL 414,835 Geotextile 829,670 40 mil HDPE Textured 153,180 Keystone Tabor Cap Dunmore, PA Nov-19 Geocomposite 153,180 Tie In Welding 8,600 Hallaton, Inc.--1206 Sparks Rd. --Sparks, MD 21152 Tensiometer Model: Device Calibrated; Range. Model No: Serial No: A/D Module Model No: A/D Module Serial No: Channel No: Indicator reading with no load: r� pjieo rorce ins. 2 52 102 152 202 252 302 OEM ECH Services Inc. 0 CALIBRATION CERTIFICATE Pro -Tester (T-0100/A or T 0100SE/A] S-Type load cell 0 - 750 lbs. Tension M2405-750i1 40710 T 029 1418040710 NIA I offs-5.57477$ 2 52 102 152 202 252 302 H r--15 4 Calibration Apparatus: Pro -Cal unit, model TC-0100/A Dead Weight: W1 2 W2 152 W3 302 Scale.F 3.322827 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Error: Total Deviation Error 0.00% Temperature at time of calibration: 73 degrees F Exitation Voltage: 1 5 ) V DC This calibration conforms to the standards set by ASTM E4 and is traceable to NIST standards Reference Cell: R1 2 R2 152 R3 302 Note: A/D Module and load cell above have been systems calibrated and are considered a matched pair. In general, calibrated A/D Modules and load cells are not interchangeable. Calibration Technician: Brarldon Dusle Date: 01/22/20 Signature: Tensiometer Model: Device Calibrated: Range: Model No: Serial No: AID Module Model No: AID Module Serial No: Channel No: Indicator reading with no load. P�RPI[ecl Force lbs. 2 52 102 152 202 252 302 OEM Services Inc. ECH CALIBRATION CERTIFICATE Pro -Tester [T-0100/A or T 0100SE/Aj f ut T ^ 1 5- S-Type load cell 0 - 750 lbs. Tension M2405-75W 40718 T-029 1418040718 NIA 2 52 102 152 202 252 302 Calibration Apparatus: Pro -Cal unit, model TC-0100/A Dead Weight: W1 2 W2 152 W3 302 Scale: 3.3292'12 Deviation Error: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Deviation Error (%): 0.00% Temperature at time of calibration: 73 degrees F Exitation Voltage: 1 5 1 V DC This calibration conforms to the standards set by ASTM E4 and is traceable to NISI standards Reference Cell: R1 2 R2 152 R3 302 Note; AID Module and load cell above have been systems calibrated and are considered a matched pair. In general, calibrated A/D Modules and load cells are not interchangeable. Calibration Technician: Brandon Ousley Date. 011=0 Signature: Tensiometer Model: Device Calibrated: Range: Model No: Serial No: AID Module Model No AID Module Serial No: Channel No: Indicator reading with no load: Force lbs. 2 52 102 152 zo-.� 2s—� 302 Services Inc.OEM ECH l O CALIBRATION CERTIFICATE Pro -Tester fT-01001A or T-0100SE/A] S-Type load cell Calibration Apparatus: 0 - 750 Ibs, Tension M2405-750# Pro -Cal unit, model TC-01001A 80015 T-029 4111010015 NIA Offse-4.575946 men 2 52 102 152 202 252 302 Dead Weight: W1 2 W2 152 W3 302 Scale-.1 3.323468 Deviation Error: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Reference Cell: R1 2 R2 152 R3 302 Total Deviation Error (%); 0.00% Temperature at time of calibration: 73 degrees F Exitation Voltage: E= V DC This calibration conforms to the standards set by ASTM E4 and is traceable to NISI standards Note: A/l] Module and load cell above have been systems calibrated and are considered a matched pair. In general, calibrated AID Modules and load cells are not interchangeable. Calibration Technician: Bra n Ouslay Date: 04/06/20 Signature: Tensiometer Model: Device Calibrated: Range: Model No: Serial No: AID Module Model No: AID Module Serial No: Channel No: Indicator reading with no load: Applied Farce lbs. 2 52 102 152 202 252 302 Services Inc. OEM ECH(E) alb CALIBRATION CERTIFICATE Pro -Tester ET-01001A or T-0100SE/A) S-Type load cell Calibration Apparatus: 0 - 750 lbs. Tension M2405-750# Pro -Cal unit, model TC-01001A 94399 T-029 4119094399 NIA 0 offs-3.489923 Leli 2 52 102 152 202 252 302 Dead Weight: W1 2 W2 152 W3 302 Scalel 3.324425 Deviation Error: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Deviation Error (%): Temperature at time of calibration: 73 degrees F Exitation Voltage: 1 5 1 V DC This calibration conforms to the standards set by ASTM E4 and is traceable to NIST standards Note: AID Module and load cell above have been systems calibrated and are considered a matched pair. In general, calibrated All? Modules and l0ad cells are not interchangeable. Reference Cell: R1 2 R2 152 R3 302 Calibration Technician: =z4z- Date, 04/06/20 Signature: APPENDIX B SOILS LABORATORY TESTING RESULTS Section 1 Structural Fill Oasis Consulting Services MOISTURE -DENSITY RELATIONSHIP QASIS 45 Woodstock Street Roswell, Georgia 30075 Telephone: 678-739-2400 CLIENT Anson PROJECT NAME Anson LF Phase 3 PROJECT NUMBER 204558 PROJECT LOCATION Cell 2 130 125 120 115 110 U a w 105 0 100 95 90 85 Source of Material P-1 0.0 Description of Material SF-01 Tan silty SAND (SM) Test Method ASTM D698 Method A Lab Technician AB Date Sampled 3/13/2020 h Date Tested 3/17/2020 TEST RESULTS Maximum Dry Density 111.7 PCF Optimum Water Content 15.7 % ATTERBERG LIMITS LL PL PI Curves of 100% Saturation for Specific Gravity Equal to: 2.80 2.70 2.60 1 1 N\N 80 75 0 5 10 15 20 25 30 35 40 45 WATER CONTENT, % OASIS CONSULTING SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location SF-01 Test Date: 3/19/2020 Type of Test: Atterberg Limits USCS Classification; ML-CL Sample Description: Gray sandy silty CLAY (CL-ML) Boring N/A Depth' N/A H X w G Z H U H a a 60 X 2C 10 7 4 0 'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 34 Plastic Limit 24 Plasticity Index 10 NMC 7.50% For classification of fine- rained soils an ine-grained fraction of coarse -grained soils / �t� P Equat ion of "AN - l i ne `�� Horizontal at PI=4 to LL=25.5, ,��,/ then PI-0.73 (LL-20) Equation of "U"- line Vertical at LL=16 to PI=7 then PI= 0.9 (LL-8) /• �` MH OR OH I ML0R OL 0 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 client Waste Connections of Carolinas (Project Name Anson County Landfill Phase 3 Cell 2 (Project Number 204558 (Date 3/16/2020 Technician SL/KN Sample # SF-01 Classification jGray sandy silty CLAY (CL-ML) Sieve Analysis Sieve Diameter Passing # mm 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/8 9.5 100.0 #4 4.75 99.9 #10 2 99.1 #20 0.85 95.9 #40 0.425 90.3 #60 0.25 84.7 #100 0.15 77.6 #200 1 0.075 1 69.6 Natural Moisture Content W 8.5 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 960 Test Method A B 1!7 x Initial Dry Mass (g) 29E 15 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 1000 100 10 1 0.1 0-01 0.001 100 90 -- 80 — 70 — 60 as LL 50 3E 40 i 30 20 10 0 Jun-19 Checked By: D8 fAS] CLIENT PROJECT `av-K` Anson S -° Oasis 45 Roswell, Telephone: Wo Consulting odstock Georgia 678-739-2400 Services Street 30075 MOISTURE -DENSITY RELATIONSHIP PROJECT NAME Anson LF Phase 3 PROJECT LOCATION Cell 2 Source of Material P-2 0.0 Description of Material SF-02 Tan sandy SILT (ML) Test Method ASTM D698 Method A Lab Technician AB Date Sampled 3/13/2020 Date Tested 3/17/2020 TEST RESULTS Maximum Dry Density 107.7 PCF Optimum Water Content 16.8 % ATTERBERG LIMITS LL PL PI Curves of 100% Saturation for Specific Gravity Equal to: 2.80 2.70 2.60 NUMBER 204558 135 130 125 120 115 110 U d } w 105 0 100 95 90 i i 85NI I i 80 75 0 5 10 15 20 25 30 35 40 45 WATER CONTENT, % OASIS CONSULTING SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location SF-02 Test Date: 3/19/2020 Type of Test. Atterberg Limits USCS Classification: SC Sample Description: Graytan brown Clayey SAND (SC) Boring N/A Depth' N/A 60 H 50 X G 40 z r ~ 30 U_ F- U) Q 2C J a iC 7 4 00 *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 30 Plastic Limit 17 Plasticity Index 13 NMC 4.40% For classification of fine-grained soils and fine-grained roct ion a coarse -grained / / soils. Equat ion of Al - I i ne Horizontal at PI=4 to LL=25.5, then PI-0.73 (LL-20) Equation of "U"- I ine Vertical at LL=16 to PI=7 G� then PI = 0.9 (LL-6) 01\' Je400001 MH olq OH I ,40000r / ---- MLoROL ,� —M_ I 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas Project Name Anson County Landfill Phase 3 Cell 2 Project Number 204558 Date 3/16J2020 Technician SL/KN .Sample # SF-02 Classification lGray tan brown clayey SAND SC Sieve Analysis Sieve Diameter Passing # mm 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/8 9.5 100.0 #4 4.75 100.0 #10 2 91.9 #20 0.85 79.0 #40 0.425 65.3 #60 0.25 56.8 #100 0.15 48.5 #200 1 0.075 1 40.8 Natural Moisture Content N 12.7 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 960 Test Method A B x Initial Dry Mass (g) 289.58 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 1000 100 10 1 0.1 0.01 0.001 100 90 80 70 60 w 50 40 30 20 10 0 Jun-19 Checked By: DB Section 2 Clay Liner Borrow OASIS CONSULTING SERVICES REPORT OF ATTERSERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Landfill Phase 3 Cell 2 Project Number: 204558 Location CB-01 Test Date: 4/1/2020 Type of Test: Atterberg Limits USCS Classification: ML-CL Sample Description: Reddish brown silty CLAY (ML-CL) Boring N/A Depth' N/A "USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results Liquid Limit 48 Plastic Limit 27 Plasticity Index 21 60 H 50 a X W 0 4c Z F' 30 U_ F 0 a 2c J a k0 7 4 00 10 1620 30 40 50 60 70 LIQUID LIMIT (LL) NMC 12.4% For classification of fine-grained soils 101 and f ine-grained f ract ion of coarse -grained / 5a115 Equation of "AN -line Horizontal at PI-4 toLL=25.5, then PI-0.73 (LL-20) Equation of"U°-line Vertical at LL=16 toPI=7 G`- then PI=0.9(LL-8) '0000e MH 03 OH /� --- MLOROL �M I OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client 'Waste Connections of Carolinas (Project Name Anson Countv Ladfill Phase 3 Cell 2 (Project Number 204558 !Date 3/31/2020 Technician SL/SA Sample # CB-01 Classification Reddish brown silty CLAY (Mi.-CL) Sieve Analysis Sieve Diameter Passing # mm % 2 50.9 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/8 9.5 100.0 #4 4.75 99.9 #10 2 87.0 #20 0.85 80.2 #40 0.425 76.4 #60 0.25 74.0 #100 0.15 71.6 #200 0.075 69.2 Natural Moisture Content N 12.4 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial Dry Mass (g) 480.43 El Jun-19 Checked By: 05 Oasis Consulting Services OASIS 45 Woodstock Street Roswell, Georgia 30075 Telephone: (678) 739-2400 CLIENT Anson PROJECT NUMBER 204558 MOISTURE -DENSITY RELATIONSHIP PROJECT NAME Anson LF Phase 3 PROJECT LOCATION Cell 2 Nig Source of Material P-4 .. ASTM ... Milk L' .. 0 Date Tested , ■■■■■■■■■■,■alk ■■■w.■■■■■■ a■► ■■■■■■■■■��►�� ■ ■■■■�■�■■■■► MESON ■■■■■■■■■■■■►�■■tIMMOMOMMORROMMONk 120 11 110 U a Cn w 105 `a ❑ i 100 95 3 0 90 N O m P 85 0 U m 5 7 80 TEST RESULTS Maximum Dry Density 95.6 PCF Optimum Water Content 25.2 % ATTERBERG LIMITS LL PL PI Curves of 100% Saturation for Specific Gravity Equal to: 2.80 2.70 2.60 CONTENT,WATER 4 OASIS CONSULTING SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Landfill Phase 3 Cell 2 Project Number: 204558 Location CB-02 Test Date: 4/1/2020 Type of Test: Atterberg Limits USCS Classification: ML 'Sample Description: Reddish Yellow sand SILT (ML) Boring N/A Depth' N/A 60 H 50 a X w 0 4C Z } ~ 3C U_ H N Q 2C J a 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. ** Sliding in the cup Liquid Limit N/A Plastic Limit N/A Plasticity Index NP NMC 20.S% For classification of fine- roined soils o, ond f ine-graine d froc tion of coarse-groined / Lolls / Equation of "As - line Horizontal at PI-4 to LL=25.5, PP then PI-0.73 (LL-20) Equation of"U-line I` Vertical at LL=16 to PI=7 / G� then PI= 0.9 (LL-9)O000r MH OH f/ Gv -- lorMLOROL _M_ I PiW�P�1J Ice OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas Project Name Anson County Ladfill Phase 3 Cell 2 Project Number 204558 (Date 3/30/2020 Technician ISUSA Sample # CB-02 Classification Reddish yellow sandy SILT (ML) 1000 100 90 80 70 60 m 4 50 ae 40 30 20 10 0 Sieve Analysis Sieve Diameter Passing # mm 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/8 9.5 100.0 #4 4.75 99.7 #10 2 95.2 #20 0.85 92.0 #40 0.425 90.2 #60 0.25 89.1 #100 0.15 89.0 #200 0.075 86.7 Natural Moisture Content N 20.5 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial Dry Mass (g) 458.51 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 100 10 1 0.1 0.01 0.001 Jun-19 Checked By: E� OASIS I CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas Project Name Anson County Ladfill Phase 3 Cell 2 Project Number 204558 Date 3/30/2020 Technician SL/SA i Sample # CB-03 Classification I Red silty CLAY [CH-MH) Sieve Analysis Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/8 9.5 100.0 #4 4.75 100.0 #10 2 98.4 #20 0.85 96.2 #40 0.425 95.4 #60 0.25 94.6 #100 0.15 93.4 #200 0.075 93.2 Natural Moisture Content K 13.8 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial Dry Mass (g) 480.13 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 1000 100 10 1 0.1 0.01 100 90 80 70 60�- I 50 ae 40 30 — - - 20 - - I 10 -- 0 - Jun-19 Checked By: D25 0.001 OASIS CONSULTING SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: .Anson County Landfill Phase 3 Cell 2 Project Number: 204558 Location CB-03 Test Date: 4/1/2020 'Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red silty CLAY (CH-MH) Boring N/A Depth' N/A 60 H 50 �a X w c 4C z r t 3C V H a7 Q 2( J a 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) °USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results, Liquid Limit 68 Plastic Limit 31 Plasticity Index 37 NMC 13.8% / For classification of fine- rained soils and f ine-Froined f roct ion of coarse -grained � S01(S Equation of "A�-line Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) ` P Equation of "U"- I ine Vertical at LL=16 to PI=7 / G then PI = 0.9 (LL-8) oii OH 0000OFMH / -- MLOR OL _ c �M I w Section 3 Clay Liner During Construction ■ -. • ■. ... - - - �• •�� • � � • -. -. " ' • • ' ' ' ` � ' ' ■s •, .�7�� ■■1■■■■1�11, ■■�■■■■��■�r► ■i■i■■■■i�iii► i■■■■■ii■■iiii ■■■■■■■■■■■■■►��1■► ■■■■■■■■■■■■■■■■■■■■a►��. 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PROJECT NAME Anson LF Phase 3 PROJECT NUMBER 204558 PROJECT LOCATION Cell 2 135 130 125 120 115 110 U d ' z W 105 �o 100 s 95 i 90 s i J Source of Material CC-03 0.0 Description of Material (CL) Red brown silty CLAY; Lab No. 4463 Test Method ASTM D698 Method A Lab Technician DW Date Sampled 5/4/2020 Date Tested 5/8/2020 TEST RESULTS Maximum Dry Density 93.4 PCF Optimum Water Content 26.2 % ATTERBERG LIMITS LL PL PI Curves of 100% Saturation for Specific Gravity Equal to: - 2.80 2.70 all- 2.60 85 S 80 75 _F+1 lilt 0 5 10 15 20 25 30 35 40 45 WATER CONTENT, % OASIS CLIENT PROJECT Waste Oasis 45 Roswell, Telephone: Connections Woodstock Consulting Georgia 678-739-2400 Services Street 30075 MOISTURE -DENSITY RELATIONSHIP PROJECT NAME Anson LF Phase 3 _ PROJECT LOCATION Cell 2 Source of Material CC-04 0.0 Description of Material Red brown silty CLAY, Lab# 4661 Test Method ASTM D698 Method A Lab Technician DW Date Sampled 5/1/2020 Date Tested 5/5/2020 TEST RESULTS Maximum Dry Density 96.5 PCF Optimum Water Content 24.3 % ATTERBERG LIMITS 41 _LL PL PI Curves of 100% Saturation for Specific Gravity Equal to: 2.80 f ' 2.70 2.60 NUMBER 204558 135 130 125 120 115 110 U d Cn w 105 0 o 100NIN 95 90 i t 85 80 ? 75 0 5 10 15 20 25 30 35 40 45 WATER CONTENT, % ' '■■■■■■■■■■■■■N■�► ■■■■■■■a ki ... . - - . .... . - .. ...: .. . .. -, - - - • ' ' ■■■■■■■■►\�l■, ■■i■■■■■VE ■■■■■■■■REW ■■iM■■■■■AN►■► ■■■■■■■■Mw■m► ■■■M■■■■■■RU M■■■■■■■■■UKil ■■■■■■■■■■KMR ■■■■■■■■■■■►gym ■■■■■■■■■■■WMMOMMEMEAMMERRI ■�► iiiiiii■i■iiii►li ■■M■■■■■■■■O■►l��i► M■■■■■■■■■■■■■�►�� ■■■■■■■ii■■■■■►►■�► M■■■■■■i■■M■■■■RM ■■■■■■■■■■■■■■■►►■■► ■■■■■■■■■M■■■■■MRR OASIS CLIENT PROJECT ;rr..cn Waste n Oasis45 Roswell, Telephone: Connections ConsultingWoodstock Georgia 678-739-2400 ServicesStreet 30075 MOISTURE -DENSITY RELATIONSHIP PROJECT NAME Anson LF Phase 3 PROJECT LOCATION Cell 2 Source of Material P-6 0.0 Description of Material Red Yellow; Lab #4683 Test Method ASTM D698 Method A Lab Technician DW Date Sampled 7/5/2020 Date Tested 7/6/2020 TEST RESULTS Maximum Dry Density 88.7 PCF Optimum Water Content 29.2 % ATTERBERG LIMITS LL PL PI Curves of 100% Saturation for Specific Gravity Equal to: 2.80 2.70 2.60 NUMBER 204558 135 130 125 120 115 110 U d } w 105 } 0 100 95 i 90 i 85 80 i 75 — — 0 5 10 15 20 25 30 35 40 45 WATER CONTENT, % Ll .. M W �■■■■u■IRIN ' . 'OEM ■■■■■■■■■■■W■■► ■■■■■■■■■■■■SI ■■M■M■■■M■■■►►aM► MEMO■■■■■■■E■AINIM ■■■■E■■■■■■■■N■►�► ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■E■■■■■■■■■■■■■■►■\► ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Ei\■\. - . . - - - • • ' ' ' - ' ' oil ■■■■■■■■ill■ �ii iiiiiiii� ■■■■■■■■■■■■►��■ ■■■■■■■■■■■■■■■■■■■■■■ice►�■ .■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� .. • : - .. .. - . -. ■■■■■■■■Ill■, ■■■■■■■■■■►►ate► ■■■■■■■■■■■ill►■, ■■■■■■■■■■■■mil►� ■■■■■■■■■■■■■■■■■■■■11■■■■■■■■►ice►. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■�� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� 1 1 1 1 1 OASIS qVCONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing (ASTM D-1140-17) DATE: 5/12/20 LAB NO.: 4663 CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2 Project No. 204558 Technician: SA/RR NATURAL PERCENT SAMPLE 1D. MOISTURE PASSING CONTENT #200SIEVE CC-01 23.3 57.3 CC-02 26.6 66.7 CC-03 28.4 70.3 Respectfully Submitted, OASIS CONSULTING SERVICES DARREN J. BRAY, P.E. Laboratory Manager, Rev 10-11-19 OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing (ASTM D-1140-17) DATE: 5/18/20 LAB NO.: 4661 CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2 Project No. 204558 Technician: SA/RR NATURAL PERCENT SAMPLE 1D. MOISTURE PASSING CONTENT # 200 SIEVE CC-04 29.2 70.3 CC-05 29.0 71.6 Respectfully Submitted, OASIS CONSULTING SERVICES Dai,Le*, 11Za7 DARREN J. BRAY, P.E. Laboratory Manager, Rev10-11-19 OASIS 4 CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing (ASTM D-1140-17) DATE: 7/30/20 LAB NO.: 4682 CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2 Project No. 204558 Technician: SA/RR PERCENT SAMPLE 1D. PASSING # 200 SIEVE CC-06 82.7 CC-07 81.7 Respectfully Submitted, OASIS CONSULTING SERVICES DARREN J. BRAY, P.E. Laboratory Manager, Rev 10-11-19 - OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing (ASTM D-1140-17) DATE: 7/25/20 LAB NO.: 4682 CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2 Project No. 204558 Technician: SA/DW NATURAL PERCENT SAMPLE ID. MOSTURE PASSING CONTENT # 200 SIEVE CC-08 32.2 99.4 Respectfully Submitted, OASIS CONSULTING SERVICES 9a't't'C*V '3207 DARREN J. BRAY, P.E. Laboratory Manager, Rev 10-11-19 OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing (ASTM D-1140-17) DATE: 7/30/20 LAB NO.: 4688 CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2 Project No. 204558 Technician: SA/RR PERCENT SAMPLE ID. PASSING # 200 SIEVE CC-09 81.3 Respectfully Submitted, OASIS CONSULTING SERVICES 3 1-1117 DARREN J. BRAY, P.E. Laboratory Manager, Rev 10-11-19 S s Is CONSULriw,� SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location CC-01 Test Date: 5/18/2020 Type of Test: Atterberg Limits USCS Classification: ML Sample Description: Red orange sandy SILT (ML) Boring N/A Depth' N/A LIM; H 50 a X w 0 4C z } ~ 3C U W a 2C J a 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 36 Plastic Limit 27 Plasticity Index 9 For classification of fine-grained soils on ine-grained fraction of coarse -grained ' soils Equation of �A' - line `�� Horizontal at PI-4 to LL=25.5, ,��,� then PI-0.73 (LL-20) �`�� ••p�' Equation of "u"-line Vertical at LL=16 to PI=7 �c�` G then PI=0.9(LL-8) i/000rMH oR QH 70 M OR OL IJU Idu iuu LOASIS CONSUL11W.13 SEKIVICtS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location CC-02 Test Date: 5/18/2020 Type of Test: Atterberg Limits USCS Classification: MH-CH Sample Description: Red brown clayey SILT (MH-CH) Boring N/A Depth' N/A 50 151 3C %_i I 7 4 *LISCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 53 Plastic Limit 29 Plasticity Index 24 For classification of fine-grained soils and ine-groined f Fact ton of coarse-gralne soils Z/ •p Equation of 'IAM - line Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) Equation of "U"-line Vertical at LL=16 to PI=7 G� then PI=0.9(LL-6),0 \0, / C�O/ M H QlR OH L I MLOROL 00 10 16 20 30 40 5U bu ru LIQUID LIMIT (LL) tsv vu [Lem ILI OASIS C:0NSUL1lW-S SEp.,ICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location CC-03 Test Date: 5/18/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red brown silty CLAY (CH-MH) Boring N/A Depth' N/A Alf H 50 a X 0 40 Z 'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 58 Plastic Limit 27 Plasticity Index 31 For classification of fine-grained soils For classification of fine-grained soils and f Ine-grained ract ion o coarse- raine / / soils. Equation of "AN - line ��� Horizontal at PI-4 to LL=25.5, J%/ •• ��t��` then PI-0.73 (LL-20) , ` ••P Equation of "C-line Vertical atLL=l6toPI=7 G� then PI = 0.9 (LL-8) 100 IMH^CIR OH G ,0/,/ 111_ R OL -�- �_./ I 00 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (ILL) REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location CC-0Y V, Test Date: 5/18/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH 'Sample Description Red brown silty CLAY (CH-MH) Boring N/A Depth' N/A 'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 59 Plastic Limit 29 Plasticity Index 30 A4 H 50 a x G 40 z t U_ 1` vti Q J a W 2C 10 7 4 00 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (ILL) For classification of fine- rained soils and fine-grained tractjon a coarse -grained Solis t�N Equat ion of "Am - l i ne `�/00 Horizontal at PI-4 to LL=25.5, ,y� then PI-0.73 (LL-20) Equation of "C-line Vertical at LL=16 toPI-7 G� then PI = 0.9 (LL-6) iJ� IMH OR OH G OAS IS CC)NSUL1lW; 5FK:'ICLS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location CC-0,F Test Date: 5/18/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red brown silty CLAY (CH-MH) Boring N/A Depth' N/A A H 50 ,a X 0 40 z } ~ 30 U_ H Q 2C J a 10 7 4 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) •USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 58 Plastic Limit 28 Plasticity Index 30 For classification of fine-grained soils Of and f Ine-grained fraction of coarse -grained /-100 soils Equat ion of Am -line Horizontal at PI=4 to LL=25.5, then PI-0.73 (LL-20) Equation of "U°-line Vertical at LL=16 to PI=� G� then PI=0.9(LL-6) r� MH OR OH -- MLOR OL C -- I t7V 7U IVV m G AS IS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location CC-6 Test Date: 7/25/2020 Type of Test: Atterberg Limits USCS Classification: MH-CH Sample Description: Red Orange clayey SILT (MH-CH Boring N/A Depth' N/A .li H 50 x C 40 z a 0 *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 51 Plastic Limit 29 Plasticity Index 22 For classification of fine- rained soils and ine-grained f roct ion of coarse-grolned / soils Equation of "A" -line Horizontal at PI=4 to LL=25.5, then PI-0.73 (LL-20) Equation of "U"-line Vertical at LL=16 toPI=7 G� then PI = 0.9 (LL-6) MH o'R OH / Gv 10r ML°R OL 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (ILL) G AS IS CONSULllWC SEK:`ICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location CC-7 Test Date: 7/25/2020 Type of Test: Atterberg Limits USCS Classification: CH Sample Description: Red Orange silty CLAY (CH) Boring N/A Fepth' N/A Ao H 50 a x G 40 z a- ~ 30 U F- a 2C J a Ia 7 4 Q0 *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 71 Plastic Limit 33 Plasticity Index 38 For classification of fine- r¢ined soils an fine-grained froc tiona coarse-graine / soils 100 Equation of "AN - line `�//Jor Horizontal at PI-4 to LL=25.5, f� art0000 then PI-0-73 (LL-20) Equation of"U°-line Vertical at LL=16toPI=7 / G� then PI = 0.9 (LL-6)100 H MH_OR /o/ 00IL, L0 OL _ -- -- I 10 16 20 30 40 50 60 70 80 90 10D 110 LIQUID LIMIT (LL) OASIS CONSULTING SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location CC-08 Test Date: 8/2/2020 'Type of Test: Atterberg Limits, Lab # 4683 USCS Classification: ML Sample Description: Reddish yellow silt (ML) Boring N/A Depth' N/A A H 50 In. X 0 4c z } ~ 30 U Q 2C J a IC 7 4 *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 34 Plastic Limit 32 Plasticity Index 2 For classification of fine- rained soils andfine-grained fract ion of coarse -grained soils -100 Equat ion of "A" - I i ne \�a000000, Horizontal at PI-4 to LL=25.5, Jj� `C, �� then PI-0.73 (LL-20) ` 4 Equation of "u"-line Vertical at LL=16 to PI=7 G� then PI = O.9 (LL-8) �T ML°R I OL 0Q 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) OASIS CONSULTING SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location CC-09 Test Date: 7/30/2020 Type of Test: Atterberg Limits, Lab # 4688 USCS Classification: MH-CH Sample Description: Reddish brown clayey SILT (MH-CH) with rock fragments Boring N/A Depth' N/A 60 H 50 a X C 40 Z a- ~ 30 V_ H Q 2C J (L 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 51 Plastic Limit 30 Plasticity Index 21 For classification of fine-grained soils 1001� and fine-grained fraction of coarse -gam '0010/ soils .00 � Equation of "Am -line a Horizontal at PI=4 to LL=25.5, `C, then PI-0.73 U-20) •'� �p�' Equation of "U°-line Vertical at LL=16 to PI=7 G� then PI = 0.9 (LL-8) I1\01 1000 �. MHcliOH i - MLOR OL c�._M ov 7V IVV ®* Project Name: Project Number: Client Name: Site Sample ID: Lab Sample Number: Material Description: Remold Target Values: Date Test Started: Excel Geotechnical Testing, Inc. "Excellence in Testing" T963 Forrest Street, Roswell, Georgia 30075 Tel: (770) 910 7537 Fax: (770) 010 7538 FLEXIBLE WALL PERMEABILITY TEST (t' ASTM D 5084 R Anson County Landfill Phase 3 Cell2 985 Oasis Conculting Services TPO 1-CB01 20DO05 Iced brown clayey silt 95%ofMDUW and OMC+3 4/05/2020 Remolded Specimen Remolded Specimen Initial Conditions Test Conditions Hydraulic Specimen Final Conditions Specimen Spec. Spec. Dry Unit Moisture Cell Back Consolid. Permeant Average Conductivity Length Diametet Weight Content Press. Press. Press. Liquid t9l Gradient (-) (cm) (cm) (pcf) (%) I (psi) (psi) (psi) (-) (-) I (cads) Notes 2 & 3 6.35 7.22 91.0 27.3 80.0 70.0 10.0 DTW 10 2.0E-6 1 6.43 1 7.26 88.9 31.3 Remolded Values Based On Maximum Dry Unit Weight ( MDUW, pcf): 95.9 1 Standard Proctor - ASTM D 698 (Note 5) Optimum Moisture Content ( OMC, % ): 24.2 Notes: I. Method C, "Falling -Head, Increasing-Tailweler" test procedures were followed during the testing, 2. All particles larger than 318 inch, if any, were discarded when forming the remolded specimen 3 Remolded specimen was formed in a split mold by tamping the soil in 0,5 in thick layers 4. Type of penneant liquid: DTW = Desired Tap Water, DDI = Deaired Deionized Water 5. Proctor compaction values were provided by Oasis Construction Services Dniiaiorw 1-abarnwry temperature at 22*3 "C. Project Name: Project Number: Client Name: Site Sample ID: Lab Sample Number: Material Description: Remold Target Values: Date Test Started: Excel Geotechnical Testing, Inc. "Excellence In Testing" 953 Forrest Street, Roswell, Georgia 30075 Tel: (770) 910 7537 Fax: (770) 910 7530 FLEXIBLE WALL PERMEABILITY TEST ASTM D 5084 W Anson County Landfill Phase 3 Cel12 I 985 Oasis Conculting Services I TP02-CB02 1 20DO06 Orange brown clayey silt '95%ofMDUW and OMC+3 4/05/2020 Remolded Specimen Remolded Specimen Initial Conditions Test Conditions Hydraulic Specimen Final Conditions Specimen .Dry Unit Moisture Cell Back Consolid. Permeant Average Conductivity T lC, Weight Content Press. Press. Press. Liquid (4)Gradient ) (Pcf) M (Psi) (Psi) (Psi) (-) (-) (cm/s) Notes 2 & 3 6.35 7.22 90.8 28.3 80.0 70.0 10.0 1 DTW I i 1.91;-6 6.42 7.30 88.0 31.8 Remolded Values Based On Maximum Dry Unit Weight (MDUW, cf ): 95.6 Standard Proctor - ASTM D 698 (Note 5) Optimum Moisture Content (OMC, % ): 25.2 ]Votes: l Method C, "Falling -Head, Increasing-Taiiwater" test procedures were followed during the testing 2 All particles larger than 310 inch, if any, were discarded when forming the remolded specimen 3. Remolded specimen was formed in a split mold by tamping the soil in 0.5 in thick layers. 4. Type of permeant liquid: DTW = Deaired Tap Water, DDl - Deaired Deionized Water 5. Proctor compaction values were provided by Oasis Construction Services t:J Deviations: Laboratory temperature at 2211 'C Project Name: Project Number: Client Name: Site Sample ID: Lab Sample Number: Material Description: Remold Target Values: Date Test Started: Excel Geotechnical Testing, Inc. "Excellence in Testing" 953 Forrest Street, Roswell, Georgia 30075 Tel: (770) 910 7537 Fax: (770) 910 7538 FLEXIBLE WALL PERMEABILITY TEST It) ASTM D 5084 Anson County Landfill Phase 3 Cel12 985 Oasis Conculting Services TP03-CB03 20DO07 Red brown silty clay 95% of MDU W and OMC + 3 -4/05/2020 Remolded Specimen Remolded Specimen Initial Conditions Test Conditions Hydraulic Specimen Final Conditions Specimen Spec. Spec. Dry Unit Moisture Cell Back Consolid. Permeant Average Conductivity Length Diamete Weight Content Press. Press. Press. Liquid t°l Gradient ( ) (cm) (cm) (pcf) (a/o) (psi) CPsi) (psi) (-) (-) J (cm/s) Notes 2 & 3 6.35 7.22 89.5 29.2 80.0 70.0 10.0 DTW 13 1.7E-7 6.36 7.25 88.7 1 29.4 Remolded Values Based On Maximum Dry Unit Weight (MDUW, pcf ): 94.3 Standard Proctor ASTM D 698 (Note 5) Optimum Moisture Content ( OMC, % ): 26.0 Notes: I Method C, "Falling -Head, Increasing-Tailwater" test procedures were followed during the testing. 2 All particles larger than 318 inch, if any, were discarded when forming the remolded specimen 3. Remolded specimen was formed in a split mold by tamping the soil in 0.5 in thick layers 4 Type of permeant liquid: DTW — Desired Tap Water, DDI = Desired Deionized Water 5. Proctor compaction values were provided by Oasis Construction Services � geviations: Laboratory uunperature at 22+3 -C OASIS � ., CONSULTING --•� SERVICES V, y 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) DATE: 4/27/20 LAB NO.: 4656 CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2 Job No.: 204558 Received from: Jobsite Type Test: Flex wall permeameter, falling -head rising-tailwater Type Saturation: Vacuum and back pressure to achieve 100 t 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPLE ID. NATURAL MOISTURE CONTENT I MRAULIC CONDUCTIVITY % K (ctn/s) ST-1 24.7 1.28 X 10-6 ----[7ST-2 27.4 8.69 X 10 Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CONS LTI SERVICES DAPJWN J. BRAY, P.E. ry Manager, Technical Director Rev 10-11-19 OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) DATE: 5/01 /2020 JOB NO.: 204558 PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas Received from: Jobsite Type Test: Flex wall permeameter, falling -head rising-tailwater Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPLE ID• Natural Moisture Content HYDRAULIC COYDUC TVITY % K (cm/s) ST-3 28.0 9.66 x 10-' ST-4 25.7 6.37 x 10-' Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CON$ULjZNG SERVICES . BRAY,T.E. Manager, Technical Director Rev 10-11-19 y'^ OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) DATE: 05/03/2020 JOB NO.: 204558 PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas Received from: Jobsite Type Test: Flex wall permeameter, falling -head rising-tailwater Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPLE ID• Natural Moisture Content HYDRAULIC CONDUCTIVITY % K (cm/s) ST-5 26.7 5.26 x 10-' ST-6 26.4 1.91 x 10-7 Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CONSU T■��TNG SERVICES 11 I A • •_ � D �i.RAY, P.C. Laborato Manager, Technical Director Rev 10-11-19 OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) DATE: 05/07/2020 JOB NO.: 204558 PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas Received from: Jobsite Type Test: Flex wall permeameter, falling -head rising-tailwater Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPLE ID. Natural Moisture Content HYDRAULIC CONDUCTfVITY % K (cm/9) ST-7 24.9 1.54 x 10-7 ST-8 27.6 2.51 x 10-' Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Rev 10-11-19 Respectfully Submitted, SERVICES BRAY, Y.E. Manager, Technical Director OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) DATE: 05/11 /2020 JOB NO.: 204558 PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas Received from: Jobsite Type Test: Flex wall permeameter, falling -head rising-taiiwater Type Saturation: Vacuum and back pressure to achieve 100 f 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPi.E ID. Natural Moisture Content % HYDRAULIC CONDiUCIIN Tl Y K (cm/s) ST-9 29.4 1 1.12 x 10-6 ST-10 28.6 1 1.98 X 10-1 Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CONSUkP. CES f D B Labors ry Manager, Technical Director Rev 10-11-19 OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) DATE: 05/12/2020 JOB NO.: 204558 PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas Received from: Jobsite Type Test: Flex wall permeameter, falling -head rising-tailwater Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPLE ID. Natural Moistum Content HYDRAULIC CONDUCTIVITY % K (cm/s) ST-11 31.1 5.70 X 10-' ST-12 28.6 4.98 x 10-7 Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CONSULTIN SERVICES DA RAY, P. Laborat . Manager, Technical Director Rev 10-11-19 OASIS CONSULTING SERVICES HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) PROJECT: Anson County Landfill Cell 3 Phase 2 Received from: Jobsite 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 DATE: 05/20/2020 JOB NO.: 204558 CLIENT: Waste Connections of Carolinas Type Test: Flex wall permeameter, falling -head rising-tailwater Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPLE ID• Natural Moisture Content HYDRAULIC CONDUCTIVITY % K (cm/s) ST-13 23.3 1.16 X 10-6 ST-14 25.2 1.19 x 10-6 ST-15 22.5 5.96 X 10-7 Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CONSULTING SERVICES 9a4lvev3 DARREN J. BRAY, P.E. Laboratory Manager, Technical Director Rev 10-11-19 OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) DATE: 05/20/2020 JOB NO.: 204558 PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas Received from: Type Test: Type Saturation: Type Sample: Technician: Jobsite Flex wall permeameter, falling -head rising-tailwater Vacuum and back pressure to achieve 100 ± 5% saturation 2.8-inch diameter, Undisturbed SA/RR SAMPLE 1D. Natural Moisture Content HYDRAULIC CONDUCTIVITY % K (crn/s) ST-16 23.4 1.23 X 10-6 ST-17 23.9 1.80 X 10-6 ST-18 23.5 1.32 X 10-6 Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CONSULTING SERVICES Dall&&0_11 341117 DARREN J. BRAY, P.E. Laboratory Manager, Technical Director Rev 10-11-19 OASIS CONSULTING SERVICES HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) PROJECT: Anson County Landfill Cell 3 Phase 2 Received from: Jobsite 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 DATE: 07/14/2020 JOB NO.: 204558 CLIENT: Waste Connections of Carolinas Type Test: Flex wall permeameter, falling -head rising-tailwater Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPLE ID• Natural Moisture Content HYDRAULIC CONDUCTIVITY % K (cm/s) ST-19 N/A 4.63 X 10-7 ST-20 N/A 7.81 X 10-7 ST-21 N/A 9.60 X 10-7 ST-22 N/A 6.53 X 10-7 Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CONSULTING SERVICES 964,&&*v 34,o7 DARKEN J. BRAY, P.E. Laboratory Manager, Technical Director Rev 10-11-19 OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method Q DATE: 07/14/2020 JOB NO.: 204558 PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas Received from: Jobsite Type Test: Flex wall permeameter, falling -head rising-tailwater Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPLE ID. Natural Moisture Content HYDRAULIC CONDUCTIVITY % K (cm/s) ST-23 N/A 5.29 X 10-7 ST-24 N/A 7.50 X 10-7 ST-25 N/A 8.35 X 10-7 ST-26 N/A 8.40 x 10-7 Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CONSULTING SERVICES DARREN J. BRAY, P.E. Laboratory Manager, Technical Director Rev 10-11-19 - OASIS CONSULTING SERVICES HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) PROJECT: Anson County Landfill Cell 3 Phase 2 Received from: Jobsite 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 DATE: 07/25/2020 JOB NO.: 204558 CLIENT: Waste Connections of Carolinas Type Test: . Flex wall permeameter, falling -head rising-tailwater Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPLE ID• Natural Moisture Content HYDRAULIC CONDUCTIVITY % K (cru/s) ST-27 N/A 1.14x 10-6 ST-28 N/A 1.69 x 10-6 ST-29 N/A 2.21 x 10-6 ST-30 N/A 1.37 x 10-6 Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CONSULTING SERVICES 9all_zle4, 32a. DARREN J. BRAY, P.E. Laboratory Manager, Technical Director Rev 10-11-19 OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) DATE: 07/25/2020 JOB NO.: 204558 PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas Received from: Jobsite Type Test: Flex wall permeameter, falling -head rising-tailwater Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPLE ID. Natural Moisture Content HYDRAULIC CONDUCTIVITY % K (cn /s) ST-31 N/A 9.70X 10-7 ST-32 N/A 1.27 X 10-6 ST-33 N/A 1.09 X 10-6 ST-34 N/A 7.41 X 10-7 Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CONSULTING SERVICES DARREN J. BRAY, P.E. Laboratory Manager, Technical Director Rev 10-11-19 OASIS CONSULTING SERVICES HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) PROJECT: Anson County Landfill Cell 3 Phase 2 Received from: Jobsite 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 DATE: 07/28/2020 JOB NO.: 204558 CLIENT: Waste Connections of Carolinas Type Test: Flex wall permeameter, falling -head rising-tailwater Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPLE ID• Natural Moisture Content HYDRAULIC CONDUCTIVITY % K (cm/s) ST-35 N/A 8.06X 10-' ST-36 N/A 1.03 X 10-6 ST-37 N/A 1.07 X 10-6 Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CONSULTING SERVICES `9a4tie*v 11207 DARREN J. BRAY, P.E. Laboratory Manager, Technical Director Rev 10-11-19 OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 HYDRAULIC CONDUCTIVITY TEST REPORT (ASTM D5084 - Method C) DATE: 08/05/2020 JOB NO.: 204558 PROJECT: Anson County Landfill Cell 3 Phase 2 CLIENT: Waste Connections of Carolinas Received from: Jobsite Type Test: Flex wall petmieameter, falling -head rising-tailwater Type Saturation: Vacuum and back pressure to achieve 100 ± 5% saturation Type Sample: 2.8-inch diameter, Undisturbed Technician: SA/RR SAMPLE ID• Natural Moisture Content HYDRAULIC CONDUCTIVITY % K (cm/s) ST-38 33.6 2.95 X If ST-39 35.3 2.91 X 10-7 Notes: 1) Permeant liquid: De -aired Tap Water 2) Confining Pressure: 10 psi Respectfully Submitted, OASIS CONSULTING SERVICES 9a't,&&O-t, 3 DARREN J. BRAY, P.E. Laboratory Manager, Technical Director Rev 10-11-19 OASIS (C)tiJSULIWN; REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 2045513 Location 15T-01 Test Date: 5/30/2020 'Type of Test: Aet� Limits USCS Classification: ML-CL Sample Description: Reddish brown clayey SILT (ML-CL) with rock fragments Boring N/A Depth' N/A 60 H 50 a x W G 40 z F' 30 V ll- a 20 J IL 'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 44 Plastic Limit 29 Plasticity Index 1s For classification of fine-grained soils and fine-grained f roct ion of coarse -grained / 50t 15. -.00 Equation of W -line ��j'� Horizontal at PI-4 to LL=25.5, J�,/ �� then PI-0.73 U-20) Equation of "C-line Vertical at LL=(6 to PI=7 G� then PI=0.9(LL-8) i o`' ,'' MH OR OH / Gof MLOR OL I 10 16 20 _ Lu 14 U ::)v v'' LIQUID LIMIT (LL) no OASIS L: 0%15'J l I i wla St k"ti' ICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: .Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location 5T-02 Test Date: 5/30/2020 Type of Test: Atterberg Limits USCS Classification: ML-CL !Sample Description: Reddish brown clayey SILT (ML-CL) with rock fragments Boring N/A I Depth' N/A 60 H 50 >a X W C 4C z } ~ 3C c� H Q 2( J a 10 4 °0 10 Is 20 30 40 50 60 70 LIQUID LIMIT (LL) "USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 44 Plastic Limit 27 Plasticity Index 17 For classification of fine- rained soils a nd fine- rained f roc tion of coarse -grained Solis Equation of W-Iine Horizontal at PI-4 to LL=25.5, then PI-0.73 U-20) Equation of "U°- I i ne Vertical at LL=16 to PI=7 G� then PI=0.9(LL-8)eAr MH 0Fi OH i MLOR OL DU �v He] OASIS SEVVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-03 Test Date: 5/30/2020 Type of Test: Atterberg Limits USCS Classification: ML-CL Sample Description: Reddish brown clayey SILT (ML-CL) with rock fragments Boring N/A Depth' N/A 60 H 50 a X d 40 z r H 30 U Q 2C J a Ic 7 4 *LISCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 42 Plastic Limit 27 Plasticity Index 15 For classification of fine-grained soils Y, and f Ine-grained fraction of coarse -grained/ soils Equation of "AM - line Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) I` Equation of'�U'�-line Vertical at LL=16 to PI=7 / •� then PI = 0.9 (LL-8) MH QR OH -- MLoR OL _M 00 40 16 20 50 4 U W bu ru LIQUID LIMIT (LL) tsar JV 1w 1E OASIS CONSULTING SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location CC-04 Test Date: 5/18/2020 Type of Test: .Atterberg Limits USCS Classification, CH-MH Sample Description: Red brown silty CLAY (CH-MH) Boring N/A Depth' N/A *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 58 Plastic Limit 27 Plasticity Index 31 60 H 50 ;a X 0 40 z r ~ 30 U_ H Q 2C J a 10 7 4 00 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) r For classification of fine-grained soils and f ine-grained f ract ion of coarse -grained soils Equation of "A" - line Horizontal at PI=4 to LL=25.5, �� then PI-0.73 (LL-20) %gyp\' Equation of °U°- I ine Vertical at LL=16 toPI=7 G� then PI= 0.9 (LL-8) r/ i 1\01 J/00� MH 0R OH --- MLOR OL , c - I 4 OASIS c�Wsutnr�:, stlt+rlcts REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204559 Location ST-05 Test Date: 5/30/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Reddish brown silty CLAY (CH-MH)/ with rock fragments Boring N/A Depth' N/A •USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 53 Plastic Limit 27 Plasticity Index 26 60 H 50! EL x w G 40 z ~ 30 V_ F- N a 20 J a 10 7 4 00 10 1620 30 40 50 60 70 LIQUID LIMIT (LL) For classification of fine- roined soils and f me-groined f root ion of coarse-grolneci / SoI—IS '� _ Equation of "A" - line g, Horizontal at PI-4 to LL=25.5, .��;/ ''`�/ I `l N then PI-0.73 (LL-20) ��p�' Equation of "U"-line Vertical at LL=16 to PI=7 G� then PI = 0.9 (LL-8) / M H 0=1 O H --- MLOR OL OASIS Lr� *fSUI F1rr,; 5tK'�}ti REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204556 Location ST-06 Test Date: 5/30/2020 'Type of Test: Atterberg Limits LISCS Classification: MH-CH :Sample Description: lReddish brown clayey SILT (MH-CH) with rock fragments Boring N/A I Depth' N/A 60 H 50 a X W O 4C z r ~ 3C c� U) 2( J OL 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) •USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 54 Plastic Limit 32 Plasticity Index 22 For classification of fine- rained soils 0, andfine-grained fraction of coarse-grolne soils. Equation of "A7-11ne Horizontal at PI-4 to LL=25.5, �� � then PI-0.73 (LL-20) �`IOOOF Equation of "U°-line / Vertical at LL=16 toPI=T G� then PI-0.9(LL-8) / M H 0ii OH / - MLC DL .c . --M I vu av �vv gue G ASIS LC,NS1JL11NG SFK'.''ICE REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-07 Test Date: 5/30/2020 Type of Test: Atterberg Limits USCS Classification: I CL-ML Sample Description: IReddish brown silty CLAY (CL-ML) with rock fragments Boring N/A Depth' N/A 60 H 50 �a X w c 40 z F- 30 C7 H v7 Q 20 J a 10 7 -� 04 "USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 49 Plastic Limit 24 Plasticity Index 25 For classification of fXe 01 and ine-grained ract ion soils .10 Equation of - A" -Iine�jHorizontal of PI-4 to /then PI-0.73 (LL-20Equation of "U°-lineVertical at LL=16 to Pthen PI=0.9(LL-8) LL OH MH v� / G MLoR OL c _ I 10 15 tU JV `4v ;?u vv LIQUID LIMIT (LL) BE OAS IS Ci;NS!g11W; SEAt1Ir=ES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 2045S8 Location ST-08 Test Date: 5/30/2020 Type of Test: Atterberg Limits LISCS Classification: MH-CH Sample Description: Reddish brown clayey SILT (MH-CH) with rock fragments Boring N/A Depth' N/A 60 H 50 X W C 40 z 30 c� U) Q 20 IL 10 7 4 04 IO 16 20 30 40 50 60 70 LIQUID LIMIT (LL) " USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 51 Plastic Limit 29 Plasticity Index 22 r For classification of fine- rained soils and f ine-grained froction of coarse -grained / ' Solis _ Equat ion of BAN - I i ne Horizontal of PI-4 to LL=25.5, '`�/ 'op then PI=0.73 (LL-20) Equation of °U"-line I` Vertical at LL=16 to P?=7 then PI=0.9(LL-8) O� / MH oR OH .� Gv 00r ML°ROL ,C _M -- 1 vv - --- 0 OASIS (:0NISUL1IW: REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) sl:us�l�:r� Project Name: .Anson County Ladfill Phase 3 Cell 2 Project Number: 2D4558 Location ST-9 Test Date: 5/30/2020 Type of Test: Atterberg Limits USCS Classification: MIL Sample Description: Reddish brown clayey SILT (ML) with rock fragments Boring N/A I Depth' N/A 'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 1 40 Plastic Limit 1 31 Plasticity Index I 9 60 f For classification of fXned�so, an Ine-grained ractiacoarse-grained ►► sodsle 0. 90 Equation of .A.-linex Horizontal at PI-4 to �w then PI-0.73(LL-20)�pz Equation of"Ua-lineVertical at LL=16 to PI then PI=0.9(LL-8) ~ 30 U � J 20 i dr /,/0 10 7 C wM 4- I 00 10 Is 20 L'oTOL 3D 40 50 60 LIQUID LIMIT (LL) H °lR OH 70 80 90 100 110 t ASIS C0.N5ULf INh SEVVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 ST-10 Project Number: 204558 Location Test Date: 5/30/2020 Type of Test: Atterberg Limits USCS Classification MH-CH 'Sample Description: Reddish brown clayey SILT (MH-CH) with rock fragments Boring N/A Depth' N/A 60 H 50 �a X w 0 4c Z t 3c V a 2c J a 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) "USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 55 Plastic Limit 31 Plasticity Index 24 For classification of fine- rained soils f and fine-grained roc ion'0 coarse-grr3ine Solis Equation of "A" -lines/ Horizontal at PI-4 to LL=25.5, �; then PI=0.73 (LL-20) ''`�� ••p�' I' Equation of "U"-line Vertical at LL=16toPI= / G� then PI = 0.9 (LL-8) �� 10 ,'' M H of: OH d- --- MLOR OL c(.-�M I ow av - C G AS IS Stl2'.rla`ES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-11 Test Date: 5/30/2020 Type of Test: Atterherg Limits USCS Classification: ML-CL Sample Description: Reddish brown calyey SILT (ML-CL) with rock fragments Boring N/A Depth' N/A 6a H 50 �fL X w c 4C Z r t 3C C� Q 2( J a 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 45 Plastic Limit 32 Plasticity Index 13 For classification of fine- rained soils r and f Ine-groined ruction of coarse -grained) / Solis00 `a� / Equat ion of "A! - I i ne Horizontal at 15I-4 to LL=25.5, �A4 then 13I=0.73 (LL-20) Equation of °U°-line Vertical at LL=16 to PJ=7 / G� then PI=0.9(LL-8) /� W /000 OR OH /0000e JMH - MLOROL I OW 0 OASIS L C1,J5 UL I IW; srKyI�ES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location 5T-12 Test Date: 5/30/2020 Type of Test: Atterberg Limits USCS Classification: ML-CL Sample Description: Reddish brown calyey SILT (ML-CL) with rock fragments Boring N/A Depth' N/A 60 H 50 a X W d 4C z F' 3C U_ H N a 2( J a 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 46 Plastic Limit 28 Plasticity Index 18 For classification of fine-grained soils iof andfine-grained fraction of coarse -grained Solis Equation of ae-line `�/'� Horizontal at PI-4 to 1­1=25.5,/f then PI-0.73 (LL-20) Equation of "U°-line Vertical at LL=16toPI=7 G� then PI.0.9 (LL-8) 6v Je,01 MH on OH _ M F I RI Q� ov v� Xf ( OASIS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-13 Test Date: 6/5/2020 Type of Test: Atterberg Limits USCS Classification: MH-CH Sample Description: Reddish brown clayey SILT with rock fragments (MH-CH) Boring N/A Depth' N/A 50 IT X 44 IC 7 4 *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 59 Plastic Limit 32 Plasticity Index 27 For classification of fine- rained soils an Ine-groined fract -ion of coarse -grained soils. ' Equat ion of CAM - I i ne Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) Equation of "u"-line Vertical at LL-16 to PI=7 G� then PI=0.9(LL-6) _ J loX., i00eloo,MH � oR OH _--/ _M. I 1 `OR0 1 L 00 10 Is 20 30 40 5U 6U ru LIQUID LIMIT (LL) au 7V IVU OES OASIS CONISULI`111� SERvICLS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-14 Test Date: 6/5/2020 Type of Test: Atterberg Limits USCS Classification: ML-CL Sample Description: Reddish brown silty CLAY with rock fragments (ML-CL) Boring N/A Depth' N/A 60 F-I 50 X 0 40 z 30 C7 H U) Q 2C J a 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 49 Plastic Limit 30 Plasticity Index 19 For classification of fine- rained soils and fine-grained traction of coarse-graine / soils. Equation of "A7-line \��/ Horizontal at PI=4 to LL=25.5, ,��,/ `�. 11� then PI-0.73 (LL-20) Equation of "U"-line Vertical at LL=16 to PI=� G� then PI = 0.9 (LL-6)------ 1 /000," i MH Q'R OH --- ML�RIpL--- C -M_---I I 4 av 7v i Vv IID G ASIS CO.NSULIM; SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-15 Test Date: 6/5/2020 Type of Test: Atterberg Limits USCS Classification: MH-CH Sample Description: Reddish brown clayey SILT with rock fragments (MH-CH) Boring N/A Depth' N/A i- H 50 d x w c 40 z ~ 30 U Q 2C J a 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 58 Plastic Limit 31 Plasticity Index 27 For classification of fine-grained soils and Ine-grained fraction -of coarse-graine ' soils Equation of "AN -line Horizontal at PI=4 to LL=25.5, ` L\olthen PI-0.73 (LL-20) Equation of "U°-Iine I` Vertical at LL=16 to PI=? G� then PI = 0.9 (LL-8) // MH 4R 0H UZ Ilk L ROL I k oV 7V IV m G AS IS C014SULrIt4!:3 5EWICLS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-16 Test Date: 6/5/2020 Type of Test: Atterberg Limits USCS Classification: MH-CH Sample Description: Reddish brownclayey SILT with rock fragments (MH-CH) Boring N/A Depth' N/A 60 H 50 �a X 0 40 z t 3C U a 2C J a 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 59 Plastic Limit 30 Plasticity Index 29 tOF For classification of fine- rained soils and Ine-grained fraction o coarse- raine / soils Equation of CAM - line Horizontal at PI-4 to LL=25.5, then PI-0-73 U-20) �p Equation of "U°-line �`00, Vertical at LL=16 to PI=� G� then PI = 0.9 (LL-6) 100004 M H off OH / MLOR OL I OV W ► vi Im OASIS CCSNSJJLIIW-- SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-17 Test Date: 6/5/2020 Type of Test: Atterberg Limits USCS Classification: MH-CH Sample Description: Reddish brown silty CLAY with rock fragments (MH-CH) Boring N/A Depth' N/A H 50 �rL X w 0 4C z r ~ 3C CAI Q 2C J a 10 7 4 04 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 55 Plastic Limit 30 Plasticity Index 25 For classification of fine- rained soils and fine-groined frocttor o coarse -grained soils le' 1� ,pw Equation of "AN - line \�000000, Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) OOOF Equation of "U°-line Vertical at LL=16 to PI=7 G� then PI = 0.9 (LL-8) 1 ov _ /oo, IV MH 0R 0H I I ML°R OL — _ __ ! ov 7v IMM Hil OASIS CONSULTING SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-18 Test Date: 6/5/2020 Type of Test: Atterberg Limits USCS Classification: MH-CH Sample Description: Reddish brown silty CLAY with rock fragments (MH-CH) Boring N/A Depth' N/A H 50 �a X 0 40 z *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 55 Plastic Limit 30 Plasticity Index 25 For classification of fine-grained soils and Ine-grained fraction of coarse -grained /.00 Solis Equat ion of "AM - I i ne 4/0 Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) '`�/ •�p�' Equation of "W-line c�` Vertical at LL=16 to PI-7 / then PI = 0.9 (LL-8) , 1\01 MH 0R OH � Gu ML°R OL I 00 10 16 20 30 40 !DU bU ru LIQUID LIMIT (LL) W L A IS CONSULTIN5 REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) SERVICLS Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-19 Test Date: 7/12/2020 Type of Test: Atterberg Limits USCS Classification MH-CH Sample Description: Red clayey SILT (MH-CH) with rock fragments Boring N/A Depth' N/A *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results Liquid Limit 58 1 Plastic Limit 1 31 1 Plasticity Index 27 60 For classification of fine- rained soils and f ine-gro med f ract!on of coarse-gfffine H 50 sods a Equation of �A� -line Horizontal at PI-4 to LL=25.5, w then PI-0.73 (LL-20) z40- Equation of "U"-line Vertical at LL=16 to PI=7 G� >- then PI = 0.9 (IL-8) 30 h, U � in i OX,- � 20 a �� Gv 10 7 -- - c �M _ ML°R OL 4 -- I 00 10 16 20 30 40 50 60 LIQUID LIMIT (LL) J 1115 MH aR OH 70 80 90 100 OASIS CONSULnw; REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) SI-_RVICLS Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-20 Test Date: 7/25/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red silty CLAY (CH-MH) with tock fragments Boring N/A Depth' N/A *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 51 Plastic Limit 27 Plasticity Index 24 60 For classification of fine-grained soils and f Ine-grained fraction of coarse -grain H 50 soils la Equat ion of "AN - I i ne X Horizontal at PI=4 to LL=25.5, wo then PI-0.73 (LL-20) z Equation of "U"-line a Vertical at LL=16 to PI=7 >` then PI = 0.9 (LL-8) !/ ~ 30 U � /! ,�N/ J 20 / / (91 MH 10 7 4 — _ I 00 10 16 20 30 40 50 60 LIQUID LIMIT (LL) OH 70 80 90 100 COASIS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-21 Test Date: 7/25/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red clayey SILT (MH-CH )/ with rock Fragments Boring N/A Depth' N/A 60 50 0 30 101 10 7 4 ° *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 52 Plastic Limit 29 Plasticity Index 23 / For classification of fine- rained soils and f Ine-gralned fraction of course-grame / soils. -100 - Equation of "A� -line Horizontal of PI-4 to LL=25.5, ``�/ `C` then PI-0-73 (LL-20) ••p�' Equation of "U"- I ine Vertical at LL=ifi to PI=7 / G� then PI = 0.9 (LL-6) A 0� 00 MH °R OH � v / iV 0 10 16 20 30 40 50 60 70 80 90 100 LIQUID LIMIT (ILL) OASIS CONSULIM; SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTIVI D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-22 Test Date: 7/25/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A 60 H 50 o. x w c 40 a r ~ 30 U_ H Q 20 J a 10 7 4 *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 55 Plastic Limit 28 Plasticity Index 27 For classification of fine-grained soils and f Ine-groined Tract ion of coarse-groine / soils dor - Equation of "AN - line Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) Equation of "U"-line Vertical at LL=16 to PI=7 G� then PI = 0.9 (LL-8) MH cl OH M�OR p� - I . I 00 10 16 20 SD 4V :)v nu ry av vv ivv LIQUID LIMIT (LL) OASIS CCYN5JJL1lW,3 SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-23 Test Date: 7/25/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red silty CLAY (CH-MH) Boring N/A Depth' N/A H X w 0 z E- U d J a *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 52 Plastic Limit 26 Plasticity Index 26 60, 501 0 30 10 7 4 r For classification of fine-grained soils and fine-grained raction of coarse -grained ' sods. _ Equation of .A" -line Horizontal at PI=4 to LL=25.5, then PI-0-73 (LL-20) "`} XX Equation of "U"-line I` Vertical at LL=16 to PI=7 G� � theca PI= 0.9 (LL-6) MH OR OH CNv 00 k OR O L I 00 10 16 20 30 4U 5U W iv tsv 7v 1vv LIQUID LIMIT (ILL) OASIS Cu.VSUL1lW,; SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-2y Test Date: 7/25/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red silty CLAY (CH-MH) Boring N/A Depth' N/A *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. 60 H 50 )0_ x w c 40 z ~ 30 U_ H N Q 20 J a 10 7 4 ❑0 Liquid Limit 58 Plastic Limit 27 Plasticity Index 31 10 16 20 30 4❑ 50 60 LIQUID LIMIT (LL) OASIS COINSUL W,; SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-25 Test Date: 7/25/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description Red silty CLAY (CH-MH) Boring N/A Depth' N/A 60 50 m, 30 20 10 7 4 a *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 60 Plastic Limit 28 Plasticity Index 32 For ciassification of fine-grained soils 0' and fine-grained fraction of coarse- raine soils + Equat ion of "A" - I i ne `�� Horizontal at PI-4 to LL=25.5, Ji/ , �Nts then PI-0.73 (LL-20) , p Equation of "U"-line 1001 Vertical at LL=16 toPJ=7 then PI = 0.9 (LL-6) ,o`' 40 r (91 MH 0R OH �� Gv i -- MLaR OL .M c�- 0 10 16 20 30 40 50 60 70 80 90 100 LIQUID LIMIT (LL) ( OASIS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-26 Test Date: 7/25/2020 Type of Test: Atterberg Limits USCS Classification. CH-MH Sample Description: Red silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. 60 H 50 X W c 40 Z ~ 30 U_ H N Q 20 J a to 7 4 Q0 Liquid Limit 57 Plastic Limit 27 Plasticity Index 30 40 16 20 30 40 50 60 LIQUID LIMIT (LL) �OASIS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Landfill Phase 3 Cell 2 Project Number: 204558 Location ST-27 Test Date: 8/2/2020 Type of Test: Atterberg Limits, Lab #4683 USCS Classification. CH-MH Sample Description: Red Orange silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A 60 H 50 a X W 0 4C z ~ 3C U U) 2( J a 10 7 4 °a 10 16 20 3f3 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 53 Plastic Limit 27 Plasticity Index 26 For classification of fine-grained soils X, an d f Ine-graired f raction of coarse -grains ' 000 soils. Equation of "A" - line Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) Equation of "U'l-line C Vertical at LL=16 to PI=� CJ� then PI=0.9(LL-8) o� 100 M H ail OH ,� MLOIR OL CPU 7V IVV 3E OASIS CO,N9JLrWC; SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Landfill Phase 3 Cell 2 Project Number: 204558 Location ST-28 Test Date: 8/2/2020 Type of Test: Atterberg Limits, Lab #4683 USCS Classification: CH-MH Sample Description: Red Orange silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A EEO X 2c IC 4 00 *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 53 Plastic Limit 26 Plasticity Index 27 For classification of fine-grained soils and f Ine-grained f ract ion of coarse -grained soils, -100 Equation of 0A7-line ,�al.� Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) Equation of "U°- I ine Vertical at LL=16 to PI=7 l G� � then PI = 0.9 (LL-8) o MH 0R OH --- MLOROL 10 Ifi 20 30 4Q �U W ru LIQUID LIMIT (LL) ov vu 1vv 3E OASIS C0N5ULfING Skk'fICFS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Landfill Phase 3 Cell 2 Project Number: 204558 Location 5T-29 Test Date: 8/2/2020 Type of Test: Atterberg Limits, Lab #t4683 USCS Classification: CH-MH Sample Description: Red Orange silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A 60 H 50 a X w 0 4C z r ~ 3C U Q 2C J a 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 53 Plastic Limit 26 Plasticity Index 27 ' For classification of fine- rained soils and fine-grained froctioro coarse- mine ' soils Equation of "A" -line `��'� Horizontal at PI-4 to LL=25.5, ,�'v then PI-0.73 (LL-20) Equation of "U"-line Vertical at LL=16 to PI=T G� then PI = 0.9 (LL-6) 1\01 MH aF; OH --- ML�ROL _� I tsv Jv i vv ID OASIS CONSUUIf 3 5fK.',rICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Landfill Phase 3 Cell 2 Project Number: 204558 Location ST-30 Test Date: 8/2/2020 'Type of Test: Atterberg Limits, Lab #4683 USCS Classification: CH-MH Sample Description: Red Orange silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A H 50 .a X C 40 z 00 *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 51 Plastic Limit 27 Plasticity Index 24 For classification of fine-grained soils and Ine-graired raction o coarse -grained soils / / e Equation of "AN - line Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) Equation of "U"-line Vertical at LL=16 toPI=7 then PI = 0.9 (LL-B) /� �` �No- OH r. '00MLOR MH OR I OL 10 16 20 5u 40 D v btJ r u LIQUID LIMIT (LL) av vv i vv EEO (. OASIS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Landfill Phase 3 Cell 2 Project Number: 204558 Location ST-31 Test Date: 8/2/2020 Type of Test: Atterberg Limits, Lab #4683 USCS Classification: CH-MH Sample Description: Red Orange silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A .• H 50 a x C 4C z r ~ 3C U Q 2C J a 10 7 4 00 10 16 20 30 40 50 60 70 80 90 100 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 51 Plastic Limit 27 Plasticity Index 24 For classification of fine- rained soils x� and fine -grained f rac t i on of coarse-grained Sol 1 S. Equation of "AN - line ��♦ PI-4 to LL=25.5, Horizontal at then PI-0.73 (LL-20) 1` Equation of "U°-line Vertical at LL=16 to PI=7 G� then PI = 0.9 (LL-8) MH 0R OH / G CL--MMLoROL 110 % IS C0.N5ULI INC; SEWICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-32 Test Date: 8/2/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red Orange silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A 60 H 50 �a X d 40 z r F_ 30 U Q 2C J (L Ic 7 4 *LISCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 58 Plastic Limit 29 Plasticity Index 29 r For classification of fine-grained soils and fine-grained fraction of coarse -grained/ soils Equation of "A� -line Horizontal at PI-4 to LL=25.5, ,•�;/ '`�/ `` �t� then PI-0.73 U-20) ••p�' Equation of "U"-line i• Vertical at LL=16 to PI=7 / G� then PI=0.9(LL-6) •e4000,MH 0ROW op ML01, OL ---, Q. i I _ 00 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) OASIS CONSULflhr SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-33 Test Date: 8/2/2020 Type of Test: Atterberg Limits USCS Classification: CH MH Sample Description: Red Orange silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A &.6 H 50 a X w 0 40 Z } t 30 U Cn 2C a 10 7 4 00 10 16 20 30 40 so 60 70 LIQUID LIMIT (LL) 'USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 59 Plastic Limit 28 Plasticity Index 31 For clossification of fine- rained soils an ine-grained fraction of coarse -grained soils. `1 `C` �� ••p�' Equation of W-line Horizontal at PI=4 to LL=25.5, ,•�,� then PI-0.73 (LL-20) '`�/ Equation of 'V'-line Vertical at LL=16 to PI=7 G� then PI = 0.9 (LL-8) o`' 00 MH Qli OH • MLOROL 0%J 7v i VY %AS IS C:0.k,l5JLrinr,; REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) SERVICES Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-34 Test Date: 8/2/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red Orange silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A Elmo H 50 a X w c 40 z } ~ 30 U Cn Q 20 a 10 7 4 0 *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit I 59 Plastic Limit 1 29 Plasticity Index 30 For classification of fine- roined soils an ine-grainedfFact ion o coarse -grains soils - Equation of BAN -line Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) Equation of "U"-line Vertical at LL=16 to PI=7 � G then PI = 0.9 (LL-B) I i� MLOR OL IJ M H o,R O H 0 10 16 20 30 40 50 60 ra HO YU Iuu Iiu LIQUID LIMIT (LL) OASIS CCSNSWING SW.VICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-35 Test Date: 8/2/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red Orange silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A Kf H 50 �a X 0 4C z ~ 3C U Q 2C J a 10 7 4 00 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 58 Plastic Limit 27 Plasticity Index 31 For classification of fine-grained soils and f Ine-groined f ract ion of coarse -grained soils �•p Equation of �QN-line Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) = Equation of "U°- I ine Vertical at LL=16 to PI= then PI = 0.9 (LL-8) G� 1\01 0000/ OH MH oli _ i MLCR OL !fu 7V 1VV IE % IS CONSLILHI`4:; SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-36 Test Date: 8/2/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red Orange silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A &6 H 50 a X G 4C z r ~ 3C U H U) Q 2C J a 10 7 4 QC ID Ifi 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 60 Plastic Limit 30 Plasticity Index 30 For classification of fine- rained soils and f ine-grained f root son of coarse- gr� a / J1/0000 sol i s / Equation of "AN - l i ne Horizontal at PI-4 to LL=25.5, then PI-0.73 (LL-20) Z` �p Equation of "U°-line Vertical at LL=16 to PI=7 G� then PI = 4.9 (LL-8) f MH ok OH C; Zvi MLOR OL I Ell 7V I v im OASIS CO%45ULrlrec; 5tKtirICLS REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-37 Test Date: 8/2/2020 Type of Test: Atterberg Limits USCS Classification: CH-MH Sample Description: Red Orange silty CLAY (CH-MH) with rock fragments Boring N/A Depth' N/A *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 57 Plastic Limit 29 Plasticity Index 28 IN H 50 rL X G 40 z ~ 30 U_ H Q 2C J (L 10 7 4 00 10 16 20 3D 40 50 60 70 80 90 IOC 110 LIQUID LIMIT (LL) r For classification of fine- rained soils 01 and f Ine-grained frost !on of coarse -grained soils Equation of "Am - line Horizontal at PI-4 to LL=25.5, then PI-0.73 U-20) , •%p, Equation of 'V'-line OOOF Vertical at LL=16 to PI=7 G� then PI=0.9(LL-8) MH 013 OH � I __ MLOR OL &14CILiv.M - OAS Is CCSNSULfII ; SLRVICt5 REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-38 Test Date: 8/4/2020 Type of Test: Atterberg Limits USCS Classification: MH-CH Sample Description-- Reddish brown silty CLAY (MH-CH) with rock fragments Boring N/A Depth' N/A H 50 x 0 40 z ~ 3a U Q 2C J (L to 7 4 OQ 10 16 20 30 40 50 60 70 LIQUID LIMIT (LL) *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 61 Plastic Limit 31 Plasticity Index 30 For classification of fine-grained soils and f Ire -grained f raction of coarse -grained '100 soils Equation of BAN -line PI-4 to LL=25.5, Horizontal at then PI-0.73 (LL-20) Equation of "U"-line Vertical at LL=16 to PI=T / G� then PI = 0.9 (LL-6) ON100_ MH OR OH M L °R 0 L--- I 4 ` CV 7V LAM lu IOASI CC�'+ISULfIIVC� SERVICES REPORT OF ATTERBERG LIMITS TEST RESULTS (ASTM D4318) Project Name: Anson County Ladfill Phase 3 Cell 2 Project Number: 204558 Location ST-39 Test Date: 8/4/2020 Type of Test: Atterberg Limits USCS Classification: MH-CH Sample Description: Reddish brown clayey SILT (MH-CH) with rock fragments Boring N/A Depth' N/A A H 50 �a X w 0 40 z *USCS Classification is based on the Atterberg Limit test and the Grain Size Analysis results. Liquid Limit 59 Plastic Limit 29 Plasticity Index 30 For classification of fine-grained and fine-grained fraction o coarse -grained r sot Is .00 Equat ion of "AM - l i ne Horizontal at PI-4 to LL=2then PI-0.73 (LL-20)Equation of �{U��-lineVertical at LL=16 to PI=G then PI = 0.9 (LL-6) / MH OR OH (5� 1 00 10 16 20 60 4u Du lov ru LIQUID LIMIT (LL) ov vv vv Hsi OASIS 45 Woodstock Street CONSULTING Roswell, Georgia 30075 SERVICES 678-739-2400 Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) Client Waste Connections of Carolinas Project Name Anson County Ladfill Phase 3 Cell 2 Project Number 204558 Date 5/10/2020 ITechnician RR/SA Sample # ST-01 iClassification Reddish brown clayey SILT (ML-CL) with rock fragment Sieve Analysis Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 96.2 3/8 9.5 91.0 #4 4.75 85.5 #10 2 81.6 #20 0.85 78.2 #40 0.425 76.0 #60 0.25 73.3 #100 0.15 72.2 #200 0.075 1 71.4 Natural Moisture Content N 24.7 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method T B x Initial Dry Mass(g) 60.28 Jun-19 Checked By: DS OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas Project Name Anson County Ladfill Phase 3 Cell 2 Project Number 204558 Date 5/10/2020 ITechnician I RR/SA Sample # ST-02 Classification Reddish brown clayey SILT (ML-CL) with rock fragments Sieve Analysis Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 98.9 3/8 9.5 97.0 #4 4.75 94.0 #10 2 87.1 #20 0.85 82.0 #40 0.425 77.5 #60 0.25 76.6 #100 0.15 75.8 #200 1 0.075 73.9 Natural Moisture Content W 27.3 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial Dry Mass (g) 112.20 Jun-19 Checked By: V1 OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas (Project Name Anson County Ladfill Phase 3 Cell 2 (Project Number 204558 !Date 5/30/2020 Technician RR/SA ;Sample # ST-03 Classification Reddish hrawn clayey SILT (ML-CL) with rock fragment Sieve Analysis Sieve Diameter Passing # mm V.- 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 98.4 1/2 12.7 95.1 3/8 9.5 88.3 #4 4.75 81.6 #10 2 75.7 #20 0.85 71.8 #40 0.425 70.8 #60 0.25 68.9 #100 0.15 66.8 #200 0.075 65.4 Natural Moisture Content W 29.0 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial pry Mass (g) 138.27 Jun-19 Checked By: 03 OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas ,Project Name Anson County Ladfill Phase 3 Cell 2 •Project Number 204558 Date 5/30/2020 'Technician RR/SA Sample # ST-04 Classification Reddish brown clayey SILT(ML-CL) with rock fragment Sieve Analysis Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 97.5 3/8 9.5 94.6 #4 4.75 91.2 #10 2 83.6 420 0.85 78.4 #40 0.425 76.5 #60 0.25 74.8 #100 0.15 73.4 #200 0,075 1 71.4 Natural Moisture Content 25.8 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial Dry Mass (g) 135.75 Jun-19 Checked By: vo I COASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas Project Name Anson County Ladfill Phase 3 Cell 2 Project Number 204558 Date 5/30/2020 Technician RR/5A Sample N ST-05 lClassification I Reddish brown silty CLAY (CH-MH)/ with rock fragments Sieve Analysis Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 93.9 3/8 9.5 93.2 #4 4.75 89.1 #10 2 82.5 #20 0.85 80.9 #40 0.425 79.8 #60 0.25 79.4 #100 0.15 78.1 #200 0.075 77.6 Natural Moisture Content (%) 26.7 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial Dry Mass (g) 171.81 Jun-19 Checked By: VJs OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste connections of CafolInas Project Name Anson County Ladfill Phase 3 Cell 2 Project Number 204558 Date 5/30/2020 Technician RR/SA Sample # ST-06 Classification Reddish brown clayey SILT (MH-CH) with rock fragments Sieve Analysis Sieve Diameter Passing # mm 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/8 9.5 99.0 #4 4.75 98.5 #10 2 97.3 #20 0.85 96.1 #40 0.425 95.1 #60 0.25 94.5 #100 0.15 93.8 #200 1 0.075 1 92.9 Natural Moisture Content N 26.4 Wash #2005oak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x initial Dry Mass (g) 93.58 Jun-19 Checked By: D-A OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas Project Name Anson County LadFll Phase 3 Cell 2 Project Number 204558 Date 5/30/2020 Technician RR/SA !Sample # ST-07 Classification Reddish brown silty CLAY (CL-ML) with rock fragments Sieve Analysis Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 92.9 3/8 9.5 91.1 #4 4.75 88.8 #10 2 87.3 #20 0.85 86.0 #40 0.425 84.4 #60 0.25 83.8 #100 0.15 83.0 #200 0.075 81.4 Natural Moisture Content K .3 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial Dry Masstg) 144.89 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 1000 100 10 1 0.1 0.01 100 90 ----- r 80 70 - 60 - m S 50 X 40 - 20 � 1 10 - 0 Jun-19 Checked By: D8 0.001 OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas (Project Name Anson County Ladfill Phase 3 Cell 2 204558 (Project Number Date 5/30/2020 Technician RR/SA Sample # ST-08 Classification lRed&sIn brown clayey 5%T (MH-CH) with rock fragments 1000 100 90 80 70 60 d 50 40 30 20 - 10 0 Sieve Analysts Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 92.4 3/8 9.5 90.6 #4 4.75 88.7 #10 2 87.0 #20 0.85 85.3 #40 0.425 84.2 #60 0.25 83.4 #100 0.15 82.6 #200 0.075 81.7 Natural Moisture Content K 27.6 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Z est Method B x Initial Dry Mass (,) 148.58 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 100 10 1 0.1 0.01 0.001 Jun-19 Checked By: D8 OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas 'Project Name Anson County Ladfill Phase 3 Cell 2 Project Number 204558 Date 5/90/2020 'Technlcian I RR/SA Sample # ST-09 Classification Reddish brown clayey SILT (ML) with rock Fragments Sieve Analysis Sieve Diameter Passing # mm I. 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 94.1 3/8 9.5 93.5 #4 4.75 883 #10 2 87.4 #20 0.85 80.3 #40 0.425 78.2 #60 0.25 76.9 #100 0.15 75.7 #200 0.075 74.5 Natural Moisture Content N 29A Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial Dry Mass (g) 161.07 Jun-19 Checked By: DD OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas Project Name Anson County Ladfill Phase 3 Cell 2 Project Number 204558 Date 5/30/2020 Technician RR/SA Sample # ST-10 Classification I Reddish brown clayey SILT (MH-CH) with rock fragments Sieve Analysis Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 95.7 3/8 9.5 92.5 #4 4.75 89.5 #10 2 82.2 #20 0.85 81.6 #40 0.425 72.5 #60 0.25 70.3 #100 0.15 67.5 #200 0.075 65.6 1000 100 100 • - 80 - - 70 60 50- X 40 - - - 30 - -- - 20 --- �. 10 0 - - - - — Natural Moisture Content N 28.6 Wash #200 Soak Time (At least 120 min to the nearest 10 min) I K" Test Method A B x Initial Dry Mass (g) 111.63 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 10 1 0.1 0.01 Jun-19 Checked By: 198 0.001 OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client waste Connections of Caralinas Project Name Anson County Ladfill Phase 3 Cell 2 (Project Number 204558 (Date 5/30/2020 1rechnician RR/SA Sample # ST-11 Classification Reddish brown calyey SILT (ML-CL) with rock fragments 1000 100 - 90 - 80 70 60 d 50 ae 40 - — 30 - 20 10 0 - Sieve Analysis Sieve Diameter Passing # mm 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 95.9 3/8 9.5 93.9 #4 4.75 91.8 #10 2 88.9 #20 0.85 86.3 440 0.425 84.5 #60 0.25 83.4 #100 0.15 82.3 #200 1 0.075 1 81.0 Natural Moisture Content N 31.1 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial Dry Mass (g) 106.02 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 100 10 1 0.1 0.01 Jun-19 Checked By: IDA 0.001 OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Can nectioris of Carolinas (Project Name Anson County Ladfill Phase 3 Cell 2 Project Number 204558 Date 15/30/2020 Technician RR/SA Sample # 'ST-12 Classification lReddi5h brown calyey SILT (ML-CL) with racklragments Sieve Analysis Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/9 9.5 98.7 #4 4.75 97.8 #10 2 94.4 #20 0.85 91.7 #40 0.425 89.8 #60 0.25 88.5 #100 0.15 87.2 #200 1 0.075 1 85.9 Natural Moisture Content (%) 29.3 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial Dry Mass (g) 176.70 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 1000 100 10 1 0.1 0.01 100 — 90 80 I 70 60 d 50 2F 40 30 20 10 0 Jun-19 Checked By: DA 0.001 OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing (ASTM D-1140-17) DATE: 7/16/20 LAB NO.: 4682 CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2 Project No. 204558 Technician: SA/RR SAMPLE 1D. PERCENT PASSING # 200 SIEVE ST-19 68.3 ST-20 63.0 ST-21 59.1 ST-22 60.4 ST-23 53.3 ST-24 61.5 ST-25 57.6 ST-26 60.3 Respectfully Submitted, OASIS CONSULTING SERVICES 9al','Co't, -3za. DARREN J. BRAY, P.E. Laboratory Manager, Rev 10-11-19 ;OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing (ASTM D-1140-17) DATE: 7/25/20 LAB NO.: 4683 CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2 Project No. 204558 Technician: SA/RR SAMPLE ID. PERCENT PASSING # 200 SIEVE ST-27 68.4 ST-28 69.1 ST-29 60.4 ST-30 68.8 ST-31 68.9 ST-32 69.3 Respectfully Submitted, OASIS CONSULTING SERVICES DARREN J. BRAY, P.E. Laboratory Manager, Rev 10-11-19 OASIS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 Amount of Material Finer than 75-µm (No. 200) Sieve in Soils by Washing (ASTM D-1140-17) DATE: 7/27/20 LAB NO.: 4683 CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Cell 3 Phase 2 Project No. 204558 Technician: SA/RR SAMPLE ID. PERCENT PASSING # 200 SIEVE ST-33 68.5 ST-34 69.9 ST-35 68.7 ST-36 67.2 ST-37 66.1 Respectfully Submitted, OASIS CONSULTING SERVICES L/Gr/t/i,eo'b -B-2,6 Z, DARREN J. BRAY, P.E. Laboratory Manager, Rev 10-11-19 OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas Project Name Anson County Ladfill Phase 3 Cell 2 Project Number 204558 Date 8/5/2020 Technician RR/SA Sample # ST-38 Classification Reddish brown calyey SILT (ML-CL) with rock fragments Sieve Analysis Sieve Diameter Passing # mm 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 97.9 3/8 9.5 96.9 #4 4.75 92.8 #10 2 89.1 #20 0.85 86.1 #40 0.425 83.7 #60 0.25 81.9 #100 0.15 80.2 #200 1 0.075 1 78.0 Natural Moisture Content 33..6 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial Dry Mass (g) 184.22 ��J Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 1000 100 10 1 0.1 0.01 0.001 100 90 - — 80 70 60 `w 50 0 40 30 20 10 0 Jun-19 Checked By: D OASIS 45 Woodstock Street CONSULTING Roswell, Georgia 30075 SERVICES 678-739-2400 Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) Client Waste Connections of Carolinas Project Name Anson County Ladfill Phase 3 Cell 2 Project Number 204558 IDate 8/5/2020 Technician RR/SA :Sample # ST-39 Classification Reddish brown calyey SILT (ML-CL) with rock fragments Sieve Analysis Sieve Diameter Passing # mm 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 95.3 1/2 12.7 93.6 3/8 9.5 90.5 #4 4.75 87.5 #10 2 83.9 #20 0.85 80.9 #40 0.425 78.5 #60 0.25 76.7 #100 0.15 74.9 #200 0.075 1 72.7 Natural Moisture Content N 35.3 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 Test Method A B x Initial Dry Mass (g) 223.60 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 1000 100 10 1 01 0.01 0.001 100 — - -i I 90 80 70 60 a 50 0 40 30 20 10 0 Jun-19 Checked By: V3 Summary of Earthwork Information for Anson Landfill Prase 3 Cell 2 Rep ort # Test Num ber Test Date Location Pro ctor Ref. Dry Den sity i In Place Moistu Co mp. % Req . Co Dept h/EI ev. Pass/Fail Retest 36 11 5/5/2020 N 3874770. E 576570 P-1 109 16.7 98 95 3 Pass No 361 21 5/5/2020 N 3874760. E 576580 P-1 1 109 17.1 97 951 31 Pass No 36 3 5/5/2020 N 3874790. E 576590 P-1 109 16.81 98 95 4 Pass No 36 4 5/5/2020 N 3874815. E 576560 P-1 109 17.11 97 95 4 Pass No 36 5 5/5/2020 N 3874770. E 576580 P-1 110 17.21 98 95 3 Pass No 37 6 4/30/2020 N 3874760. E 576540 P-1 109 16.6 97 95 4 Pass No 371 7 4/30/2020 N 3874745. E 576570 P-2 104 17 97 951 4 Pass No 371 8 4/30/2020 N 3874780. E 576550 P-2 105 16.9 97 951 3 Pass No 371 9 4/30/2020 N 3874790. E 576540 P-2 105 17.2 97 95 4 Pass No 381 10 4/30/2020 N 3874780. E 576450 P-2 1 105 16.41 98 95 5 Pass No 381 11 4/30/2020 N 3874670. E 576530 P-2 1 105 16.8 97 95 5 Pass No 38 12 4/30/2020 N 3874715. E 576590 P-2 105 16.1 98 95 4 Pass No 38 13 4/30/2020 N 3874685. E 576521 P-2 105 17 981 95 5 Pass No 38 14 4/30/2020 N 3874666 E 576475 P-2 105 17.2 97 95 5 Pass No 39 15 4/30/2020 N 3874600. E 576390 P-1 1091 16.2 98 95 7 Pass No 391 15 4/30/2020 N 3874607 E 576338 P-1 110 16.9 98 95 4 Pass No 39 16 4/30/2020 N 3874577. E 576342 P-1 109 17.6 97 95 4 Pass No 39 17 4/30/2020 N 3874573. E 576346 P-1 110 16.3 98 951 2 Pass No 40 18 5/9/2020 N 3874671. E 576295 P-1 110 16.1 98 95 3 Pass No 40 19 5/9/2020 N 3874600. E 576340 P-1 110 15.7 98 95 3 Pass No 401 20 5/9/2020 N 3874610. E 576300 P-1 109 161 97 95 4 Pass No 40 21 5/9/20201 N 3874560. E 576240 P-1 109 16.71 98 95 2 Pass No 40 22 5/9/2020 N 3874590. E 576200 P-1 L 109 16.9 97 95 2 Pass No 41 23 4/30/2020 N 3874715 E 576540 P-1 109 15.9 98 95 5 Pass lNo 41 24 4/30/2020 N 3874806 E 576540 P-1 109 16.5 97 95 5 Pass No 411 25 4/30/2020 N 3874771 E 576579 P-1 109 15.7 98 95 6 Pass No 411 26 4/30/2020 N 3874780 E 576500 P-1 109 16.21 98 951 5 Pass No 41 27 4/30/2020 N 3874760 E 576600 P-1 109 15.31 97 95 4 Pass No 47 1 5/9/2020 N 3874567. E 576220 P-3 92 27.3 96 95 11 Pass No 47 2 5/9/2020 N 3874535. E 576225 P-3 92 27.2 96 95 1 Pass No 48 3 5/9/2020 N 3874570. E 576210 P-3 92 27.2 96 95 2 Pass No 481 41 5/9/2020 N 3874590. E 576205 P-3 92 27.3 96 95 2 Pass No 48 5 5/9/2020 N 3874630 E 576220 P-4 91 27.51 95 951 1 Pass No 48 6 5/9/2020 N 3874700. E 576230 P-4 92 27.1 96 951 1 Pass No 48 7 5/9/2020 N 3874770. E 576200 P-3 92 27.3 95 95 1 Pass No 48 8 5/9/2020 N 3874740. E 576190 P-3 92 27 96 95 1 Pass No 481 91 5/9/2020 N 3874760. E 576235 P-3 91 27.6 95 95 1 Pass No 48 10 5/9/2020 N 3874745. E 576250 P-3 921 27.41 96 95 1 Pass No 49 11 5/9/2020 N 3874470. E 576380 P-4 91 27.31 95 951 1 Pass No 49 12 5/9/2020 N 3874530. E 576290 P-4 92 27.71 961 9511 1 Pass No 49 13 5/9/2020 N 3874570. E 576350 P-4 92 27.4 96 95 1 Pass No 49 14 5/9/2020 N 3874470 E 576210 P-4 91 27.4 95 95 1 Pass No 49 15 5/9/2020 N 3874350. E 576300 P-4 92 27.8 96 95 1 Pass No 49 16 5/9/2020 N 3874570. E 576340 P-4 92 27.6 96 95 1 Pass No 491 17 5/9/2020 N 3874600. E 576340 P-4 1 92 27.41 96 951 1 Pass No 49 18 5/9/2020 N 3874670 E 576300 P-4 92 27.6 96 95 1 Pass No 50 19 5/9/2020 N 3874600 E 576320 P-3 92 27.1 95 95 1 Pass No 50 20 5/9/2020 N 3874650. E 576340 P-3 92 27.3 96 95 1 Pass No 50 21 5/9/2020 N 3874550. E 576340 P-3 91 27.6 95 95 1 Pass INo 501 22 5/9/2020 N 3874540. E 576280 P-3 92 27.6 96 95 1 Pass No 501 23 5/9/2020 N 3874530. E 576200 P-3 92 27.61 96 951 2 Pass No 50 24 5/9/2020 N 3874570. E 576220 P-3 92 27.8 95 95 2 Pass No 50 25 5/9/2020 N 3874530. E 576230 P-3 92 27.3 96 95 2 Pass No 50 26 5/9/2020 N 3874630. E 576220 P-3 92 27.5 96 95 2 Pass INo 51 27 5/9/2020 N 3874560. E 576335 P-3 92 27.5 96 95 2 Pass No 511 28 5/9/2020 N 3874580. E 576340 P-3 92 27.41 96 951 2 Pass No 51 29 5/9/2020 N 3874600. E 576335 P-3 92 27.4 96 95 2 Pass No 51 30 5/9/2020 N 3874630 E 576310 P-3 92 27.9 95 95 21 Pass No 51 31 5/9/2020 N 3874660. E 576210 P-3 92 27.5 96 95 2 Pass No 51 32 5/9/2020 N 3874650. E 576280 P-3 92 27.6 96 95 2 Pass No 511 33 5/9/2020 N 3874635. E 576315 P-3 91 27.8 95 95 2 Pass No 51 34 5/9/2020 N 3874640. E 576290 P-3 92 27.41 96 95 2 Pass No 51 35 5/9/2020 N 3874590. E 576240 P-3 92 27.5 96 951 2 Pass No 51 36 5/9/2020 N 3874585. E 576235 P-3 92 27.6 96 95 2 Pass No 52 37 5/10/2020 N 3874440. E 576350 P-4 92 28.1 96 95 2 Pass No 521 38 5/10/2020 N 3874445. E 576340 P-4 92 28 96 95 2 Pass No 52 39 5/10/2020 N 3874440. E 576300 P-4 92 28.11 96 95 2 Pass No 52 40 5/10/2020 N 3874550 E 576220 P-4 92 27.9 96 95 2 Pass No 52 41 5/10/2020 N 3874510. E 576250 P-4 92 27.81 96 95 2 Pass No 52 42 5/10/2020 N 3874530. E 576310 P-4 92 28.1 96 95 2 Pass No 521 43 5/10/2020 N 3874600. E 576250 P-4 92 28 96 95 3 Pass No 521 44 5/10/2020 N 3874460. E 576300 P-4 92 27.81 96 951 3 Pass No 52 45 5/10/2020'N 3874490. E 576220 P-4 92 28 96 95 3 Pass No 52 46 5/10/2020 N 3874480. E 576300 P-4 92 27.7 96 95 3 Pass No 53 47 5/10/2020 N 3874600 E 576350 P-5 92 27.9 97 95 3 Pass No 53 48 5/10/2020 N 3874550. E 576340 P-5 91 28.5 96 95 3 Pass No 531 49 5/10/2020 N 3974530. E 576300 P-5 91 28.31 96 95 3 Pass No 53 50 5/10/2020 N 3874510. E 576250 P-5 91 28.3 96 951 3 Pass INo 53 51 5/10/2020 N 3874560. E 576205 P-5 91 27.8 97 95 3 Pass No 53 52 5/10/2020 N 3874580. E 576200 P-5 91 28 96 95 3 Pass No 53 53 5/10/2020 N 3874640. E 576320 P-5 91 28 96 95 3 Pass No 531 54 5/10/2020 N 3874650. E 576350 P-5 91 28.1 96 95 3 Pass No 124 28 8/6/2020 N 3874660/ E 576450 P-1 1 1101 16.71 981 951 4 Pass INo 1241 29 8/6/2020 N 3874865/ E 576520 P-1 1 1101 161 981 951 3 Pass INo 124 30 8/6/2020 N 3874666/ E 576520 P-1 110 15.8 99 95 4 Pass No 124 31 8/6/2020 N 3874710/ E 576345 P-1 110 16.4 98 95 3 Pass No 125 32 8/6/2020 N 3874745/ E 576400 P-1 110 16.5 98 95 3 Pass No 125 33 8/6/2020 N 3874600/ E 576455 P-1 109 15.8 98 95 4 Pass No 125 34 8/6/2020 N 3874500/ E 576400 P-1 110 16.21 99 95 3 Pass No 125 35 8/6/2020 N 3874540/ E 576550 P-1 109 16.3 98 951 3 Pass No 132 55 8/13/2020 N 3874685/ E 567520 P-5 90 27.1 96 95 1 Pass No 132 56 8/13/2020 N 3874570/ E 567400 P-5 91 26.9 96 95 1 Pass No 132 57 8/13/2020 N 3874700/ E 567420 P-5 90 27 96 95 1 Pass No 1321 58 8/13/2020 N 3874600/ E 567500 P-5 91 27.1 96 95 11 Pass No 132 1 59 8/13/2020 N 3874650/ E 567550 P-5 91 26.81 96 951 1 Pass No 132 60 8/13/2020 N 3874760/ E 567640 P-5 91 27 96 95 1 Pass No 133 61 8/13/2020 N 3874800/ E 576540 P-6 95 27.2 95 95 1 Pass No 133 62 8/13/2020 N 3874760/ E 576540 P-6 94 27.4 95 95 1 Pass No 133 63 8/13/2020 N 3874700/ E 576500 P-6 95 27.2 951 95 1 Pass No 133 64 8/13/2020 N 3874670/ E 576490 P-6 95 27.8 96 95 1 Pass No 1331 65 8/13/2020 N 3874720/ E 576560 P-6 95 27.6 96 95 1 Pass No 133 66 8/13/2020 N 3874680/ E 576420 P-6 96 27.8 96 95 1 Pass No 134 67 8/13/2020 N 3874570/ E 576345 P-7 1 93 26.81 97 951 2 Pass No 134 68 8/13/2020 N 3874577/ E 576400 P-7 93 27.11 97 95 2 Pass No 134 69 8/13/2020 N 3874660/ E 576500 P-7 93 27 97 95 2 Pass No 1341 70 8/13/2020 N 3874710/ E 576510 P-7 93 26.9 97 95 2 Pass No 134 71 8/13/2020 N 3874765/ E 576590 P-7 93 27.1 97 95 2 Pass No 134 72 8/13/2020 N 3874810/ E 576540 P-7 92 27.3 96 95 2 Pass No 135 73 8/13/2020 N 3874680/ E 576545 P-7 93 271 97 951 2 Pass No 135 74 8/13/2020 N 3874725/ E 576450 P-7 92 27.51 96 95 2 Pass No 1351 75 8/13/2020 N 3874685/ E 576480 P-7 92 26.9 96 95 2 Pass No 135 75 8/13/2020 N 3874610/ E 576510 P-7 92 27.4 96 95 2 Pass No 135 76 8/13/2020 N 3874570/ E 576400 P-7 92 27.5 96 95 2 Pass No 135 77 8/13/2020 N 3874600/ E 576475 P-7 92 26.91 96 951 2 Pass No 136 78 8/13/2020 N 3874805/ E 576560 P-8 90 27.81 96 95 3 Pass No 1361 79 8/13/2020 N 3874760/ E 576500 P-8 91 26.9 97 95 3 Pass No 1361 80 8/13/2020 N 3874610/ E 576550 P-8 90 27.1 97 95 3 Pass No 136 81 8/13/2020 N 3874670/ E 576420 P-8 90 27.3 97 95 3 Pass No 137 82 8/13/2020 N 3874660/ E 576470 P-8 90 27.3 961 95 3 Pass No 137 83 8/13/2020 N 3874710/ E 576575 P-8 90 26.9 97 95 3 Pass No 137 84 8/13/2020 N 3874770/ E 576540 P-8 90 27.5 96 95 3 Pass No 1371 85 8/13/2020 N 3874790/ E 576600 P-8 90 26.8 97 95 3 Pass No 138 86 8/13/2020 N 3874680/ E 576345 P-8 1 90 27.41 96 95 3 Pass No 138 87 8/13/2020 N 3874580/ E 576400 P-8 90 26.8 971 95 3 Pass No 138 88 8/13/2020 N 3874600/ E 576460 P-8 90 27.3 96 95 3 Pass No 138 89 8/13/2020 N 3874720/ E 576380 P-8 90 27 97 95 3 Pass No 1381 90 8/26/2020 N 3874722/ E 576290 P-8 90 26.9 97 95 3 Pass No 1391 91 8/13/2020 N 3874560/ E 576440 P-8 1 901 26.91 97 95 3 Pass No 139 92 8/13/2020 N 3874610/ E 576375 P-8 901 27.1 961 95 3 Pass No 139 93 8/13/2020 N 3874690/ E 576450 P-8 90 27.6 96 95 3 Pass No 139 94 8/13/2020 N 3874725/ E 576470 P-8 90 27.3 96 95 3 Pass No 140 95 8/13/2020 N 3874670/ E 576440 P-8 90 27 97 95 3 Pass No 1401 96 8/13/2020 N 3874580/ E 576450 P-8 90 26.8 96 95 3 Pass No 140 97 8/13/2020 N 3874540/ E 576500 P-8 90 27.31 96 951 3 Pass No 140 98 8/13/2020 N 38744510/ E 576400 P-8 90 27 961 95 3 Pass No 140 99 8/13/2020 N 3874710/ E 576500 P-8 90 27.2 96 96 3 Pass No 140 100 8/13/2020 N 3874750/ E 576570 P-8 90 26.9 97 95 3 Pass No 1411 101 8/13/2020 N 3874800/ E 576500 P-8 90 27.1 96 95 3 Pass No 141 102 8/13/2020 N 3874790/ E 576580 P-8 1 901 271 96j 951 3 Pass No 141 103 8/13/2020 N 3874760/ E 576550 P-8 1 901 27.21 961 95 3 Pass No 141 104 8/13/2020 N 3874740/ E 576560 P-8 90 27 96 95 3 Pass No Section 4 Protective Cover BASIS MNSULrnNc SERVICES REPORT OF CONSTANT HEAD PERMEABILITY TEST RESULTS (ASTM 2434) Project Name: Anson County Landfill Cell 3 Phase 2 Project Number: 204558 Date: 01/29/2020 Type Material: Sand Hydraulic Conductivity Location cm/s PC-01 [ 4.03E-02 Oasis Consulting Services Phone: 678-739-2400 45 Woodstock Street Fax: 770-552-5550 Roswell, GA, 30076 OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 ,Client 'Waste Connections of Carolinas Project Name Anson County Landfill Phase 3 Cell 2 Project Number 204558 Date 1/25/2020 ITechniclan RR/SL Sample # PC-01 Classification Tan sand (SP) Sieve Analysis Sieve Diameter Passing # mm 4'0 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/8 9.5 100.0 #4 4.75 100.0 #10 2 100.0 #20 0.85 90.5 #40 0.425 54.1 #60 0.25 27.7 #100 0.15 10.9 #200 0.075 3.4 Natural Moisture Content W 1.5 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 960 Test Method A B x Initial Dry Mass {g) 384.45 OASIS CONSULTING SERVICES PERMEABILITY TEST REPORT (ASTM D2434) CLIENT: Waste Connections Received from: Jobsite Type Test: Constant Head Type Sample: Tan Sand (SP) Technician: KN/RR 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 DATE: 2/28/20 LAB NO.: 4626 PROJECT: Anson County Landfill Phase 3 Cell 2 Project No. 204558 SAMPLE LOCATION DESCRIPTION PERMFABE= K ID. cm/s) Sand 2 BOR Sand 2.86 x 10-2 Notes: 1) Permeant liquid: Tap Water Respectfully Submitted, OASIS CONSULT114G QrVICES DA Y, P.E. Laborat ry Manager, Rev 10-11-19 OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas Project Name . Anson County Landfill Phase 3 Cell 2 Project Number 204558 Date 2/28/2020 ITechniclan SL/KN Sample # Sand 2 Borrow site Classification jTan sand (SP) 1000 100 90 80 70 60 a, 50 40 30 -- 20 - - - 30 0 Jun-19 Sieve Analysis Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/8 9.5 100.0 #4 4.75 100.0 #10 2 99.9 #20 0.85 93.2 #40 0.425 58.8 #60 0.25 28.2 #100 0.15 9.6 #200 t 0.075 2.9 Natural Moisture Content (%) 5.4 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 960 Test Method A B x Initial Dry Mass (KI 205.73 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 100 10 1 0.1 0.01 Checked By: 0.001 '1'E• ST I.il I,,L) ENGINE,EItING 1874 Forge Street Tucker, GA 30084 Phone: 770-938-8233 Tested By RI SOIL Fax:770-923-8973 Date 0=3120 TESTS, LLC Web: wwy.Lest-IIc,com AAA Checked By Client Pr. # 204558 Lab. PR. # 2065-05-1 Bulk Pr Name Anson County Landflll,Cell 2 Phase 3 S. Type Sample ID 3329615and 2 DepthiFlev. Location Borrow Site Add. Info ASTM D 3042 Standard Test Method for Insoluble Residue in Carbonate Aggregates Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 1170.00 Dry Mass of Material (Plus No 200 sieve fraction) before Test, g 64390 Dry Mass of Material (Plus No 200 sieve Insoluble Residue) after Test & Tare, g 116470 Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 638.60 Mass of Tare, g 526.10 Insoluble Residue, % 9918 Carbonate Content (Soluble fraction), % 0.82 Reported Carbonate Content, % 0•8 REMARKS 1. Solution of 6N HCI used for testing. 2. HCI was added in increments in order to completely finish reaction of the carbonate fraction 3 Material retained on No 200 sieve used for testing DESCRIPTION Nil USCS NA AASHTO NA OASIS CONSULTING SERVICES PERMEABILITY TEST REPORT (ASTM D2434) CLIENT: Waste Connections Received from: Jobsite Type Test: Constant Head Type Sample: Tan gray Sand (SP) Technician: KN/RR 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 DATE: 2/28/20 LAB NO.: 4626 PROJECT: Anson County Landfill Phase 3 Cell 2 Project No. 204558 SAMPLE LOCATION DESCRIPTION pERMF.ABUM K ID. cm/s Sand 3 BOR Sand 2.26 x 10-Z Notes: 1) Permeant liquid: Tap Water Respectfully Submitted, OASIS CONSUL ILL D Y, P.E. Laborat Manager. Rev 10-11-19 VICES OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas Project Name Anson County Landfill Phase 3 Cell 2 Project Number 204558 Date 2/28/2020 Technician SL/KN Sample # Sand 3 Borrow site Classification Tan gray sand (SP) 1000 100 90 = -- - 80 -- 70 - Sieve Analysis Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/8 9.5 100.0 #4 4.75 100.0 #10 2 100.0 #20 0.85 95.9 #40 0.425 61.1 #60 0.25 29.7 #100 0.15 10.0 #200 1 0.075 1 2.3 Natural Moisture Content (%) 5.4 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 960 Test Method A B x Initial Dry Mass (g) 204.83 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 100 10 1 0.1 0.01 0.001 60------- --- w ,—° 50 .. X 40 — ---- -- 30 — 20 10 - 0 Jun-19 Checked By: Z: cyT 111 F,LY ENGINF,F,RI G 1874 Forge Street Tucker, GA 30084 Phone 770-938-8233 Tested By RI Soil. Fax:770-923-8973 Date 03103r20 Tt—,STS, LLC Web: w.rv_Lgsf-! c,com A.A� Checked By o& Client Pr. # 204558 Lab. PR. # 2065-05-1 Bulk Pr. Name Anson County Landfill.Cell 2 Phase 3 S. Type Sample ID 33297/Sand 3 Depth/Elev. - Location Borrow Site Add. I,:fo ASTM D 3042 Standard Test Method for Insoluble Residue in Carbonate Aggregates Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 1081.30 Dry Mass of Material (Plus No.200 sieve fraction) before Test, g 647.50 Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test & Tare, g 1077.00 Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 64320 Mass of Tare, g 433.80 Insoluble Residue, % 99.34 Carbonate Content (Soluble fraction), % 0.66 Reported Carbonate Content, % 0.7 REMARKS 1. Solution of 6N HCI used for testing. 2. HCI was added in increments in order to completely finish reaction of the carbonate fraction 3. Material retained on No 200 sieve used for testing DESCRIPTION NA USCS NA AASHTO NA r OASIS IS CONSULTING SERVICES 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 PERMEABILITY TEST REPORT (ASTM D2434) DATE: 3/31 /20 LAB NO.: 4641 CLIENT: Waste Connections of Carolinas PROJECT: Anson County Landfill Phase 3 Cell 2 Project No. 204558 Received from: Jobsite Type Test: Constant Head Type Sample: Dark gray Sand (SP) Technician: SA/DW SAMPLE LOCATION DESCRIPTION PERMLABILTTI' K ID. (cm/s) PC -Al Rockingham- I Sand 3.47 x 10-3 Notes: 1) Permeant liquid: Tap Water Respectfully Submitted, OASIS CONSULT G SERVICES t 1 D J. BRAY, P.E. Laboratory Manager, Rev 10-11-19 [►I VIA' Fi1C.I\1Lh:RI\'C 1874 Forge Street Tucker, GA 30084 Phone: 770-938-8233 Tested By RI SOIL. Fax:770-923-8973 �' Date 0312600 TESTS, IAX Web: www.test-llc.com AA S Nr Checked By Ghent Pr. # 204558 Lab PR. # 2065-05-2 Bulk Pr. Name Anson County Landfill,Ceil 2 Phase 3 S. Type Sample ID 33591/PC-A1 Rockingham #4641 DepihlFlev. Localion a Add. Info ASTM D 3042 Standard Test Method for Insoluble Residue in Carbonate Aggregates Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 955.80 Dry Mass of Material (Plus No 200 sieve fraction) before Test, g 516.60 Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test & Tare, g 948.10 Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 508.90 Mass of Tare, g 439.20 Insoluble Residue, % 9851 Carbonate Content (Soluble fraction), % 1.49 Reported Carbonate Content, % 1.5 REMARKS 1. Solution of 6N HCI used for testing. 2. HCI was added in increments in order to completely finish reaction of the carbonate fraction 3 Material retained on No.200 sieve used for testing DESCRIPTION NA USCS NA AASHTO NA OASIS CONSULTING `S SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas (Project Name .Anson County Ladfill Phase 3 Cell 2 (Project Number 204558 (Date 3/31/2020 Technician SA/SL :Sample # PC -Al Rockingham Classification 1 Dark gray silty SAND (SM) Sieve Analysis Sieve Diameter Passing # mm 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/8 9.5 100.0 #4 4.75 99.1 #10 2 78.2 #20 0.85 50.9 #40 0.425 33.5 #60 0.25 24.4 #100 0.15 17.0 #200 1 0.075 1 12.7 Natural Moisture Content K 4.3 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 130 B Ejest Method x Initial Dry Mass (g) 875.59 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 1000 100 10 1 0.1 0.01 0.001 100 90 80 k -- 70 — - 60 -- <u �—y 50 2e 40 - 30 20 - 10 0 Jun-19 Checked By: DB IMELY ENGINEERING SOIL TEsTl9, LLC 1874 Forge Street Tucker, GA 30084 Phone-, 770-938-8233 / /t Fox. 770-923-8973 r�{ I�t]� Web: www.test-Ilc.com AA� Tested By Date L;0120 Checked By Chant Pr. # Pr. Name Sample ID Location 204558 Lah. PR. # 2065.05.2 S. Type Bulk Deplh Eley. Add. Info Anson County Landfill,Cell 2 Phase 3 335911PC-Al Rockingham #4641 - ASTM D 3042 Standard Test Method for Insoluble Realdue In Carbonate Aggregates Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 955.80 Dry Mass of Material (Plus No.200 sieve fraction) before Test, g 516.60 Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test & Tare, g 948.10 Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 508.90 Mass of Tare, g 439.20 Insoluble Residue, % 98.51 Carbonate Content (Soluble fraction), % 1.49 Reported Carbonate Content, % 1.6 REMARKS 1. Solution of 6N HCI used for testing. 2. HCI was added in Increments in order to completely finish reaction of the carbonate fraction 3. Material retained on No.200 sieve used for testing DESCRIPTION USCS NA AASHTO 7NA V-1 � I -Zo OASIS CONSULTING SERVICES PERMEABILITY TEST REPORT (ASTM D2434) CLIENT: Waste Connections of Carolinas Received from: Type Test: Type Sample: Technician: Jobsite Constant Head Tan gray Sand (SP) SA/RR 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 DATE: 3/16/20 LAB NO.: 4637 PROJECT: Anson County Landfill Phase 3 Cell 2 Project No. 204558 SAMPLE LOCATION DESCRIPTION pERMF ARILITy K ID. cm/s) PC-01 - Sand 1.63 x 10-2 Notes: 1) Permeant liquid: Tap Water Respectfully Submitted, OASIS CONS TINT SERVICES D BRA , P.E. L oratory• Manager, Rev 10-11-19 r } - OASIS 45 Woodstock Street CONSULTING Roswell, Georgia 30075 SERVICES 678-739-2400 Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) Client 'Waste Connections of Carolinas (Project Name , Anson County Landfill Phase 3 Cell 2 Project Number 204558 Date 2/28/2020 Technician SL/KN Sample # Sand 2 Borrow site C7 Z Classification ITan sand (5P) 1000 100 Sieve Analysis Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/8 9.5 100.0 #4 4.75 100.0 #10 2 99.9 #20 0.85 93.2 #40 0.425 58.8 #60 0.25 28.2 #100 0.15 9.6 #200 1 0.075 1 2.9 Natural Moisture Content (%) 5.4 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 960 Test Method A B x Initial Dry Mass (g) 205.73 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 100 10 1 0.1 0.01 0.001 90 - - - BO 70 - 60 d 50 ae 40 - - 30 - -- 20 10 D Jun-19 Checked By: TE• i N uix E GINI,,F.R1NG 1874 Forge Street Tucker, GA 30084 Phone:770-938-8233 Tested By Pi LSoII. Fax' 770-923-8973 4��%Date 03?01% TESTS, UX Web: www.test-Ilc.com A A s-753 Checked By Client Pr. # 204558 Lab. PR. #1 2065-05-1 Bulk Pr. Name Anson County Landflll,Cell 2 Phase 3 S. Type Sample ID 332961Sand2 DepthlElev. Location Borrow Site Add. Info ASTM D 3042 Standard Test Method for Insoluble Residue in Carbonate Aggregates Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 117000 Dry Mass of Material (Plus No.200 sieve fraction) before Test, g 643.90 Dry Mass of Material (Plus No 200 sieve Insoluble Residue) after Test & Tare, g 1164.70 Dry Mass of Material (Plus No 200 sieve Insoluble Residue) after Test, g 638.60 Mass of Tare, g 526.10 Insoluble Residue, % 99.18 Carbonate Content (Soluble fraction), % 0.82 Reported Carbonate Content, % 0•8 REMARKS 1. Solution of 6N HCI used for testing. 2. HCl was added in increments in order to completely finish reaction of the carbonate fraction 3. Material retained on No.200 sieve used for testing DESCRIPTION NA USCS NA AASHTO EiD OASIS CONSULTING SERVICES PERMEABILITY TEST REPORT (ASTM D2434) CLIENT: Waste Connections Received from: Jobsite Type Test: Constant Head Type Sample: Tan Sand (SP) Technician: KN/RR 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 DATE: 2/28/20 LAB NO.: 4626 PROJECT: Anson County Landfill Phase 3 Cell 2 Project No. 204558 SAMPLE LOCATION DESCRIPTION PERM -4-BE Ty K ID. cm/s) Sand 2 BOR Sand 2.86 x 10-2 Notes: 1) Permeant liquid: Tap Water Respectfully Submitted, OASIS;ry SULT G rVICES 1 r' DA Y, P.E. Laboraanager, Rev 10-11-19 OASIS CONSULTING 1 SERVICES CLIENT: Waste Connections Received from: Type Test: Type Sample: Technician: PERMEABILITY TEST REPORT (ASTM D2434) Jobsite Constant Head Tan gray Sand (SP) KN/RR 45 Woodstock Street Roswell, Georgia 30075 Phone: (678) 739-2400 DATE: 2/28/20 LAB NO.: 4626 PROJECT: Anson County Landfill Phase 3 Cell 2 Project No. 204558 SAMPLE LOCATION DESCRIPTION PERMEABILPI'Y K ID. (cm/s Sand 3 BOR I Sand 2.26 x 10-2 Notes: 1) Permeant liquid: Tap Water Respectfully Submitted, OASIS CONSUL VICES D Y, P.E. LaboratcdManager, Rev 10-11-19 OASIS CONSULTING SERVICES Report of Grain Size Analysis of Material Larger Than #200 Sieve (ASTM D422), (ASTM D1140) 45 Woodstock Street Roswell, Georgia 30075 678-739-2400 Client Waste Connections of Carolinas (Project Name Anson County Landfill Phase 3 Cell 2 iProject Number 204558 Date 2/28/2020 ITschnirian SL/Kh Sample # Sand 3 Borrow site [ . O Classification ITan gray sand (SP) 1000 100 90 so - 70 - r'= d so 40 Sieve Analysis Sieve Diameter Passing # mm % 2 50.8 100.0 1.5 38.09 100.0 1 25.4 100.0 3/4 19.04 100.0 1/2 12.7 100.0 3/8 9.5 100.0 #4 4.75 100.0 #10 2 100.0 #20 0.85 95.9 #40 0.425 61.1 #60 0.25 29.7 #100 0.15 10.0 #200 1 0.075 1 2.3 Natural Moisture Content (%) 5.4 Wash #200 Soak Time (At least 120 min to the nearest 10 min) 960 Test Method A B x Initial Dry Mass (g) 204.83 Grain Size Distribution of Material Larger Than #200 Sieve Diameter (mm) 100 10 1 0.1 0.01 0.001 Jun-19 Checked By: . S.T 1 MEIN E\GINFERING 1874 Forge Street Tucker, GA 30084 Phone: 770-938-8233 � Tested By RI FE Soil, Fax:770-923-8973 Date 03/03/20 L i1-,S S, LIX Web: WWrv.l85t-11C.Cam AA� .... . Checked By Client Pr. # 204559 Lab. PR. # 2065-05-1 sulk Pr. Name Anson County Landlii1,Cell 2 Phase 3 S Type Sample ID 332971Sand 3 Depth/Elev. Location Borrow Site Add. Info ASTM D 3042 Standard Test Method for Insoluble Residue in Carbonate Aggregates Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 1081 30 Dry Mass of Material (Plus No.200 sieve fraction) before Test, g 647.50 Dry Mass of Material (Plus No 200 sieve Insoluble Residue) after Test & Tare, g 107700 Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 643.20 Mass of Tare, g 433 80 Insoluble Residue, % 99.34 Carbonate Content (Soluble fraction), % 0.66 Reported Carbonate Content, % 0•7 REMARKS 1. Solution of 6N HCI used for testing. 2. HCI was added in increments in order to completely finish reaction of the carbonate fraction 3. Material retained on No.200 sieve used for testing DESCRIPTION NA USCS NA AASHTO NA Section 5 LCS Aggregate ] E S,T, fML,I.Y ENGIN1,,1,RI\G 1874 Forge Street Tucker, GA 30084 Phone: 770-938-8233 Tested By RI Fax:770-923-8973 Date 03/26/20 tJ ►Sol]. i 1.hTs, mx Web: www.test-Ilc com AA S I —I D Checked By Client Pr. # 204558 Lab. PR 2065.05-2 Bulk Pr. Name Anson Cc unty Landflil,Cel12 Phase 3 S. Type - Sample ID 33591/PC-Al Rockingham 114641 Depth/Elev. - Location Add. Info ASTM D 3042 Standard Test Method for Insoluble Residue in Carbonate Aggregates Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g Dry Mass of Material (Plus No 200 sieve fraction) before Test, g Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test & Tare, g Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g Mass of Tare, g Insoluble Residue, % Carbonate Content (Soluble fraction), % Reported Carbonate Content, % REMARKS 1. Solution of 6N HCI used for testing. 2. HCI was added in increments in order to completely finish reaction of the carbonate fraction 3. Material retained on No.200 sieve used for testing DESCRIPTION qA USCS NA AASHTO NA 955.80 516.60 948.10 508.90 439.20 98.51 1.49 1.5 r•/ &7 up—��j ENGINE '1'IMEI.Y �T. TE�'rs, I. SOIL ERING LC Client Pr. # Pr. Name Anson Landfill Cell 3,2 Sample ID 32957/ #1 Location �^ R 1874 Forge Street Tucker, GA 30084 Phone: 770-938-8233 Fax: 770-923-8973 Web: www.test-llc.com Lab. PR. # S. Type Depth/Elev. Add. Info Tested By RI Date 01/3100 AA S H 13 Checked By 2065-03-1 Bulk ASTM D 3042 Standard Test Method for Insoluble Residue in Carbonate Aggregates Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 1080.50 Dry Mass of Material (Plus No.200 sieve fraction) before Test, g 638.30 Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test & Tare, g 1076.90 Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 634.70 Mass of Tare, g 442.20 Insoluble Residue, % 99.44 Carbonate Content (Soluble fraction), % 0.56 Reported Carbonate Content, % 0.6 RFAAARKS 1. Solution of 6N HCI used for testing 2. HCI was added in increments in order to completely finish reaction of the carbonate fraction 3. Material retained on No.200 sieve used for testing DESCRIPTION NA LISCS NA AASHTO NA 1874 Forge Street Tucker, GA 30084 Phone: 770-938-8233 Fax: 770-923-8973 Web: www.test-llc.com Lab. PR. # S. Type Depth/Elev. Add. Info Tested By RI Date 01/3100 AA S H 13 Checked By 2065-03-1 Bulk ASTM D 3042 Standard Test Method for Insoluble Residue in Carbonate Aggregates Determination of the Plus No. 200 Size Fraction of Insoluble Residue and Carbonate Content Dry Mass of Material (Plus No.200 sieve fraction) before Test & Tare, g 1080.50 Dry Mass of Material (Plus No.200 sieve fraction) before Test, g 638.30 Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test & Tare, g 1076.90 Dry Mass of Material (Plus No.200 sieve Insoluble Residue) after Test, g 634.70 Mass of Tare, g 442.20 Insoluble Residue, % 99.44 Carbonate Content (Soluble fraction), % 0.56 Reported Carbonate Content, % 0.6 RFAAARKS 1. Solution of 6N HCI used for testing 2. HCI was added in increments in order to completely finish reaction of the carbonate fraction 3. Material retained on No.200 sieve used for testing DESCRIPTION NA LISCS NA AASHTO NA S-:.,\ qc - 9UBM[TTAL LETTER 7--i- !=... 7815 National E—i— Rd. -Suit, 606 NC 27409 TEL: 336.906.0022 PROJECT NAME: Anson Landfill Cell 3 Expansion Sequoia EROJ 0: NC-03075 OWNER: Waste Connections, Inc. CQA: oasis CONTRACTOR: Sequoia Services PEC./Dra,119 H: 9 999 SEQUENCE. NO.: 4 SUBMISSION TYPE: Original SUBMITTAL DESCRE: Misc. Submittals frOM Drawings ASTM Refe.e.— SUBMITTAL NO.: 009 SUBMITTAL DATE: 2/1312020 OWNERS P,,j.N: omiBEs REP: Nelson Breeden CA Rep.: Mike Monteleone CONTRACTORS REP: Philip Banks SUBCONTRACTOR: SUPPLIER/M ... f,tr: Material sales Attached — submittal info as referenced. P1.... return areviewed/approved ..braitt.1 to bc ... Thanks .11 have except as noiet. BY: Bruce Sekalyff' Data: Bruce Sekaly QC Manager` APPROVAL/NOTES: N 10 e7t'e C�� 1,4 AQUADALE QUARRY HEDRICK INDUSTRIES 12423 Old Aquadale Road, Norwood, NC 28128 1 704-827-8114 February 12, 2020 Bruce Sekaly Sequoia Services, LLC Subject: Certification Letter Dear Mr. Sekaly This letter is to certify that the Rip Rap furnished by Aquadale Quarry meets NCDOT standards and is listed on the state approved list. Aquadale Quarry is an active participant in the NCDOT QC/QA program and our materials are tested daily by a qualified QC/QA Technician and annually by NCDOT personnel. These results are available upon request. This is to certify our Rip Rap meets gradation from the point of shipment. Thanks for the opportunity to supply your aggregate needs. Sincerely, Samuel Bridges Lead QC/QA Technician Hedrick Industries Hedrick Industries is providing these test results for information purposes only. There are a variety of tests that can be used in connection with determining suitability of aggregates in specific applications and a variety of methods to mitigate potential degradation and deterioration depending upon the use of the product and other circumstances. Nothing in this letter or report represents or warrants the reliability of the tests used herein whether other tests would be more appropriate or reliable, and/or whether any mitigation factors referenced in this letter or report are effective or the most appropriate, all of which you would determine based on the end use and other factors. HEDRICK INDUSTRIES HEARBY EXCLUDES ANY AND ALL WARRANTIES OF FITNESS FOR ANY PARTICULAR PURPOSE, AND ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED, AS TO THE PERFORMANCE OF ITS AGGREGATE. sam.bridges@l)edrickind.com lwww.hedrickind.com Date Test #: QC #: AQUADALE QUARRY HEDRICK INDUSTRIES #57 Gradation Report 2/3/20 Address: 12423 Old Aquadale Road Norwood, NC 28128 704-474-3165 1 1/2" (37.5mm) lWeightRetained 0 PercentRetained 0 Percent Passing IP 100 Required Limits 100 1" (25mm) 0.00 0.0 100.0 95 - 100 3/4" (19mm) 2.20 8.7 91.3 N/A 1/2" (12.5mm) 16.80 66.1 33.9 25 - 60 3/8" (9.5mm) 22.10 87.0 13.0 N/A #4 (4.75mm) 24.90 98.0 2.0 0 - 10 #8 (2.36mm) 25.15 99.0 1.0 0-5 #200 (75um) 25.40 100.0 0.0 1 0 - .6 Total Weight 25.40 Pass/Fail Technician Pass K. Watkins Test Methods included: (NCDOT QC/QA Program Standards), (AASHTO T2, T27, T248), (ASTM C136, C702, D75 �AQUADALE QUARRY HEDRICK INDUSTRIES Date: 10/9/19 Test #: 0 QC #: 0 #467M Gradation Report Address: 12423 Old Aquadale Road Norwood, NC 28128 704-474-3165 Sieve Size Akyeight 2" (50mm) Retained 0 Percent Retained 0 Percent Passing1l 100 Required Limits 100 1 1/2" (37.5mm) 0.00 1 0 100 95 - 100 1" (25mm) 6.00 24.6 75.4 N/A 3/4" (19mm) 17.50 71.7 28.3 35 - 70 1/2" (12.5mm) 23.90 98.0 2.0 N/A 3/8" (9.5mm) 24.10 98.8 1.2 0 - 30 #4 (4.75mm) 24.25 99.4 0.6 0-5 #200 (75um) 24.40 100.0 0.0 0 - .6 Total Weight 24.40 Pass/Fail: Pass Technician: S. Golden Test Methods included: (NCDOT QC/QA Program Standards), (AASHTO T2, T27, T248), (ASTM C136, C702, D75 APPENDIX C MANUFACTURERS' QUALITY CONTROL CERTIFICATES Section 1 HDPE Geomembrane SKAPS INDUSTRIES 571 INDUSTRIAL PARKWAY COMMERCE, GA, 30529 Phone: (706) 336-7000 Fax: (706) 336-7007 www.skaps.com Order Summary Customer Name: Waste Connections Inc Project Name: WCI Anson LF Phase 3 Cell 2. NC Customer PO#: 6115-20-0004 Sales Order #: 31 C2000049 SR Product Ordered CITY Shipped CITY Balance CITY 1 60-HD-1 1 -BLK-BLK-AVG-STD-23.5 541,205.00 483,630.00 57,575.00 2 40-HD-00-BLK-BLK-AVG-STD-23.5 38,540.00 38,540.00 0.00 3 HD-BLK-5 33.00133.00 0.00 Shipment Summary SR Ship Date BOIL # Product Shipped CITY # of Roll # of Spools Broker 1 4/13/20 301312000194 HD-60T2 AVG 126,665.00 11 0 Sunteck/TTS 2 4/13/20 301312000195 HD-BLK-5 33.00 0 33 Sunteck/TTS 3 4/13/20 301312000195 HD-60T2 AVG 126,759.00 11 0 Sunteck/TTS 4 4/14/20 301312000198 IHD-60T2 AVG 126,665.00 11 0 Sunteck/TTS 5 4/14/20 301312000199 IHD-40S 38,540.00 2 0 Sunteck/TTS 6 4/14/20 301312000199 1HD-60T2 AVG 103,541.00 9 0 Sunteck/TTS r- Total: 522,203.00 44 33 /NOWPROD/jbossnow/deploy/now.ear/nowui.war/reports/com/ihc/n 2020-04-14 17:11:51 Page 1 of 1 STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE SKAPS Industries 571 INDUSTRIAL PARKWAY COMMERCE, GA, 30529 Phone: (706) 336-7000 Fax: (706) 336-7007 www.skaDs.com SHIP -TO: Project: WCI Anson LF Phase 3 Cell 2, NC Address: 375 Dozer Drive City, State, Zip: Polkton, NC, 28135 Contact: Tim Phone: 252-676-5896 Product Code: 60-HD-11-BLK-BLK-AVG-STD-23.5 No Roll# Sq.Ft. 1 3111001741 11,515.00 2 3111001742 11,515.00 3 3111001743 11,515.00 4 1 3111001744 11,515.00 5 3111001771 11,515.00 6 3111001777 11,515.00 7 3111001779 11,515.00 8 3111001785 11,515.00 9 3111001787 11,515.00 10 1 3111001788 11,515.00 11 1 3111001790 11,515.00 Total Rolls: 11 Total Sq Feet: 126,665.00 Total Weight (lbs): 45,227.00 Driver sign below if you have received above mentioned items Driver's Sign: ��•„f.,r� 2•� a� Bill of Lading #: 301312000198 Ship Date: 4/14/20 Sales Order #: 31 C2000049 Customer Name: Waste Connections Inc Cust. P.O. #: 6115-20-0004 Ship Via: Flatbed Delivery Terms: Plant / PPA Container #: Seal #: SIGN HERE FOR SHIPPER: SHIPPER ADDRESS: 571 INDUSTRIAL PKWY. COMMERCE, GA 30529 ATTN RECEIVER: Please sign below if you have received the items mentioned on the BOL and any discrepencies must be reported to SKAPS Industries within 7 days of receipt of goods. Receiver Print Name Receiver's Signature Receive Date Receiver's Company Name Driver R?,g}tirements- 1) For Monday delivery driver must call on Friday. 2) Driver must call 706-336-7000 when unloaded. 3) Driver must call and advise of any delay in transit. 4) A copy of this bill -of -lading must accompany freight invoice, failure to do this will result in delayed payments. Driver's Name: I`lZc� ro Vd,7 Driver's Cell Phone #: Trucking Co.: Trucking Co. Phone #: Broker: Sunteck/TTS Date: 4/14120 Truck Departure Time: 2- 1 5 '= Driver's Instructions : )river must call site contact 24 hours prior to delivery )elivery Timings: 7:30am-4:30pm nterorise Shim er : 10187736 CARRIER MUST COLLECT THE FREIGHT FROM THE BROILER ONLY Received at Commerce, GA from SKAPS Industries the property described above, in apparent good order except as noted (contents and condition of packages unknown), marked, consigned, and destined as indicated above, which said Carrier (the word "Carrier being understood throughout this Shipping Order as meaning the person or corporation In possession of the property) agrees to carry to the place of delivery at said destination. It is mutually agreed as to each Carrier of all or any of said property, over all or any portion of said route to destination and as to each party at any time interested in all or any of said property, that every service performed here under shall be subject to either: (a) If the shipper noted herein is SKAPS Industries as indicated by the designation of the "Shipper' to be SKAPS Industries, then the Shipper and Carrier are subject to the terms and conditions contained in the Contract for truck Transportation existing between the parties or (b) if the Shipper noted herein is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper, and thus every aspect of the service to be perform here under between the Shipper and the Cartier shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of Lading set forth (1) in Official Southern, Western, and Illinois Freight Classifications in affect on the date hereof, If this a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if [his is a motor carrier shipment. When acting in the capacity of an agent for a Shipper in placing the material in transit on behalf of a Shipper, SKAPS Industries accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was initiated by the Shipper and not by SKAPS Industries Subject to the above terms and conditions as to which party is the Shipper, Shipper hereby certifies that he is familiar with the terms and conditions that govern the transportation of this shipment, and the said terms and conditions are hereby agreed and accepted for himself and his assigns. IN OW PRO Drj bossnowld e p loylnow. earinowu i.wa rlreportslcomllhclnowlcom/LN R Shippi ngDeri n STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE SKAPS Industries 571 INDUSTRIAL PARKWAY COMMERCE, GA, 30529 tY. Yi Phone: (706) 336-7000 Fax: (706) 336-7007 www.skaos.com SHIP -TO: Project: WCI Anson LF Phase 3 Cell 2, NC Address: 375 Dozer Drive City, State, Zip: Polkton, NC, 28135 Contact: Tim Phone: 252-676-5896 Product Code: 40-HD-00-BLK-BLK-AVGSTD-23.5 No Roll# Sq.Ft. 1 3111002998 19, 270.00 2 3111002999 19,270.00 Total Rolls: 2 Total Sq Feet: 38,540.00 Total Weight (lbs): 7,846.00 Product Code: 60-HD-11-BLK-BLK-AVGSTD-23.5 No Roll# Sq.Ft. 3 3111001740 11,515.00 4 3111001745 11,515.00 5 3111001772 11,515.00 6 3111001775 11,515.00 7 3111001776 11,515.00 8 3111001781 11,515.00 9 3111001782 11,515.00 10 3111001783 11,515.00 11 3111001792 11,421.00 Total Rolls Total Sq Feet: 103,541.00 Total Weight (lbs): 36,807.00 Driver sign below if �te received above mentioned items Driver's Sign: Bill of Lading #: 301312000199 Ship Date: 4/14/20 Sales Order* 31 C2000049 Customer Name: Waste Connections Inc Cust. P.O. #: 6115-20-0004 Ship Via: Flatbed Delivery Terms: Plant / PPA Container #: Seal #: SIGN HERE FOR SHIPPER: I SHIPPER ADDRESS: 1 IND STRIAL PKWY. ,COMM RCE, GA 30529 ATTN RECEIVER: PleaseAign below if you have received the items mentioned on the BOL and any discrepencies must be reported to SKAPS Industries within 7 days of receipt of goods. Receiver Print Name Receive Date Receiver's Signature Receiver's Company Name Driver Regulrements: 1) For Monday delivery driver must call on Friday. 2) Driver must call 706-336-7000 when unloaded. 3) Driver must call and advise of any delay in transit. 4) A copy of this bill -of -lading must accompany freight invoice, failure to do this will result in delayed payments. Driver's Name:7� Driver's Cell Phone M 7o . / Trucking Co.: : A Trucking Co. Phone 4: ,- ijk 0�a (j Broker: Sunteck/TTS Date: 4/14/20 Truck Departure Time: ! S fcc/ Driver's Instructions Driver must call site contact 24 hours prior to delivery Delivery Timings: 7:30am-4:30pm nterorise Shipper : 10187737 CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY Received at Commerce, GA from SKAPS Industries the property described above, in apparent good order except as noted (contents and condition of packages unknown), marked, consigned, and destined as indicated above, which said Carrier (the word "Cartier" being understood throughout this Shipping Order as meaning the person or corporation in possession of the property) agrees to carry to the place of delivery at said dsslinelion. It is mutually agreed as to each Carrier of all or any of said property, over all or any portion of said route to destination and as to each party at any time Interested in all or any of said property, that every service performed here under shall be subject to either: (a) if the shipper noted herein is SKAPS Industries as Indicated by the designation of the "Shipper" to be SKAPS Industries, then the Shipper and Carrier are subject to the terms and conditions contained in the Contract for truck Transportation existing between the parties or (b) if the Shipper noted herein is not SKAPS Industries then SKAPS Industries Is acting solely as the agent for the denoted Shipper, and thus every aspect of the service to be perform here under between the Shipper and the Carrier shall be subject to all the terms and conditions of the Uniform Domestic Straight BIII of Lading set forth (1) in Official Southern, Western, and Illinois Freight Classifications in affect on the dale hereof, if this a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if this is a motor carrier shipment. When acting in the capacity of an agent for a Shipper in placing the material in transit on behalf of a Shipper, SKAPS Industries accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was initiated by the Shipper and not by SKAPS Industries Subject to the above terms and conditions as to which party Is the Shipper, Shipper hereby certifies that he is familiar with the terms and conditions that govern the transportation of this shipment, and the said terms and conditions are hereby agreed and accepted for himself and his assigns. /NOWPRODrbossnow/deploy/now.ear/nowui.war/reports/com/ihc/now/comILN RShlppingDefin STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE SKAPS Industries 571 INDUSTRIAL PARKWAY COMMERCE, GA, 30529 r Phone: (706) 336-7000 Fax: (706) 336-7007 www.skat)s.com SHIP -TO: Project: WCI Anson LF Phase 3 Cell 2, NC Address: 375 Dozer Drive City, State, Zip: Polkton, NC, 28135 Contact: Tim Phone:252-676-5896 Product Code: 60-HD-11-BLK-BLK-AVGSTD-23.5 No Roll# Sq,Ft. 1 3112004256 11,515.00 2 3112004257 11,515.00 3 3112004258 11,515.00 4 3112004259 11,515.00 5 3112004260 11,515.00 6 3112004264 11,515.00 7 3112004265 11,515.00 8 3112004267 11,515.00 9 3112004269 11,515.00 10 3112004270 1 11,515.00 11 3112004271 111,515.00 Total Rolls: Total Sq Feet: Total Weight (I Driver sign below If you t, mentioned items: Driver's Sign: 11 1 ,665.00 .00 ed above Bill of Lading #: 301312000194 Ship Date: 4/13/20 Sales Order #: 31 C2000049 Customer Name: Waste Connections Inc Cust. P.O. #: 6115-20-0004 Ship Via: Flatbed Delivery Terms: Plant / PPA Container #: Seal #: SIGN HERE FOR SHIPPER: -- — SHIPPER ADDRESS: 571 INDt]S_TRI PKWY. COICIINIiEE, GA 30529 ATTN RECEIVER: Please sign below if you have received the items mentioned on the BOL and any discrepancies must be reported to SKAPS Industries within 7 days of receipt of goods. Receiver Print Name Receive Date Receiver's Signature Receiver's Company Name DrlverReauifgments: 1) For Monday delivery driver must call on Friday. 2) Driver must call 706-336-7000 when unloaded. 3) Driver must call and advise of any delay in transit. 4) A copy of this bill -of -lading must accompany freight invoice, failure to do this will result i2_5elayed payments. Driver's Name: r D Driver's Cell Phone #: Lt : Trucking Co.: !�1 Trucking Co. Phone M Broker: Sunteck/TTS Date: 4/13120 Truck Departure Time: Driver's Instructions Driver must call site contact 24 hours prior to delivery Delivery Timings: 7:30am-4:30pm nterDrise Shipper : 10186779 CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY Received at Commerce, GA from SKAPS Industries the property described above, in apparent good order except as noted (contents and condition of packages unknown), marked, consigned, and destined as indicated above, which said Carrier (the word "Carder" being understood throughout this Shipping Order as meaning the person or corporation in possession of the property) agrees to tarty to the place of delivery at sold destination. It Is mutually agreed as to each Carrier of all or any of said property, over all or any portion of said route to destination and as to each party at any time interested in all or any of said property, that every service performed here under shall be subject to either. (a) if the shipper noted herein Is SKAPS Industries as Indicated by the designation of the "Shipper'to be SKAPS Industries, then the Shipper and Carrier are subject to the terms and conditions contained in the Contract for truck Transportation existing between the parties or (b) If the Shipper noted herein is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper, and thus every aspect of the service to be perform here under between the Shipper and the Carrier shall be subject to all the terms and condilions of the Uniform Domestic Straight BIII of Lading set forth (1) In Official Southern, Western, and Illinois Freight Classifications in effect on the date hereof, if this a roll -water shipment, or (2) In the appllcable motor carrier classification or tariff If this is a motor carrier shipment. When acting in the capacity of an agent for a Shipper in placing the material in transit on behalf of a Shipper, SKAPS Industries accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was initiated by the Shipper and not by SKAPS Industries Subject to the above terms and conditions as to which party Is the Shipper, Shipper hereby certifies that he Is familiar with the terms and conditions that govern the transportation of this shipment, and the said terms and conditions are hereby agreed and accepted for himself and his assigns. MO W PRODQb ossnow/deploy/now.ear/nowui.wer/re ports/comfi hc/now/eomfL N RShippingD efrn STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE SKAPS Industries 571 INDUSTRIAL PARKWAY COMMERCE, GA, 30529 Phone: (706) 336-7000 Fax: (706) 336-7007 www.skaDS.COM SHIP -TO: Project: WCI Anson LF Phase 3 Cell 2, NC Address: 375 Dozer Drive City, State, Zip: Polkton, NC, 28135 Contact: Tim Phone:252-676-5896 Product Code: 60-HD-11-BLK-BLK-AVG-STD-23.5 No Roll# Sq.Ft. 1 3111001780 11,515.00 2 3111001784 11,515.00 3 3111001789 11.615.00 4 3111001791 11,515.00 5 3112004255 11,515.00 6 3112004261 11.516.00 7 3112004263 11,515.00 8 3112004266 11,515.00 9 3112004268 11,609.00 10 3112004272 11,515.00 11 3112004273 11,515.00 Total Rolls: 11 Total Sq Feet: 126,759.00 Total Weight (Ibs): 45.184.00 Product Code: HD-BLK-5 No Pallet# Spools 1 310000522 33 Total Spools: 33 Total Weight (lbs): 645.10 Driver sign below if yo . av c t ed above mentioned ite. �_ms Driver's Sig Bill of Lading M 301312000195 Ship Date: 4/13/20 Sales Order #: 31 C2000049 Customer Name: Waste Connections Inc Cust. P.O. #: 6115-20-0004 Ship Via: Flatbed Delivery Terms: Plant / PPA Container #: Seal #: f SIGN HERE FOR SHIPPER: SHIPPER ADDRESS: 571 INDUSTRIAL PKWY. COMMERCE, GA 30529 ATTN RECEIVER: Please sign below if you have received the items mentioned on the BOL and any discrepencies must be reported to SKAPS Industries within 7 days of receipt of goods. Receiver Print Name Receiver's Signature Receive Date Receiver's Company Name Qriver Requirements 1) For Monday delivery driver must call on Friday. 2) Driver must call 706-336-7000 when unloaded. 3) Driver must call and advise of any delay in transit. 4) A copy of this bill -of -lading must accompany freight invoice, failure to do this will result in delayed payments. Driver's Name: kiw S Driver's Cell Phone #: �)L] 1 . i 5 - ti 2 Trucking Co.: L Trucking Co. Phone M q --7q _ % Broker: SuntecklTTS Date: 4/13/20 Truck Departure Time: 1�17 f Driver's Instructions : river must call site contact 24 hours prior to delivery Delivery Timings: 7:30am-4:30pm Enterprise Shipper: 10186785 CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY Received al Commerce, GA from SKAPS Industries the properly described above, Inapparent good order except as noted (contents and condition of packages unknown), marked, consigned, and destined as indicated above, which said Cartier (the word "Carrier being understood throughout this Shipping Order as meaning the person or corporation in possession of the property) agrees to carry to the place of delivery at said destination. his mutually agreed as to each Carrier of all or any of said properly, overall or any portion of said route to destination and as to each party at any lime interested in all or any of said property, [het every service performed here under shall be subject to either. (a) if the shipper noted herein Is SKAPS Industries as indicated by the designation of the "Shipper" to be SKAPS Industries, than the Shipper and Carrier are subject to the terms and conditions contained in the Contract for truck Transportation existing between the parties or (b) if the Shipper noted herein is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper and thus every aspect of the service to be perform here under between the Shipper and the Carder shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of Lading set forth (1) in Official Southern, Western, and Illinois Freight Classifications In effect on the date hereof, If this a rall-water shipment, or (2) in the applicable motor carder classification or tariff If this is a motor carrier shipment. When acting in the capacity of an agent for a Shipper In placing the material in transit on behalf of a Shipper, SKAPS Industries accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was initialed by the Shipper and not by SKAPS Indu::u.c: Subject to the above terms and •a^CWl_Ir•s ac to which party is the S i;:p Shipper hereby certifies that he is lamil[ar with the terns and conditions that govern the transportation of ih,; chlpmerit, and the said lainir, and conditions we hereby agreed and;,Lcnpr@d for himself and his assigns. /NOW PRODffbossnow/deploy/now.ear/nowui.war/reports/comAhclnow/com/LNRShippingDelin SKAPS INDUSTRIES 571 INDUSTRIAL PARKWAY COMMERCE, GA, 30529 Phone: (706) 336-7000 Fax: (706) 336-7007 www.skaps.com Order Summary Customer Name: Waste Connections Inc Project Name: WCI Anson LF Phase 3 Cell 2, NC Customer PO#: 6115-20-0004 Sales Order #: 31 C2000049 SR Product Ordered QTY Shipped QTY Balance QTY 1 60-H D-1 1 -BLK-BLK-AVG-STD-23.5 541,205.00 253,424.00 287,781.00 2 HD-BLK-5 33.00 33.00 0.00 Shipment Summary SR Ship Date BOIL # Product Shipped QTY # of Roll # of Spools Broker 1 4/13/20 301312000194 HD-60T2 AVG 126,665.00 11 0 Sunteck/TTS 2 4/13/20 301312000195 HD-BLK-5 33.00 0 33 Sunteck/TTS 3 4/13/20 301312000195 HD-60T2 AVG 126,759,00 11 0 Sunteck/TTS Total: 253,457.00 22 1 33 /NOWPROD/jbossnow/deploy/now.ear/nowuLwar/reports/com/ft/n 2020-04-13 17:02:04 Page 1 of 1 Ir STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE SKAPS Industries 571 INDUSTRIAL PARKWAY COMMERCE, GA, 30529 Phone: (706) 336-7000 Fax: (706) 336-7007 www.skaDs.com SHIP -TO: Project: WCI Anson LF Phase 3 Cell 2, NC Address: 375 Dozer Drive City, State, Zip: Polkton, NC, 28135 Contact: Tim Phone: 252-676-5896 Product Code: 60-HD-11-BLK-BLK-AVGSTD-23.5 No Roll# Sq.Ft, 1 3112004256 11,515.00 2 3112004257 11,515.00 3 3112004258 11,515.00 4 3112004259 11,515.00 5 3112004260 11,515.00 6 3112004264 11,515.00 7 3112004265 11,515.00 8 3112004267 11,515.00 9 3112004269 11,515.00 10 3112004270 1 11.515.00 11 1 3112004271 1 11,515.00 Total Rolls: _ 11 Total Sq Feet: Total Weight (I Driver sign below if you F mentioned items: Driver's Sign: .00 above Bill of Lading #: 301312000194 Ship Date: 4/13/20 Sales Order #: 31 C2000049 Customer Name: Waste Connections Inc Cust. P.O. #: 6115-20-0004 Ship Via: Flatbed Delivery Terms: Plant / PPA Container #: Seal #: SIGN HERE FOR SHIPPER: - -- — `- SHIPPER ADDRESS: 1 571 INDUSTFi PKWY. COMICif�RCE, GA 30529 ATTN RECEIVER: Please sign below if you have received the items mentioned on the BOL and any discrepancies must be reported to SKAPS Industries within 7 days of receipt of goods. Receiver Print Name Receive Date Receiver's Signature Receiver's Company Name Driver_Reaull ements: 1) For Monday delivery driver must call on Friday. 2) Driver must call 706-336-7000 when unloaded. 3) Driver must call and advise of any delay in transit. 4) A copy of this bill -of -lading must accompany freight invoice, failure to do this will result in delayed payments. Driver's Name: (�`• n Driver's Cell Phone M Trucking Co.: Zz Trucking Co. Phone #: Broker: Sunteck/TTS Date: 4113/20 Truck Departure Time: Driver's Instructions : river must call site contact 24 hours prior to delivery elivery Timings: 7:30am-4:30pm rater rise Shipper : 10186779 CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY Received at Commerce, GA from SKAPS Industries the property described above, in apparent good order except as noted (contents and condition of packages unknown), marked, consigned, and destined as indicated above, which said Carrier (the word "Carder" being understood throughout this Shipping Order as meaning the person or corporation In possession of the property) agrees to cant' to the place of delivery at said destination. It Is mutually agreed as to each Carrier of all or any of said property, over all or any portion of said route to destination and as to each party at any time interested in all or any of said property, that every service performed here under shall be subject to either. (a) if the shipper noted herein is SKAPS Industries as Indicated by the designation of the "Shipped' to be SKAPS Industries, then the Shipper and Carrier are subject to the terms and conditions contained in the Contract for truck Transportation existing between the parties or (b) if the Shipper noted herein is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper, and thus every aspect of the service to be perform here under between the Shipper and the Carrier shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of Lading set forth (1) In Official Southern, Western, and Illinois Freight Classifications in effect on the dale hereof, if this a rail -water shipment, or (2) in the applicable motor carrier classification or tariff If this is a motor terrier shipment When acting in the capacity of an agent for a Shipper in placing the materiel In transit on behalf of a Shipper, SKAPS Industries accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carder having agreed that the transportation arrangement was initiated by the Shipper and not by SKAPS Industries Subject to the above terms and conditions as to which party is the Shipper, Shipper hereby certifies that he Is familiar with the terms and conditions that govern the transportation of this shipment, and the said terms and conditions are hereby agreed and accepted for himself and his assigns. MOW PROD4bossnow/deploy/now.ear/nowui.war/reports/comAhc/now/comfLNRShippingDefin STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE SKAPS Industries 571 INDUSTRIAL PARKWAY COMMERCE, GA, 30529 Phone: (706) 336-7000 Fax: (706) 336-7007 www.skar)s.com SHIP -TO: Project: WCI Anson LF Phase 3 Cell 2, NC Address: 375 Dozer Drive City, State, Zip: Polkton, NC, 28135 Contact: Tim Phone: 252-676-5896 Product Code: 60-HD-11-13LK-BLK-AVGSTD-23.5 No Roll# Sq.Ft. 1 3111001780 11,515.00 2 3111001784 11,515.00 3 3111001789 11,515.00 4 3111001791 11,515.00 5 3112004255 11.515.00 6 3112004261 11,515.00 7 3112004263 11,515.00 8 3112004266 11,515.00 9 3112004268 11,609.00 10 3112004272 11,515.00 11 3112004273 11,515.00 Total Rolls: 11 Total Sq Feet: 126,759.00 Total Weight (lbs): 45,184.00 Product Code: HD-BLK-5 No J Pallet# Spools 1 310000522 33 Total Spools: 33 Total Weight (lbs): 645.10 Driver sign below if y av T c t ed above mentioned items Driver's Sig . Bill of Lading #: 301312000195 Ship Date: 4/13/20 Sales Order#: 31 C2000049 Customer Name: Waste Connections Inc Cust. P.O. #: 6115-20-0004 Ship Via: Flatbed Delivery Terms: Plant / PPA Container #: Seal #: SIGN HERE FOR SHIPPER: SHIPPER ADDRESS: 571 INDUSTRIAL PKWY. COMMERCE, GA 30529 ATTN RECEIVER: Please sign below if you have received the items mentioned on the BOL and any discrepancies must be reported to SKAPS Industries within 7 days of receipt of goods. Receiver Print Name Receiver's Signature Receive Date Receiver's Company Name Driver Requirements: 1) For Monday delivery driver must call on Friday. 2) Driver must call 706-336-7000 when unloaded. 3) Driver must call and advise of any delay in transit. 4) A copy of this bill -of -lading must accompany freight invoice, failure to do this will result in delayed payments. Driver's Name: �� 5 :� LoCL Driver's Cell Phone #: j 1. 1 -' a 2 Trucking Co.: L Trucking Co. Phone M I . - c.l <A -j Broker: Sunleckr TS Date: 4/13/20 Truck Departure Time: S r 7 d Driver's Instructions : Driver must call site contact 24 hours prior to delivery Delivery Timings: 7:30am-4:30pm me rise Shipper: 10186785 CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY Received at Commerce. GA from SKAPS Industries the property described above, In apparent good order except as rioted (contents and condition of packages unknown), marked, consigned, and destined as indicated above, which said Carrier (the word "Carrier being understood throughout this Shipping Order as meaning the person or corporation in possession of the property) agrees to carry to the place of delivery at said destination. It Is mutually agreed as to each Carrier of all or any of said property, over all or any portion of said route to destination and as to each party at any time interested in all or any of said property, that every service performed here under shall be subject to either. (a) if the shipper noted herein Is SKAPS Industries as indicated by the designation of the "Shipper to be SKAPS Industries, then the Shipper and Cartier are subject to the terms and conditions contained in the Contract for truck Transportation existing between the parties or (b) if the Shipper noted herein Is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper, and thus every aspect of the service to be perform here under between the Shipper and the Carder shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of Lading set forth (1) in Official Southern, Western, and Illinois Freight Clesslfications In effect on the dale hereof, if this a rail -water shipment, or (2) in the applicable motor carrier classification or tariff If this is a motor carrier shipment. When acting In the capacity of an agent for a Shipper in placing the material in transit on behalf of a Shipper, SKAPS Industries accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was initialed by the Shipper and not by SKAPS Industries Subject to the above terms and conditions as to which party is the Shipper, Shipper hereby certifies that he is familiar with the terms and conditions that govern the transportation of thl's shipmeril, and the said terms and conditions are hereby agreed and accepted for himself and his assigns, /NOW PRODlbossnow/deploy/now.earinowul.war/reports/comfihc/now/comILNRShippingDarrn (D0(— � V ' xiw Product: 60-HD-11-BLK-BLK-AVG-STD-23.5 Quality Manager: 4J Project: WCI Anson LF Phase 3 Cell 2, NC L-A b,,J Date: April 3, 2020 Z ■ Cust PO: 6115.20-0004 SKAPS SO: 31C2000049 2 Us We hereby certify the following test results eferenced product/project : Thick Asperity Tensile Elong Tensile Elong Tear Punct Density Carbon CB Dis p (Views Resin Gross ness MAV Height at Yield at Yield at Break at Break Resistance Resist (glcc) Black in Cat I OIT Roll Area Weight (mil) (mil) /(ppi) (°I°) ✓ (Ppi) ✓ N ✓ L,-' (Ib) ° (�0) 1 or2) esn Lots# Number (sq ft) (lb) ASTM ASTM D 7466 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 1004 ASTM ASTM ASTM ASTM ASTM D 5994 D 4833 D 1505 D 4218 D 5596 1 D 3895 Side A Side B MD TD MD TD MD TD MD TD MD TD 3111001740 11,515 4,065 60 28 25 161 172 17 16 207 182 513 478 54 58' 161 0.947 2.4 10 210 PKG610960 31110017,41 11,515 4,057 60 28 27 161 172 17 16 207 182 513 478 54 58 161 0.947 2.4 10 210 PKG610960 3111001742 11,515 4,056 60 27 27 161 172 17 16 207 182 513 478 54 58 161 0.947 2.4 10 210 PKG610960 3111001743 11,515 4,057 60 26 25 161 172 17 16 207 182 513 478 54 58 161 0.947 2.4 10 210 PKG610960 3111001744 11,515 4,056 60 26 26 175 182 17 16 223 199 543 512 55 60 160 0.946 2.5 10 210 PKG610960 3111001745 11,515 4,058 60 26 25 175 182 17 16 223 199 543 512 55 60 160 0.946 2.5 10 210 PKG610960 25 22 179 523 55 3111001771 11,515 3,939 60 152 159 17 16 188 546 58 153 0.947 2.8 10 210 PKG610960 31110017,72 11,515 3,982 60 27 25 152 159 17 16 188 179 523 546 55 58 153 0.947 2.8 10 236 PKA810660 3111001775 11,515 3,989 60 29 27 152 159 17 16 188 179 523 546 55 58 153 0.947 2.8 10 236 PKA810660 3111001776 11,515 4,025 60 30 28 170 176 17 16 201 154 536 407 55 58 153 0.947 2.6 10 236 PKA810660 3111001777 11,515 4,148 60 33 31 170 176 17 16 201 154 536 407 55 58 153 0.947 2.6 10 236 PKA810660 3111001779 11,515 4,143 61 34 33 170 176 17 16 201 154 536 407 55 58 153 0.947 2.6 10 236 PKA810660 DCN: SKAPS LOG 0 4 � � (o tr.; SKAPS Industries Effective Date: Fehru ry 26,2020 571 Industrial Parkway Rev 0 Commerce, GA 30529 Phone:706-336-7000 Fax: 706-336-7007 E-Mail:contact@skaps.com r - s J� zq! T Product: 60-HD-1I-BLK-BLK-AVG-STD-23.5 Quality Manager: Project: WC[Anson LF Phase 3 Cell 2, INC Date: April 3, 2020 Cust P0: 6115.20.0004 SKAPS SO: 31 C2000049 We hereby certify the following test results for the above referenced product/project Thick Asperity Tensile Elong Tensile Elong Tear Punct Density Carbon CB Disp (Views Resin Gross ness MAV Height at Yield at Yield at Break at Break Resistance Resist (g/cc) Black in Cat OIT Roll Area Weight (mil) (mil) (ppi) (%) (ppi) (%) (lb) (lb) (%) 1 or 2) Resin Lot # Number (sq ft) (lb) ASTM ASTM D 7466 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 1004 ASTM ASTM ASTM ASTM ASTM D 5994 D 4833 D 1505 D 4218 D 5596 D 3895 Side A Side B MD TD MD TD MD TD MD TD MD TD 3111001780 11,515 4,178 61 31 30 170 176 17 16 201 154 536 407 55 58 153 0.947 2.6 10 236 PKA810660 3111001781 11,515 4,191 62 35 34 170 176 17 16 201 154 536 407 55 58 153 0.947 2.6 10 236 PKA810660 3111004782 11,515 4,198 61 30 31 163 170 17 16 188 195 502 563 54 57 150 0.946 2.5 10 236 PKA810660 3111001783 11,515 4,203 61 31 30 163 170 17 16 188 195 502 563 54 57 150 0.946 2.5 10 236 PKA810660 3111001784 11,515 4,156 61 31 28 163 170 17 16 188 195 502 563 54 57 150 0.946 2.5 10 236 PKA810660 3111001785 11,515 4,192 61 31 29 163 170 17 16 188 195 502 563 54 57 150 0.946 2.5 10 236 PKA810660 311100,1786 11,515 4,178 63 31 29 167 171 17 16 215 181 581 514 54 57 150 0.946 2.8 10 236 PKA810660 3111001787 11,515 4,180 63 31 29 167 171 17 16 215 181 581 514 54 57 150 0.946 2.8 10 236 PKA810660 3111001788, 11,515 4,216 62 30 26 167 171 17 16 215 181 581 514 54 57 150 0.946 2.8 10 236 PKA810660 3111001789 11,515 4,176 61 26 29 167 171 17 16 215 181 581 514 54 57 150 0.946 2.8 10 236 PKA810660 3111001790 11,515 4,183 61 26 30 167 171 17 16 215 181 581 514 54 57 150 0.946 2.8 10 236 PKA810660 236 PKA810660 3111001'91 11,515 4,118 62 28 29 167 172 17 15 194 177 526 487 55 58 152 0.947 2.7 10 DCN: SKAPS LOG 014 SKAPS Industries Phone: 706-336-7000 Effective Date: February 26,2020 571 Industrial Parkway Fax: 706-336-7007 Rev 0 Commerce, GA 30529 E-Mail:contact@skaps.com Product: 60-HD-11-BLK-BLK-AVG-STD-23.5 Quality Manager: 4�4A Project: WCI Anson LF Phase 3 Cell 2, NC Date: April 3, 2020 Cust PO: 6115-20.0004 SKAPS SO: 31C2000049 We hereby certify the following test results for the above referenced product/project . Thick ness Asperity Tensile Elong Tensile Elong Tear Punct Density Carbon CB Disp (Views Resin Gross MAV Height at Yield at Yield at Break at Break Resistance Resist (glcc) Black in Cat OIT Roll Area Weight (mil) (mil) (ppi) (%) (ppi) (%) (lb) (lb) ° (/°) 1 or2) Resin Number Number (sG ft) (lb) ASTM ASTM D 7466 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 1004 ASTM ASTM ASTM ASTM ASTM D 5994 Side A Side B MD I TD MD TD MD TD MD TD MD TD D 4833 D 1505 D 4218 D 5596 D 3895 3111001792 11,421 4,096 63 29 31 167 172 17 15 194 177 15 194 177 526 487 55 58 152 0,947 2.7 10 236 PKA810660 311100/793 11,515 4,168 61 28 30 167 172 17 526 487 55 58 152 0.947 2.7 10 236 PKA810660 3112002256 11,515 4,030 62 26 25 170 174 17 16 184 144 459 341 53 57 148 0.946 2.4 10 273 PKG611060 3112002257 11,515 4,013 62 26 27 170 176 17 16 199 172 511 448 53 57 152 0.945 2.6 10 273 PKG611060 3112004255 11,515 4,130 62 27 26 167 167 16 16 196 170 487 476 54 57 153 0,947 2.4 10 231 PKM821000 3112004256 11,515 4,128 61 25 23 167 167 16 16 196 170 487 476 54 57 153 0.947 2.4 10 231 PKM821000 3112004257 11,515 4,126 61 25 24 167 167 16 16 196 170 487 476 54 57 153 0.947 2.4 10 231 PKM821000 3112004?58 11,515 4,120 62 26 24 167 167 16 16 196 170 487 476 54 57 153 0.947 2.4 10 231 PKM821000 3112004259 11,515 4,112 63 25 25 167 167 16 16 196 170 487 476 54 57 153 0.947 2.4 10 231 PKM821000 3112004260 11,515 4,092 62 25 23 178 173 16 16 210 196 533 541 53 56 150 0.948 2.5 10 231 PKM821000 3112004261 11,515 4,056 63 25 25 178 173 16 16 210 196 533 541 53 56 *150 0.948 2.5 10 231 PKM821000 3112004262 11,515 3,982 60 22 23 178 173 16 16 210 196 533 541 53 56 150 0.948 2.5 10 231 PKM821000 DCN: SKAPS LOG 014 SKAPS Industries Phone: 706-336-7000 Effective Date: February 26,2020 571 Industrial Parkway Fax: 706-336-7007 Rev 0 Commerce. GA 30529 E-Mail:contact@skaps.com r� 4 Product: 60-HD-1I-BLK-BLK-AVG-STD-23.5 Quality Manager: Z�*AeTw Project: WCI Anson LF Phase 3 Cell 2, NC Date: April 3, 2020 f Cust PO: 6115-20.0004 SKAPS SO: 31C2000049 We hereby certify the following test results for the above referenced product/project Thick Hess Asperity Tensile Elong Tensile Elong Tear Punct Density Carbon CB Disp (Views Resin Gross MAV Height at Yield at Yield at Break at Break Resistance Resist (glcc) Black in Cat OIT Roll Area Weight (mil) (mil) (ppi) N (ppi) N (lb) (Ib) o N 1 or 2) Resin Number (sq ft) (lb) Lot # ASTM ASTM D 7466 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 1004 ASTM ASTM ASTM ASTM ASTM D 5994 D 4833 D 1505 D 4218 D 5596 D 3895 Side A Side B MD TD MD TD MD TD MD TD MD TD 3112004263 11,515 4,072 61 22 23 178 173 16 16 j 210 196 533 541 53 56 150 0.948 2.5 10 229 PKM820990 3112004264 11,515 4,080 60 21 23 169 168 16 17 177 206 481 541 53 56 150 0.948 2.3 10 229 PKM820990 3112004265 11,515 4,080 60 21 21 169 168 16 17 177 206 481 541 53 56 150 0.948 2.3 10 229 PKM820990 3112004266 11,515 4,078 60 22 20 169 168 16 17 177 206 481 541 53 56 150 0.948 2.3 10 229 PKM820990 3112004267 11,515 4,072 61 21 21 169 168 16 i 17 177 206 481 541 53 56 150 0.948 2.3 10 229 PKM820990 3112004268 11,609 4,114 61 21 22 169 168 16 17 177 206 481 541 53 56 150 0.948 2.3 10 229 PKM820990 31120049 11,515 4,088 60 21 22 169 164 17 16 189 173 467 428 54 57 155 0.946 2.3 10 229 PKM820990 3112 04270 11,515 4,078 61 24 23 169 164 17 16 189 173 467 428 54 57 155 0.946 2.3 10 229 PKM820990 31120042,71 11,515 4,060 61 22 24 169 164 17 16 189 173 467 428 54 57 155 0.946 2.3 10 229 PKM820990 3112004N2 11,515 4,044 60 25 24 0 169 164 17 16 189 173 467 428 54 57 155 0.946 2.3 10 229 PKM820990 3112004273 11,515 4,062 60 24 24 167 181 I 17 h5 178 179 411 467 54 57 155 1 0.946 2.4 1 10 229 PKM820990 DCN: SKAPS LOG 014 Effective Date: February 26,2020 Rev 0 SKAPS Industries 571 Industrial Parkway Commerce, GA 30529 Phone: 706-336-7000 Fax:706-336-7007 E-Mail:contact@skaps.com Produ 40-HD 0-BLK-BLK-AVG-STD-23.5 Quality Manager: T Project W Anson LF Phase 3 Cell 2, NC Date: April 3, 2020 • Cust PO: 6115-20-0004 SKAPS SO: 31C2000049 We hereb ertify the7fllOng test results fort above referenced product/project Thick ness Tensile Elong Tensile Elong Tear Punct Density Carbon CB Disp (Views Resin Gross MAV at Yield at Yield at Break at Break Resistance Resist (glcc) Black in Cat OIT Roll Area Weight (mil) (ppi) ( % ) (pp)i "�o ( ) (lb) (lb) o ( �0) 1 or 2) Resin Number (sq ft) (lb) Lot # ASTM ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 1004 ASTM ASTM ASTM ASTM ASTM D 5199 MD I TD MD TD MD TD MD TD D 4833 D 1505 D 4218 D 5596 D 3895 3111002998 19,270 3,920 41 7MDTD 96 101 17 193 170 802 725 32 35 110 0.946 2.4 10 j 219 PKM820730 3111002999 19,270 3,926 96 101 19 17 { 193 170 802 725 32 35 110 0.946 2.4 ` 10 I i 219 PKM820730 42 DCN: SKAPS LOG 014 SKAPS Industries Phone: 706-336-7000 Effective Date: February 26,2020 571 Industrial Parkway Fax: 706-336-7007 Rev 0 Commerce, GA 30529 E-Mail:contact@skaps.com v Product: 60-HD-11-BLK-BLK-AVG-STD-23.5 Quality Manager: W6 Project : WCI Anson LF Phase 3 Cell 2, NC Date: June 23, 2020 "�• - Cust P0: 6115.20-0004 SKAPS SO: 31C2000049 We hereby certify the following test results for the above referenced product/project Thick Thick Asperity Tensile Elong Tensile Elong Tear Punct Density Carbon CB Disp (Views Stress Crack Resin Gross Hess MAV Hess MIN Height at Yield at Yield at Break at Break Resistance Resist (glcc) Black in Cat Res. OIT Roll Area weight (mil) (mil) (mil) (ppi) N (ppi) N (lb) (Ib) o N 1 or 2) (hour) Resin Lot # Number (sq ft) (lb) D 1004 ASTM ASTM ASTM D 7466 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM ASTM ASTM ASTM ASTM ASTM ASTM D 5994 D 5994 D 4833 D 1505 D 4218 D 5596 D 5397 D 3895 Side A Side B MD TD MD TD MD TD I.MD TD MD TD 3112005715 11,515 3,990 63 59 31 33 173 167 16 17 162 198 332 518 55 58 153 0.950 2.7 10 500+ 274 20C1305 3112005716 11,515 3,986 63 61 25 28 173 167 16 17 162 198 332 518 55 58 153 0.950 2.7 10 500+ 274 20C1305 3112005717 11,515 3,991 62 59 27 26 160 171 17 16 197 180 511 512 53 57 150 0.947 2.6 10 500+ 274 20C1305 3112005718 11,515 3,994 63 60 27 28 160 171 17 16 197 180 511 512 53 57 150 0.947 2.6 10 500+ 274 20C1305 3112005720 11,515 4,010 62 57 27 28 160 171 17 16 197 180 511 512 53 57 150 0.947 2.6 10 500+ 274 20C1305 3112005721 11,515 4,010 61 58 30 31 163 166 17 15 160 187 462 475 53 57 150 0.947 2.3 10 500+ 274 20C1305 3112005725 11,515 4,004 63 59 32 32 163 166 17 15 160 187 462 475 53 57 150 0.947 2.3 10 500+ 274 20C1305 3112005726 11,515 3,993 61 57 31 29 166 171 17 15 200 177 521 473 54 58 150 0.948 2.5 10 500+ 274 20C1305 3112005727 11,515 3,989 61 58 30 31 166 171 17 15 200 177 521 473 54 58 150 0.948 2.5 10 500+ 274 20C1305 3112005728 11,515 3,997 62 57 28 29 166 171 17 15 200 177 521 473 54 58 150 0.948 2.5 10 500+ 274 20C1305 3112005729 11,515 3,980 61 57 28 29 166 171 17 15 200 177 521 473 54 58 150 0.948 2.5 10 500+ 274 20C1305 3112005730 11,515 3,987 62 59 26 29 166 159 15 17 156 11 185 398 491 54 58 150 0.948 2.4 10 500+ 274 20C1305 DCN: SKAPS LOG 014 SKAPS Industries Phone: 706-336-7000 Effective Date: February 26,2020 571 Industrial Parkway Fax: 706-336-7007 Rev 0 Commerce, GA 30529 E-Mail:contact@skaps.com Formosa Plastics FORMOSA PLASTICS CORPORATION, TEXAS 201 FORMOSA DRIVE PHONE:( 888 )FPCUSA3 PO BOX 700 POINT COMFORT TX 77978 Certificate of Analysis (CONFIDENTIAL) CUSTOMER:SKAPS INC. S/O NO EV5A176 571 INDUSTRIAL PARKWAY CUSTOMER PO 30131200370 R/C: NS DATE SHIPPED: 5/09/20 COMMERCE GA 30529 LOT NO : 20C1305 PRODUCT :HL3812 WEIGHT (LB) : 196,750.00 RAILCAR FPAX200240 CUSTID:FT04342 SPIDMI CLEANING/INSPECTION NO: 200240032520 TEST ITEM REFERENCE METHOD TEST VALUE Melt Index,g/10min ASTM D1238 .075 Density, g/cm3 ASTM D1505 .9373 QC SUPERVISOR: LINDA KAO 15pa� -2-�O Anson LF Cell 2 Geomembrane Asperity Field Test This data is based on the deployment process! / Side A Side 8 !�� C--� Panel 1- Roll Number 3111001792 28 30) -2 _ 2 Panel 2- Roll Number 1792 28 30, Panel 3- Roll Number 1782 29 30 2-0 Panel 4- Roll Number 1782 29 30 Panel 5- Roll Number 1782 29 30 Panel 6- Roll Number 1788 30 28 --�!, 30 _ Z G Panel 7- Roll Number 1745 26 2 Panel 8- Roll Number 1745 26 27 Panel 9- Roll Number 1781 34 34 3s-3`j Panel 10- Roll Number 1781 34 34 Panel 11- Roll Number 1772 27 26 Panel 12- Roll Number 1772 27 26 Panel 13- Roll Number 1743 26 26 Panel 14- Roll Number 1743 26 26 Panel 15- Roll Number 1787 30 29 Panel 16- Roll Number 1787 30 29 Panel 17- Roll Number 1787 30 29 Panel 18- Roll Number 1788 30 27 Panel 19- Roll Number 1788 30 27 Panel 20- Roll Number 1775 29 27 ZG 1 Panel 21- Roll Number 1775 29 27 Panel 22- Roll Number 1785 30 29) t� Panel 23- Roll Number 1785 30 29) -2-1 Panel 24- Roll Number 1783 30 3O\, 3 ` , to Panel 25- Roll Number 1783 30 30) Panel 26- Roll Number 1771 25 2 2'S—Z2. Panel 27- Roll Number 1771 25 25 Panel 28- Roll Number 1790 27 30 � G_ 3p Panel 29- Roll Number 1790 27 30 Panel 30- Roll Number 1741 28 28 Panel 31- Roll Number 1741 28 28 Panel 32- Roll Number 1744 26 27 Panel 33- Roll Number 1744 26 27 Panel 34- Roll Number 2257 26 27 Panel 35- Roll Number 2257 26 27 Panel 36- Roll Number 1789 27 29 Panel 37- Roll Number 1789 27 29 Panel 38- Roll Number 1780 30 30Tl 3l 3 CoA Date: 09/27/2019 CPChem' Certificate of Analysis Shipped To: SKAPS 571 Industrial Park Way COMMERCE GA 30529-1326 USA Recipient: UA- OP Fax: Delivery #: 80049366 PO #: 30131190499 Weight: 183300.000 LB Ship Date: 09/27/2019 Package: BULK Mode: Hopper Car Car #: SHQX041904 Seal No: 170994 Product: MARLEX K306 POLYETHYLENE in Bulk Lot Number: PKA810660 Property Test Method Value - Unit Melt Index ASTM D1238 0.120 g/10min HLMI Flow Rate ASTM D1238 1396 g/10min Density D1505 or D4883 0.9383 r/ g/cm3 The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem). However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes all risk and liability in connection therewith. Erin Xiao Quality Systems Coordinator For CoA questions contact James Garcia at +1-832-813-4806 Pagel of 1 CoA Date: 09/04/2019 CPChem- Certificate of Analysis Shipped To: SKAPS 571 Industrial Park way COMMERCE GA 30529-1326 USA Recipient: Patel Fax: Product: MARLEX K306 POLYETHYLENE in Bulk Lot Number: PKG610960 Property Melt Index HLMI Flow Rate Density HLMI WAIVED BY NILAY PATEL Test Method ASTM D1238 ASTM D1238 D1505 or D4883 Delivery #: 80034512 PO #: 30131190458 Weight: 182200.000 LB Ship Date: 09/04/2019 Package: BULK Mode: Hopper Car Car #: CPCX007059 Value Unit 0.060 v g/10min 8.00 g/10min 0.9370 g/cm3 The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem). However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes all risk and liability in connection therewith. IA&r *1 Troy Griffin Quality Systems Coordinator For CoA questions contact James Garcia at +1-832-813-4806 Pagel of 1 CoA Date: 09/13/2019 CPChem' Certificate of Analysis Shipped To: SKAPS Delivery #: 80041638 571 Industrial Park Way PO #: 30131190499 COMMERCE GA 30529-1326 Weight: 174500 000 LB USA Ship Date: 09/13/2019 Package: BULK Recipient: Patel Mode: Hopper Car Fax: Car #: CHVX890374 Seal No: 149100 Product: MARLEX K306 POLYETHYLENE in Bulk Lot Number: PKG611060 Property Test Method Value Unit Melt Index ASTM D1238 0.070 g/10min HLMI Flow Rate ASTM D1238 10.60 g/10min Density D1505 or D4883 09370 g/cm3 The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem). However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes all risk and liability in connection therewith. t&T * Troy Griffin Quality Systems Coordinator For CoA questions contact James Garcia at +1-832-813-4806 Pagel of 1 fr7 CPChem- Certificate of Analysis Shipped To: SKAPS 571 Industrial Park Way COMMERCE GA 30529-1326 USA Recipient: Patel Fax: Prod uct: MARLEX K306 POLYETHYLENE in Bulk Lot Number: PKM821000 Property Melt Index HLMI Flow Rate Density CoA Date: 02/14/2020 Delivery k. 80136963 PO * 30131200140 Weight: 175600.000 LB Ship Date: 02/14/2020 Package: BULK Mode: Hopper Car Car #. CPCX816029 Seal No: 202974 Test Method Value Unit ASTM D1238 0.070 g/10min ASTM D1238 11.70 g/10min D1505 or D4883 0 9370 g/cm3 The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem). However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes all risk and liability in connection therewith. Erin Xiao Quality Systems Coordinator For CoA questions contact James Garcia at +1-832-813-4806 Page 1 of 1 heal• Certificate of Analysis Shipped To: SKAPS 571 Industrial Park Way COMMERCE GA 30529-1326 USA Recipient: UA- OP Fax: Product: MARLEX K306 POLYETHYLENE in Bulk Lot Number: PKM820990 CoA Date: 02/14/2020 Delivery #: 80136962 PO #: 30131200140 Weight: 177400.000 LB Ship Date: 02/14/2020 Package: BULK Mode: Hopper Car Car #: GPLX076993 Seal No: 202975 Property Test Method Value Unit f Melt Index ASTM D1238 0.060 g/10min HLMI Flow Rate ASTM D1238 11.40 g/10min Density D1505 or D4883 0.9370 g/cm3 The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem). However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes all risk and liability in connection therewith. Erin Xiao Quality Systems Coordinator For CoA questions contact James Garcia at +1-832-813-4806 Pagel of 1 CoA Date: 01/1512020 �T epche - Certificate of Analysis Shipped To: SKAPS Delivery #: 80117919 571 Industrial Park Way PO #: 30131200054 COMMERCE GA 30529-1326 Weight: 182300.000 LB USA Ship Date: 01/15/2020 Package: BULK Recipient: UA- OP Mode: Hopper Car Fax: Car #: SHQX041683 Seal No: 202921 Product: MARLEX K306 POLYETHYLENE in Bulk Lot Number: PKM820730 Property Test Method Value Unit ✓ Melt Index ASTM D1238 0.100 g/10min HLMI Flow Rate ASTM D1238 16-20 g/10min Density D1505 or D4883 0.9360 V g/cm3 HLMI WAIVED BY N. PATEL The data set forth herein have been carefully compiled by Chevron Phillips Chemical Company LP (CPChem) However, there is no warranty of any kind, either expressed or implied, applicable to its use, and the user assumes all risk and liability in connection therewith. Erin Xiao Quality Systems Coordinator For CoA questions contact James Garcia at +1-832-813-4806 Page 1 of 1 Section 2 Geosynthetic Clay Liner BENTOMAr ST CERTIFIED PROPERTIES CETCO& Bentomat(� ST is a reinforced geosynthetic clay liner (GCL) consisting of a layer of sodium bentonite between a polypropylene woven geotextile and a polypropylene nonwoven geotextile, which are needle -punched together. MATERIAL PROPERTY TEST METHOD TEST FREQUENCY CERTIFIED VALUES Woven Base Geotextile Mass/Area' Nonwoven Cap Geotextile Mass/Area' ASTM D5261 ASTM D5261 200,000 ft2 (20,000 m2) 3.2 oz/yd2 (108 g/m2) min. 200,20,000 m 000 ft2 2 ( ) 6.0 oz d2 /Y203 g/m2 ( ) min. Bentonite Moisture Content2 ASTM D2216 1 per 50 tonnes 12% max. Bentonite Swell Index2 ASTM D5890 1 per 50 tonnes 24 mL/2g min. Bentonite Fluid Loss2 ASTM D5891 1 per 50 tonnes 18 mL max. Bentonite Mass/Area3 ASTM D5993 40,000 ft2 (4,000 m2) 0.75 lb/ft2 (3.7 kg/m2) min. Total Mass/Area3 ASTM D5993 40,000 ft2 (4,000 m2) 0.81 lb/ft2 (4.0 kg/m2) min. GCL Moisture Content ASTM D5993 40,000 ft2 (4,000 m2) 35% max. GCL Grab Strength4 ASTM D6768 200,000 ft2 (20,000 m2) 30 Ibs/in (5.3 kN/m) min. GCL Peel Strength ASTM D6496 40,000 ft2 (4,000 m2) 3.5 Ibs/in (610 N/m) min. GCL Hydraulic Conductivity5 ASTM D5887 250,000 ft2 (25,000 m2) 5 x 10-1' m/s max. GCL Index Flux5 ASTM D5887 250,000 ft2 (25,000 m2) 1 x 10-8 m3/m2/s Max. GCL Hydrated Internal Shear Strength6 ASTM D6243 1,000,000 ft2 (100,000 m2) 500 psf (24 kPa) typ.@ 200 psf (9.6 kPa) Notes: 1 Geotextile property tests performed on the geotextile components before they are incorporated into the finished GCL product. 2 Bentonite property tests performed before the bentonite is incorporated into the finished GCL product. 3 Reported at 0% moisture content. 4 All tensile strength testing is performed in the machine direction using ASTM D6768. 5Index flux and hydraulic conductivity testing with deaired distilled/deionized water at 80 psi (550 kPa) cell pressure, 77 psi (530 kPa) headwater pressure and 75 psi (515 kPa) tailwater pressure. 6 Peak values measured at 200 psf (9.6 kPa) normal stress for a specimen hydrated for 48 hours. Site -specific materials, GCL products, and test conditions must be used to verify internal and interface strength of the proposed design. CETCO 2870 Forbs Avenue Hoffman Estates, IL 60192 841.651.1800 800.527.9948 Fax 847.851.1339 www.cetco.com February 11, 2020 RE: WCN - Anson County LF Expansion ('20) Geosynthetic Clay Liner To whom it may concern: CETCO° was provided with Section 02780 - Geosynthetic Clay Liner, pages 02780-1 through 11, dated October, 2016 of the Technical Specification and prepared by Civil & Environmental Consultants, Inc. for the above -referenced project. Based upon our review of this information, CETCO° proposes to supply Bentomat° ST as the geosynthetic clay liner (GCL) for this project. A Technical Data Sheet (TDS) for Bentomat° ST is enclosed, and Bentomat® ST will meet or exceed the project requirements as indicated by the aforementioned documents with the exceptions and clarifications identified below. • Interface Shear & Internal Shear Strength: Interface and internal shear strength performance for CETCO° GCLs are functions of project -specific design parameters; materials that will be incorporated into the project construction adjacent to our GCL; and, anticipated site conditions. Regardless of the particular GCL specified or recommended, only project -specific shear testing can verify that performance can meet the expectations of the design. • Hydrated internal shear strength: CETCO° only certifies that the hydrated internal shear strength of our GCLs will meet or exceed the strength value listed on our product's TDS utilizing ASTM Standard Test Method D5321 or D6243 and tested under the conditions indicated. • Quality Control Testing and Test Frequencies: CETCO® performs quality control testing via the test methods and frequencies conforming to the current revision of ASTM D5889, Standard Practice for Quality Control of Geosynthetic Clay Liners, and industry standard specification GRI-GCL3, Standard Specification for Test Methods, Required Properties, and Testing Frequencies of Geosynthetic Clay Liners. The enclosed TDS for Bentomat® ST lists the industry standard testing performed by CETCO°. Accordingly, CETCO° recommends manufacturing quality control testing be performed at the industry standard frequencies for this project. However, should the indicated manufacturing requirements be maintained, CETCO° can accommodate this at additional cost, which can be arranged at the time of product purchase. • Peel Strength: Finished GCL peel strength is no longer tested via ASTM Standard Test Method D4632. ASTM D4632 was originally developed for the testing of geotextiles and is considered an outdated test method for GCLs. Since 2004, the industry has utilized a test method specifically developed for GCLs: ASTM D6496. These test methods have formally been adopted in the industry standard specifications: GRI-GCL3, Standard Specification for Test Methods, Required Properties, and Testing Frequencies of Geosynthetic Clay Liners, and ASTM D5889, Standard Practice for Quality Control of Geosynthetic Clay Liners. Further, the modified test method of ASTM D4632 previously utilized for GCLs is no longer a certifiable test method for GCL performance because it is no longer accredited by the GAI-LAP laboratory accreditation program. We have enclosed CETCO® Technical Reference No. 334 (TR-334), which provides greater explanation of this industry change, and request that the designer review the Certified Properties for Bentomat° ST as indicated on the enclosed TDS and confirm suitability for this application. • Geotextile Properties: The Specification requires Grab Elongation values for the geotextile components of the GCL. It should also be noted that the industry standard specifications: GRI-GCL3, Standard Specification for Test Methods, Required Properties, and Testing Frequencies of Geosynthetic Clay Liners, and ASTM D5889, Standard Practice for Quality Control of Geosynthetic Clay Liners, require only mass per unit area and grab strength testing. Mass per unit area and grab strength testing results will be supplied with the MQC certification package. Further, CETCO° certifies that the finished GCL will conform to the Certified Properties indicated on the enclosed TDS. Accordingly, we request an exception to the geotextile testing requirements. N ir�E re a.Ls rcau�e_neir.s VAEj. AMIn@ralsTee hnologlesCompany 14pr CETCO 2870 Forbs Avenue Hoffman Estates, IL 60192 847.851.1800 800.527.9948 Fax 847.851.1339 www.cetco.com GCL Grab elongation: The Specification requires a grab elongation of 15 percent when measured by ASTM D4632. GCL elongation is no longer an industry standard measure of finished GCLs and is not required by industry standard specifications: GRI-GCL3, Standard Specification for Test Methods, Required Properties, and Testing Frequencies of Geosynthetic Clay Liners, and ASTM D5889, Standard Practice for Quality Control of Geosynthetic Clay Liners. Historical data shows that Bentomat° ST has a typical grab elongation of about 15 percent. CETCO® request the designer review the Certified Properties for Bentomat° ST as indicated on the enclosed TDS and confirm suitability for this application. Bentonite Moisture Content: The Technical Specification requires that the maximum bentonite moisture content not exceed 12%. For clarity, the bentonite moisture content prior to manufacturing CETCO° GCLs is no greater than 12%. As part of CETCO°'s proprietary GCL manufacturing process, water is added to the bentonite to assist GCL needle -punching. As a result, the typical moisture content of the bentonite in our finished GCLs leaving our manufacturing facilities is between 25 and 35 percent. These values are well below that of hydrated bentonite and will have no negative effect on installation or performance. Further, the industry standard specification governing GCLs, GRI- GCL3, Standard Specification for Test Methods, Required Properties, and Testing Frequencies of Geosynthetic Clay Liners, accepts a maximum GCL moisture content of 35%. Bentonite Mass per Unit Area: : A minimum bentonite content (mass/unit area) of 1.0 Ib/ft2 is specified for the project when tested at zero (dry) moisture content. CETCO can meet the required hydraulic conductivity with the industry standard for bentonite content is 0.75 Ib/ft2 when tested at zero moisture content per GRI-GCL3. Please confirm Bentomat® ST, which conforms to GRI-GCL3, would be acceptable in lieu of the bentonite content specified by Section 02780 of the Specifications. Additionally, since 1999, the industry has utilized a test method specifically developed for GCLs, ASTM D5993, Standard Test Method for Measuring Mass Per Unit of Geosynthetic Clay Liners. This test method has been formally adopted in the industry standard specifications, GRI-GCL3, Standard Specification for Test Methods, Required Properties, and Testing Frequencies of Geosynthetic Clay Liners, and ASTM D5889, Standard Practice for Quality Control of Geosynthetic Clay Liners. Accordingly, we request an exception to the GCL mass per unit area testing via the modified test method of ASTM D5261 in favor of the current industry standard test method. We request the designer review the Certified Properties for Bentomat° ST as indicated on the enclosed TDS and confirm suitability for this application. Hydraulic Conductivity: The Technical Specification requires that hydraulic conductivity (permeability) be measured via ASTM D5084, Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter. ASTM D5084 is intended for determining the permeability of soil under a variety of different methods. Since 1999, the industry has utilized a test method specifically developed for GCLs. ASTM D5887 has been adopted as the manufacturing quality control test and provides guidance for testing the GCL under a 35 kPa (5 psi) confining pressure with a 15 kPa (2 psi) head pressure. In addition to providing index flux values, ASTM D5587 also provides hydraulic conductivity data. This test method has formally been adopted in the industry standard specifications: GRI-GCL3, Standard Specification for Test Methods, Required Properties, and Testing Frequencies of Geosynthetic Clay Liners, and ASTM D5889, Standard Practice for Quality Control of Geosynthetic Clay Liners. We request the designer review the Certified Properties for Bentomat° ST as indicated on the enclosed TDS and confirm suitability for this application. Bentonite Granular Size: CETCO does not certify particle size, but CETCO uses only natural Wyoming sodium bentonite in granular form, and performs free swell and fluid loss in accordance with current industry standard methods of ASTM as indicated on the attached TDS. Woven Geotextile Mass per Unit Area: The Specification requires the woven geotextile to have a minimum mass per unit area of 3.3 ounces per square yard. The governing industry standard specification for GCLs: GRI-GCL3, Standard Specification for Test Methods, Required Properties, and Testing Frequencies of Geosynthetic Clay Liners requires a minimum average mass per unit area of 3.2 ounces per square yard for nonwoven geotextiles used in the construction of GCLs. Regardless of this small variation, CETCO° certifies that our GCL will meet the strengths and hydraulic performance listed in the enclosed TDS for Bentomat® ST. V MERS.LS iCC.,, NDLOo Jr.s .EAT AMinerals TechnologlasCompany 14' r� ^ `" CETCO 2870 Forbs Avenue Hoffman Estates, IL 60192 { ` 047.851.1800 800.527.9948 Fax 847.851.1339 www.cetco.com In addition to our Bentomat° ST TDS and the Technical References, please find enclosed our quotation based upon the above -indicated exceptions. Placement of an order in connection with the above - referenced project acknowledges receipt of this letter and acceptance of the proposed product and exceptions and clarifications made herein. We appreciate your interest in CETCO® Environmental Products. Please call Scott Perugia at (248) 756-0651 if you have any further questions. Very truly yours, '&� &#r4' Technical Sales Manager CETCO° Environmental Products MNERAL5 TOCHNOWGINS VAEAV AMlnerakTeclmologlesCompany 111OF CETCO COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY RECAP SHEETS TO: WASTE CONNECTIONS FROM: CETCO / JENNIE WCN - ANSON COUNTY LF EXPANSION ('20) POLKTON,NC NELSON BREEDEN LO - RPM E-MAIL: jennifer.marchant@mineraistech.com CUSTOMER P.O. 6115-20-0004 ORDER: 537,750 SF BENTOMAT ST (239 ROLLS) 30 BAGS CG-50 ORDER # TRUCK SHIP DATE ROLLS ROLL SFT BAGS 55046464 55046467 RUN DIRECT 4/15/2020 16 36000 0 550464681 ROAD KING EXPRESS 4/15/2020 16 36000 0 55046469 ELP 4/15/2020 16 36000 0 55046470 55046471 55046472 JDP TRUCKING 4/15/2020 16 36000 0 55046473 55046474 55046475 55046476 55046477 55046478 55046479 55046480 TOTALS 64 144000 0 Page 1 of 19 Bill of Lading Page 1 of 1 AMERICAN COLLOID COMPANY Shippers No : 55046468 Delivery No : 31768433 Previous Page Straight Bill of Lading - Original Loader: HM Time In : 04/15/20-17:54:42 Time Out : 04/15/20-18:55:45 Carrier : ROAD KING EXPRESS COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC 2870FORBS AVENUE Consigned To : HOFFMAN ESTATES IL 60192 WCN-CHAMBERS DEVELOPMENT COMPANY Ship Date : 04/15/2020 Via : TRUCK 375 DOZER DRIVE FOB : Shipping Point POLKTON NC 28135 Phone : Trailer Type : Flatb Sold To : 278721 Ship To : 278721 Shipping Plant : COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY Consigned PO : 6115-20-0004 LLC LLl Truck # : 4 Trailer # : 5320 / 92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431 Product Lots : Seal # : Container/Pro # : Global Comments : Carrier is responsible for cargo securement and protection from loss and damage.. . **ATTENTIQN RECEIVING** Do not sign for this shipment until you have thoroughly Inspected for any shortages/damages Nor course for short2os/damages with shipoer. unless noted on_deliveU receipt. Customer Comments: PLEASE CONTACT TIM 252-676-5896 AT LEAST 24 1JQURS PRIOR TO DELIVERY Order Qty Shipped Qty HM I Product Size / Description Weight 36000.0000 36000.0000 BENTOMAT® ST 43560.0000 FT2 FT2 110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE MANUFACTURE OF CLOTHING: CLASS 65 / ITEM 49265 SUB 10 Gross: 45870.0000 Tare: 0.0000 Total Net Weight: 45870.0000 Subject to section 7 of conditions, If this shipment Is to be If the charges are to be prepaid, delivered to the consignee without recourse on the consignor, the write or stamp here, "Prepaid." consignor 5ha11 sign the following statement: The carrier shall not PREPAID make day a''his shipment without payment of freight and all Shipper liable for the Ilnehaul other lawful charges charges only. CAD charges to be COLLOID ENVIRONMENTAL paid by: Consignee TECHNOLOGIES COMPANY LLC Mark with on 'x' to designate harardous materials ex define In tide 49 01 the code arFedm81 Regulatlo . Recanted Subject to Ihd dasslficatic is and lawfully nine larifib m etfeci on Iht dale or Issued of this billing of lading, the property described above In apparent goad order, expect as naked lcvnlents and condklivns of contents of packages unknown) marked, consigned, and dawned as indicated above which Bald earn" (the Word carrier being undenkaod throughout this conkrack as. meaning may Pena" of mrporation in possassion of the property under the contract). agrees to carry, to Its usual place of delivery at said dnstiriativn, if on its route, of herwlse. to deliver to another caller on the mute to sald dastina Ilan. It is mutually agreed as in tech carrier of all or any of the said property overall or any partlun 0t the said route to destination , and as to each party at any time Interested In air or any said property. That every service to be performed hdreundef shall be subject to all the temp and coridn Ions of the Uniform DGMastic Sl right Sip of Lading set forth (1) In Uniform Freig hl Ctassifcal Ion& in effect an the dote hereof, a thki is a rail or a rail-wo tar shiprtlani, air f a) In the appNeAke molar carrier dasspk:a thin or tariff If this Is a motor Carrier thipmont.able molar carrier ciao flcallnn or tariff It this is a motor to mitt shipment, shipper hereby ccr'lfivs that he is fa Millar vdth all the terms and tend ltions of the said pill of lading, Set troth In the dasei fltatlan of tariff rnhlch goVerris the transportation of this ahlpment, and the said terms and condluens era hereby agrreed to by the shipper and accented for hlmsolf and his a01ans, y Carrier: / This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the department of Transportation. Per Placards Required? Yes/No Supplied? Yes/No http://applications.mineraistech.com/DriverTrackinglOrderBillofLading.aspx?1=LL 1 &o=9... 4/16/2020 � PACKING LIST TUAY f,ti IF PURCHASE ORDER NO: 6115-20-0004 ORDER NO: 55046469 BOL NO: 2643819 SHIP FROM: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC ORDER DATE: 14-APR-2020 92 HIGHWAY 37 DELIVERY DATE: 15-APR-2020 PO BOX 428 LOVELL, WY 82431 US SHIP TO! WCN-CHAMBERS DEVELOPMENT COMPANY SOLD TO: WCN-CHAMBERS DEVELOPMENT COMPANY 375 DOZER DRIVE 375 DOZER DRIVE POLKTON, NC 28135 US POLKTON, NC 28135 US PACKING INSTRUCTIONS: ORDERED UOM1 SHIPPED PRODUCT DESCRIPTION LOT# LOT QUANTITY I BATCH / I WEIGHT( Ibs ) QUANTITY QUANTITY I ROLL# ` 36000 FT2 36000 BENTOMAT® ST LL-13-2020:1503 2250 BATCH4673 2985 LL-13-2020:1505 2250 BATCH4673 2965 LL-13-2020:1707 2250 BATCH4673 2820 LL-13-2020:1708 2250 BATCH4673 2835 LL-13-2020:1709 2250 BATCH4673 2820 LL-13-2020:1710 2250 BATCH4673 2835 LL-13-2020:1711 2250 BATCH4673 2805 LL-13-2020:1712 2250 BATCH4673 2810 LL-13-2020:1713 2250 BATCH4673 2810 LL-13-2020:1714 2250 BATCH4673 2780 LL-13-2020:1716 2250 BATCH4673 2775 LL-13-2020:1722 2250 BATCH4673 2805 LL-13-2020:1724 2250 BATCH4673 2780 LL-13-2020:1725 2250 BATCH4673 2760 LL-13-2020:1727 2250 BATCH4673 2775 LL-13-2020:1734 2250 BATCH4673 2785 PALLET COUNT: 0 UNIT COUNT: 16 SECONDARY UOM : RL TOTAL WEIGHT: 45145 COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC Page 1 of 1 Report Date:16-Apr-2020 10:45 AMERICAN COLLOID COMPANY - Shippers No : 55046467 Delivery No : 31768432 Original Loader:• Out t- t I t ,,Straight Bill of Lading - Carrier : RUN DIRECT COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC 2870FORBS AVENUE Consigned To : HOFFMAN ESTATES IL 60192 WCN-CHAMBERS DEVELOPMENT COMPANY Ship Date : 04/15/2020 Via : TRUCK 375 DOZER DRIVE FOB : Shipping Point POLKTON NC 28135 Phone : Trailer Type : Flatb Sold To : 278721 Ship To : 278721 Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY Consigned PO : 6115-20-0004 LLC LLl Truck # : 1206 Trailer # : 07697 / 92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431 Product Lots : Seal # : Container/Pro # : Global Comments : Carrier is responsible for cargo securement and protection from loss and damage... **ATTENTION RECEIVING** Do not si a n for, th is shi m nt u ntil you have thoroucLhly 1 nspected for any sh a e am No recourse for shortages/damages with shfoper, unless noted on delkyery receipt. Customer Comments : PLEASE CONTACT TIM 252-676-SB96 AT -LEAST OURS PRIOR TO DELIVERY 36000.0000 FT2 36000.0000 FT2 BENTOMAT® ST 43560.0000 110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE MANUFACTURE OF CLOTHING: CLASS 65 / ITEM 49265 SUB 10 Gross: 45155.0000 Tare: 0.0000 Total Net Weight: 45155.0000 Subject to section 7 of conditions, If this shipment is to be delivered to If the charges are to be prepaid, the consignee without recourse on the consignor, the consignor shall write or stamp here, "Prepaid." sign the following statement: The carrier shall not make delivery of this PREPAID shipment without payment of freight and all other lawful charges Shipper liable for the Ilnehaul charges COLLOID ENVIRONMENTAL only. COD charges to be paid by: Consignee TECHNOLOGIES COMPANY LLC hiark with an I)v to dmlgnatr hazardous malenais as ttiinmd In title 49 of the code of Federal Regulallom, Received Subject to the dasspf etiana and lawfully NM tariffs in effect on the date of Essued of this billing of lading, the properly described above in apparent good order, expect as noted (canhnm and conditions or contents of pacxagm unknown) marked, consigned, and destined as indicated above which said conier (the word terrier being undarstood throughout this rantract as meaning any person m cdrpo, atm in p�ion of the properly under the cpntract) agrees to carry to Its. usual place of delivery at said destination, if on its route, otherwise to deliver to another carrier on the route to said destination. it m mutually agreed as to each tamer of all or any of the said property overall all or any portion of the raid route to destination , and as to each party at any Time Interested In at or any said property, that every service to be Warmed hereunder shall be stiblect to all the Mims and conditions OF the llritform Domesdc Stright Ell of Ladl ng set forth (L) in Ilniforrrt Fresght tlar.»R[ahbm in effect art the date hereof, If this t5 a rail a a raO4 ater shipment, or (2) In the applicable motor currier aassificatlan Or to off If this is a nwW carrier ahipment.able motor carrier dosslticnbon or tariff If this it a motor carrier shipment. Shipper hereby certifies that he is Familiar with OR the terms and cand icons of the sale hill of lading, set forth In the ciasslflcalJon Of laidtf vmpch governs the transportatiph of =his shlpmmt. and the said terms and conaitions arc hereby dareed to by the shipper acid accepted for MmWr and his assigns - Carrier: This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the department of Transportation. Per Placards Required? Yes / No Supplied? Yes / No ;l► PACKING LIST �� �_ . 1� PURCHASE ORDER NO 6115-20-0004 ORDER NO: 55046468 BOL NO: 2644211 SHIP FROM: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC ORDER DATE: 14-APR-2020 92 HIGHWAY 37 DELIVERY DATE: 16-APR-2020 PO BOX 428 LOVELL, WY 82431 US SHIP TO: WCN-CHAMBERS DEVELOPMENT COMPANY SOLD TO: WCN-CHAMBERS DEVELOPMENT COMPANY 375 DOZER DRIVE 375 DOZER DRIVE POLKTON, NC 28135 US POLKTON, NC 28135 US PACKING INSTRUCTIONS: ORDERED UOM7 SHIPPED PRODUCT DESCRIPTION LOT# L07 QUANTITY BATCH / WEIGHT(Ihs ) QUANTITY QUANTITY I ROLL# 36000 FT-2 36000 BENTOW& ST LL-13-2020:1658 2250 BATCH4673 2880 LL-13-2020:1680 2250 BATCH4673 2865 LL-13-2020:1681 2250 BATCH4673 2935 LL-13-2020:1682 2250 BATCH4673 2855 LL-13-2020:1683 2250 BATCH4673 2925 LL-13-2020:1684 2250 BATCH4673 2925 LL-13-2020:1688 2250 BATCH4673 2885 LL-13-2020:1689 2250 BATCH4673 2885 LL-13-2020:1695 2250 BATCH4673 2850 LL-13-2020:1696 2250 BATCH4673 2850 LL-13-2020:1697 2250 BATCH4673 2815 LL-13-2020:1699 2250 BATCH4673 2880 LL-13-2020:1700 2250 BATCH4673 2860 LL-13-2020:1701 2250 BATCH4673 2790 LL-13-2020:1702 2250 BATCH4673 2830 LL-13-2020:1703 2250 BATCH4673 2840 PALLET COUNT: 0 UNIT COUNT: 16 SECONDARY UOM : RL TOTAL WEIGHT : 45870 COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC Page 1 of 1 Report Date: 1 6-Apr-2020 10:57 awl, AMERICAN COLLOID COMPANY IF- " Shippers No : 55046472 Delivery No : 31768437 Original ... 0: Out t- f t Carrier : ]DP TRUCKING COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC 2870 FORBS AVENUE Consigned To HOFFMAN ESTATES IL 60192 WCN-CHAMBERS DEVELOPMENT COMPANY Ship Date : 04/15/2020 Via : TRUCK 375 DOZER DRIVE FOB : Shipping Point POLKTON NC 28135 Phone : Trailer Type : Flatb Sold To : 278721 Ship To : 278721 Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY Consigned PO : 6115-20-0004 LLC LL1 Truck # : 749 Trailer # : 61962 / 92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431 Product Lots : Seal # : Container/Pro # : Global Comments : Carrier is responsible for cargo securement and protection from loss and damage... **ATTENTION RECEIVIN ** Do not sign for this shipment until You have thoroughly inspected for any shortaciesl�a tie No recourse for shortages/damages with shipper, unless noted gn delivery receipt. Customer Comments : PLEASE CONTACT TIM 252-676-SO AT LEAST 24 HOWLS PRIOR TCf DELI_V_ERY- 36000.0000 FT2 36000.0000 FT2 BENTOMAT® ST 43560.0000 110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE MANUFACTURE OF CLOTHING: CLASS 65 / ITEM 49265 SUB 10 Gross: 46035.0000 Tare: 0.0000 Total Net Weight: 46035.0000 Subjen to socdon 7 of conditions, if this shipment is to be dellvered to If the charges are to be prepaid, the opnsignee without mcmma on the consignor, Ire consignor shall write or stamp here, "Prepaid." sign Lne following statement: me carrier shall hat mako delivery of This PREPAID shipment without payment of freight and all other lawful charges Shipper liable for the Ilnehaul charges COLLOID ENVIRONMENTAL only. COD charges to be paid by: Consignee TECHNOLOGIES COMPANY LLC Mark with an 'X' to dnignate hazardous materials as defined in title 49 of the code of Federal Regulations. Received Subject to the classifications and lawfully filed tariffs in effect on the date of issued of this billing of lading, the properly described above in apparent good order, expect as noted (contents and conditions of contents of packages unknown) marked, consigned, and destined as indicated above Which said tamer (the word canner *@Ing under pod throuotiout this contract as fneanlno any person a<cdrporation In l ps eatoon of the property under the coritratt) agrees to tarry to Its usual place of delivery at said destinaton, it on its route, otherwise to deliver to encither caller on the route to said destination. it Is mutuaffy agreed as to each carrier or all or any of the said ptepefty over all or any poryon of the said ratite to deselnal ion , and as to each party at any dine interested In ah or any sold property, that every service to be performed hereunder Shall be subject to EW the terns and canddions of the Vnllorm Pomestit 5trlght &II of Lading set forth (1) In Uniform Freight Classifications in effect on the date hereof, If this Is a rail or a rail -water shtpmeht, or (2) in the applicable motor carrier cla,sl catlpn or tariff If thla Is a motor carrier shl¢ment.etife motor inarrief cla"Mcation at farile if this is a motor carrier shipment. Shipper hereby oMifles that he is familiar with all the tarns and condltions of the said bl(I of lading, set forth in the classification of tariff which governs the transportation of this shipment, and the said terms and conditions are hereby agreed to by the shipper and accepted for himself and his assigns. r Carrier: �- This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the department of Transportation. Per Placards Required? yes / No Supplied? yes / No PACKING LIST 'jTcEr= PURCHASE ORDER NO: 6115-20-0004 ORDER NO: 55046467 BOL NO: 2643683 SHIP FROM : COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC ORDER DATE: 14-APR-2020 92 HIGHWAY 37 DELIVERY DATE: 15-APR-2020 PO BOX 428 LOVELL, WY 82431 US SHIP TO: WCN-CHAMBERS DEVELOPMENT COMPANY SOLD TO : WCN-CHAMBERS DEVELOPMENT COMPANY 375 DOZER DRIVE 375 DOZER DRIVE POLKTON, NC 28135 US POLKTON, NC 28135 US PACKING INSTRUCTIONS: ORDERED UOM11 SHIPPED PRODUCT DESCRIPTION LOT# I LOT QUANTITY BATCH / WEIGHT( Ibs ) QUANTITY QUANTITY ROLL# 36000 FT2 36000 BENTOMAT® ST LL-13-2020:1502 2250 BATCH4673 3130 LL-13-2020:1517 2250 BATCH4673 2890 LL-13-2020:1715 2250 BATCH4673 2860 LL-13-2020:1717 2250 BATCH4673 2805 LL-13-2020:1718 2250 BATCH4673 2790 LL-13-2020:1719 2250 BATCH4673 2795 LL-13-2020:1720 2250 BATCH4673 2765 LL-13-2020:1721 2250 BATCH4673 2765 LL-13-2020:1723 2250 BATCH4673 2830 LL-13-2020:1726 2250 BATCH4673 2825 LL-13-2020:1728 2250 BATCH4673 2805 LL-13-2020:1729 2250 BATCH4673 2785 LL-13-2020:1730 2250 BATCH4673 2795 LL-13-2020:1732 2250 BATCH4673 2750 LL-13-2020:1733 2250 BATCH4673 2755 LL-13-2020:1738 2250 BATCH4673 2810 PALLET COUNT: 0 UNIT COUNT: 16 SECONDARY UOM : RL TOTAL WEIGHT: 45155 COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC Page 1 of 1 Report Dale: 1 6-Apr-2020 10:54 - AMERICAN COLLOID COMPANY Shippers No : 55046469 Delivery No : 31768434 Carrier : ELP COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC 2870 FORBS AVENUE Consigned To : HOFFMAN ESTATES IL 60192 WCN-CHAMBERS DEVELOPMENT COMPANY Ship Date : 04/15/2020 Via : TRUCK 375 DOZER DRIVE FOB : Shipping Point POLKTON NC 28135 Phone : Trailer Type : Flatb Sold To : 278721 Ship To : 278721 Shipping Plant: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY Consigned PO : 6115-20-0004 LLC LLl Truck # : 405 Trailer # : C7008 / 92 HIGHWAY 37 PO BOX 428 LOVELL WY 82431 Product Lots : Seal # : Container/Pro # : Global Comments : Carrier is responsible for cargo securement and protection from loss and damage... **ATTENTION RECEIVING** Do not sign for this shioment until you have thoroughly inspected far any shortaQe�/damages. No recourse for shortage5ldarnaues With shioni unless noted on delivery recelot. Customer Comments: PLEASE CONTACT TIM 52-676-5896 AT LEAST 24 HOURS PRIOR TO DELIVERY 36000.0000 FT2 36000.0000 FT2 BENTOMAT® ST 43560.0000 110 , CLOTH,FABRIC OR PIECE GOODS,NOI,OTHER THAN FOR THE MANUFACTURE OF CLOTHING: CLASS 65 / ITEM 49265 SUB 10 Gross: 43560.0000 Tare: 0.0000 Total Net Weight: 43560.0000 ro section 7 of Coneitlona, if this shmpni is to be delivered to If the charges are to be prepaid, I IJ V c-Ir".�gnee without recourse on the consigrim the consignor shall write or stamp here, "Prepaid." sign the following statement: The carrier shall not make delivery of this PREPAID shipment without payment of freight and all other lawful charges 5tF3pper IfeMe for the Ilnehaul charges COLLOID ENVIRONMENTAL only. COD charges to be paid by: Consignee TECHNOLOGIES COMPANY LLC %ai wdh so W to des.gnai ho;ardour matero als as defined mn title 45 of the code of Federal Regutatl ons. Recelved subject to the rj"f ratlens land lawfully filed tarlffs in ell on the date of Issued of this bHA,ag of lading, the properly dmerlbed above In epperent good order, expect as noted (contents and condltlons or contents of packages unknown) marked, consigned, and destlnad as Indiclated above whldr Bald carrier (the word carrier being um]erslood throughout this contract as mezri any person [sr corporiii In po.,..-w" of the property ii the contract) agrees to carry to Its usual place of degyery lit sold de6tina[Inn, If on its route, dtherwlsd to deliver to another carrier on the route to said destmetron. fir Is mutually agreed as to each carrier of all or any of the said property over all or arly portion of the sold route to destination , and 06 to sarh party at any time inoemsted in all or any said property, that every seance to be perrai hereunder shall be subject to all the tCRm6 and candition i or tho Uniform Dameuic Stnli 51110 taping sot forth ( [] in Ilntform Freight Ctassiflcatlons In iii on the date hemf, It this if, a rall Or a rail water 5idper i, or (2) In the applicable motor carrier elastRWtion or tan7lf this is a ni carrier shamiam.able motor turner clasvVeacm or tordr IF this is a motor carrier shipment. Shipper hereby ker dies that he Is ramlpar 00 all the terms and condllolkg of the said bill of lading, set forth In the classlncnlltln of tanif which gavems the transportation of this snlpment, and the sold terms and condition are hereby agreed to by the $hipper and accepted for himself and his assigns. Carrier: This is to certify that the above named materials are properly classified, described, packaged, and labeled and are in proper condition for transportation according to the applicable regulations of the department of Transportation. Per Placards Required? Yes/No Supplied? Yes/No PACKING LIST ►L'►I► PURCHASE ORDER NO: 6115-20-0004 ORDER NO: 55046472 BOIL NO: 2643635 SHIP FROM: COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC ORDER DATE: 14-APR-2020 92 HIGHWAY 37 DELIVERY DATE: 15-APR-2020 PO BOX 428 LOVELL, WY 82431 US SHIP TO: WCN-CHAMBERS DEVELOPMENT COMPANY SOLD TO : WCN-CHAMBERS DEVELOPMENT COMPANY 375 DOZER DRIVE 375 DOZER DRIVE POLKTON, NC 28135 US POLKTON, NC 28135 US PACKING INSTRUCTIONS: ORDERED UOM1 SHIPPED PRODUCT DESCRIPTION LOT# LOT QUANTITY BATCH I WEIGHTS !hs ) QUANTITY QUANTITY ROLL# 36000 FT2 36000 BENTOMAT® ST LL-13-2020:1506 2250 BATCH4673 2955 LL-13-2020:1736 2250 BATCH4673 2810 LL-13-2020:1737 2250 BATCH4673 2810 LL-13-2020:1515 2250 BATCH4673 2940 LL-13-2020:1547 2250 BATCH4673 2905 LL-13-2020:1550 2250 BATCH4673 2925 LL-13-2020:1551 2250 BATCH4673 2885 LL-13-2020:1552 2250 BATCH4673 2935 LL-13-2020:1553 2250 BATCH4673 2870 LL-13-2020:1554 2250 BATCH4673 2875 LL-13-2020:1568 2250 BATCH4673 2840 LL-13-2020:1571 2250 BATCH4673 2835 LL-13-2020:1576 2250 BATCH4673 2830 LL-13-2020:1731 2250 BATCH4673 2830 LL-13-2020:1735 2250 BATCH4673 2735 LL-13-2020:1504 2250 BATCH4673 3055 PALLET COUNT: 0 UNIT COUNT: 16 SECONDARY UOM : RL TOTAL WEIGHT: 46035 COLLOID ENVIRONMENTAL TECHNOLOGIES COMPANY LLC Page 1 of 1 Report Date: 16-Apr-2020 10:44 K : � Fey• -- �:�=.t. r- a �:A L-LAF� acr w-M �d Date: 30-Mar-2020 00:50 Purchase Order: 6115-20-0004 ORDER NUMBER: 55045981 WCN-CHAMBERS DEVELOPMENT COMPANY 375 DOZER DRIVE POLKTON,NC,28135 To Whom It May Concern: Please find the enclosed Manufacturing Quality Assurance/Manufacturing Quality Control (MQA/MQC) test data package for Geosynthetic Clay Liner (GCL) shipments to WCN-CHAMBERS DEVELOPMENT COMPANY . The enclosed data package includes results for all MQC tests required by ASTM D5889, with the exception of index flux/hydraulic conductivity. This test, which is run according to ASTM D5887, is normally performed once every 250,000 sq./ft. of GCL produced, unless a higher frequency is required by the project specifications. Because of the GCL's low permeability, this test can take several weeks to complete. The index flux/hydraulic conductivity results associated with this lot of material will be provided under separate cover as soon as they are available. Although the index flux/hydraulic conductivity test results are not yet available, CETCO® accepts responsibility for our GCL should the index flux/hydraulic conductivity test produce unacceptable results. If, upon delivery and prior to installation, individual rolls of GCL are found to be nonconforming to accepted project specifications, CETCO® will replace the nonconforming material at no charge. Questions regarding this information should be directed to CETCO® Technical Services at eptechservices@cetco.com. Sincerely, /;N� NICHOLLS, RYAN J Quality Assurance Coordinator CETCOO Lovell Plant may"` CEr.- Callid MkwbaW rarmyfty uC GEOSYNTHETIC CLAY LINER MANUFACTURING QUALITY ASSURANCE DATA PACKAGE PROJECT NAME: CUSTOMER P.O.: 6115-20-0004 ORDER NUMBER: 55045981 PREPARED FOR: WCN-CHAMBERS DEVELOPMENT COMPANY CONTENTS: • Product Certifications ■ GCL Order Packing List and MQA Tracking Form ■ GCL Manufacturing Quality control test data Bentonite clay certification ■ Raw Material Test results PREPARED BY: NICHOLLS, RYAN J Quality Assurance Coordinator CETCO® AMERICAN COLLOID COMPANY 92 HIGHWAY 37 LOVELL, 82431, WY Telephone: 800-322-115 9 Email: Ryan.Nicholls@mineralstech.com t01W Ea*MMM Tedwk& [aff"q ut PRODUCT CERTIFICATIONS PROJECT NAME: CUSTOMER P.O.: 6115-20-0004 ORDER NUMBER: 55045981 PREPARED FOR: WCN-CHAMBERS DEVELOPMENT COMPANY The GCL Manufactured for the above -referenced order number is certified to meet the values listed in the tables below: GCT. PROPERTY SPECIFICATIONS FOR BENTOMAT® ST Test Method ASTM D6243 Test Method Property GCL Hydrated Internal Shear Strength Test Frequency 1,000,000 sq ft Certified Vale 500 - psf ✓ ASTM D6496 GCL Peel Strength 40,000 sq ft (4,000 s m) 3.5 - lbs/in ASTM D5993 Bentonite Mass/Area 40,000 sq ft (4,000 sq m) .75 - Ibslsq ft t/ ASTM D5890 Bentonite Free Swell 50 tons 24 - ml c� ASTM D5891 ASTM D6768 ASTM D5887 Bentonite Fluid Loss GCL Grab Strength GCL-Hydraulic Conductivity 50 tons 200,000 sq ft (20,000 sq m) 250,000 sq ft 18 - ml 30 - lbs/in t. 5x10-9 - cm/s ✓ ASTM D5887 GCL-Index Flux 250,000 sq ft lx10-8 - m3/m2/s ✓ - All tensile testing is in the machine direction using ASTM D 6768. All peel strength testing is performed using ASTM D 6496. An "*" indicates non-standard testing, frequency, or certified value . NEEDLE DETECTION AND REMOVAL 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 needless and fragments of needles that would negatively affect the performance of the final product. Sincerely, NICHOLLS, RYAN J Quality Assurance Coordinator CETCO® Lovell Plant B. For reasons of strength, performance, and integrity, the GCL shall be manufactured by mechanically bonding the geotextiles using a needle -punt i process. Needle -punched GCLs are those which, by the use of a needling ; have fibers of the non -woven geotextile pushed through the bentonite lay and integrated into a woven geotextile. 2.02 MATERIALS 14% v A. The GCL and its components shall have the prope shown in lowing table: MATERIAL PROPERTY TEST METHOD' T FRE ENCY CERTIFIED VALUE Grab Strength ASTM D46323 5 ,000 sq.ft.' 109 lbs Woven Geotextile Grab Elongation ASTM D4632 50,000 sq.ft. 15 percent Mass/Area ASTM D5-)1 50,000 sq.ft. 3.3 oz/sq.yd. Grab Strength ASTM 4632 50,000 sq.ft. 6.0 lbs Non -Woven Geotextile Grab Elongation AST D4632 50,000 sq.ft. 150 percent Mass/Area . TM D5261 50,000 sq.ft. 6.0 lbs min. Free Swell ACC 10107 50,000 sq.ft. 24 mL/2g min. Fluid Loss _ API 13A/13B 50,000 sq.ft. 15 mL max. -- Bentoniteb Particle T e: Gran ar ASTM D421 50,000 sq.ft. q' 100% min - #10 1 % min - #200 Sample Mass/Ar as ASTM D5261 20,000 sq.ft. 1.0 lb/sq.ft. min. Moisture Co ent ASTM D4643 20,000 sq.ft. 25 percent typical Grab Stre gth ASTM D4632 20,000 sq.ft. 90 lbs ASTM D4632 Grab ongation 20,000 sq.ft. 15 percent Bentomat Pee trength ASTM D4632 20,000 sq.ft. 15 lbs min. eability ASTM D5084 1,000,000 sq.ft. <5 x 10-9 cm/sec Internal Shear Strength10 ASTM D5321 prior data >500 psf Interface Shear Strengths' ASTM D5321 LPiordata �Psf 143-125 Anson County Landfill '/ �Zs�--October Phase 3 and 4 02780-3 C � TEST TEST MATERIALI PROPERTY I I METHODI 1FREQUENCY1 I CVALUE2D Explanatory Notes: 1. ASTM procedures modified as necessary to utilize three test specimens across the roll width. Results are reported as the average of these three values. Size of test specimens may also differ slightly from those indicated in ASTM methods. 2. All required values listed are minimum average roll values (MARVs) unless otherwise indicated. 3. All tensile testing on the geotextiles and on the GCL is performed with the test specimens oriented in the machine direction. 4. The test frequency listed is based on one series of tests per woven geotextile roll. This corresponds to an approximately frequency of one test per 50,000 square feet of GCL produced. Actual frequency may vary slightly due to varying roll dimensions. 5. The values listed represent the non -woven geotextile before being needle -punched into the GCL. The actual tensile strength of the non -woven may be higher but cannot be accurately measured due to difficulties in separating it from the woven geotextile. 6. These parameters are for the bentonite as delivered to the GCL manufacturer, not for the bentonite in the finished product. 7. ACC method derived from general methodology outlined in USP-NF-SVII. 8. Mass per unit area of the bentonite, obtained by weighing an oven -dried sample of known area and subtracting the typical geotextile mass per unit area values. The resulting mass per unit area values are normalized to a reference moisture content standard of 12 percent. 9. At 5 psi confining stress and 5 psi head pressure. 10. Internal and interface shear strength values are based on those required to demonstrate slope stability with an adequate safety factor. 11. Interface between the (woven or non -woven) surface of the GCL and surface of (adjacent geosynthetic or soil layer). 2.03 GCL PANEL DIMENSIONS A. The minimum acceptable dimensions of full-size GCL panels shall be 15 feet in width and 125 feet in length. "Short" rolls (those manufactured to a length greater than 70 feet but less than 125 feet) are a necessary by-product of the GCL manufacturing process, but will only be allowed at a rate no greater than 5 per truckload or every 36,000 square feet, whichever is less. 2.04 SEAM OVERLAP LINES A. A 6-inch "lap" line and a 9-inch "match" line shall be imprinted on both edges of the upper geotextile component of the GCL as a means for providing quality assurance of the overlap. Lines shall be printed in easily visible, non -toxic ink. 2.05 PRODUCT DOCUMENTATION A. The manufacturer shall provide the Engineer or other designated party with manufacturing QA/QC certifications for each shipment of GCL. The certifications shall be signed by a responsible party employed by the manufacturer such as the 143-125 Anson County Landfill October 2016 Phase 3 and 4 02780-4 1.04 UNIT PRICES A. Measurement will be made of the total surface area in square feet covered by the GCL as shown on the contract drawings. Final quantities will be based on as -built conditions. Allowance will be made for GCL in anchor and drainage trenches but no allowance will be made for waste, overlap, or materials used for the convenience of the Contractor. GCL installed and accepted will be paid for the respective contract unit price in the bidding schedule. 1.05 SUBMITTALS A. With the Bid, the Contractor shall furnish the following information: 1. Conceptual description of the proposed plan for placement of the GCL panels over the area of installation. 2. GCL manufacturer's affidavit providing assurance that the qualifications of Section 1.05 of this specification have been achieved. At the Engineer's request: a. A representative sample of the GCL, suitable for testing. b. A project reference list consisting of the principal details of at least ten projects totaling at least 10 million square feet in size. B. Upon shipment, the Contractor shall furnish the following: 1. GCL manufacturer's Quality Assurance/Quality Control (QA/QC) certifications to verify that the materials supplied for the project are in accordance with the requirements of this specification. 2. Manufacturer's warranty covering materials and workmanship of the GCL. 1.06 QUALIFICATIONS A. GCL Manufacturer must have produced at least 10 million square feet of GCL, with at least 8 million square feet installed. B. GCL Installer must either have installed at least 1 million square feet of GCL, or must provide to the Engineer satisfactory evidence, through similar experience in the installation of other types of geosynthetics, that the GCL will be installed in a competent, professional manner. PART 2 — PRODUCTS 2.01 GEOSYNTHETIC CLAY LINERS (GCL) A. The GCL shall consist of a layer of sodium bentonite clay encapsulated between two polypropylene geotextiles, one woven and one non -woven, and shall comply with all of the manufacturing processes and physical/chemical criteria listed in this Section. Prior to using an alternate GCL, the Contractor must furnish independent test results demonstrating that the proposed alternate material meets all requirements of this specification, and must obtain prior approval of the alternative GCL by the Project Engineer. 143-125 Anson County Landfill October 2016 Phase 3 and 4 02780-2 1 GCL MANUFACTURING QUALITY CONTROL TEST DATA The following rolls in GCL certification package number 55045981 have been tested in our production facility lab. Product Lot# Tested Roll# Mass Area Grab Strength I Peel Strength Tested ASTM Test Method: ASTM D5993 ASTM D6768,ASTM D6496 Required Value: .75 - lbs/sq ft o 30 - lbs/in h .5 - lbs/in BENTOMAT® ST LL-13-2020 1500 1 39.8 7.2 BENTOMAT® ST LL-13-2020 1517 .9 39.8 6 BENTOMATO ST LL-13-2020 1534 .85 39.8 7.8 BENTOMAT® ST LL-13-2020 1551 .96 39.8 5.5 BENTOMAT® ST LL-13-2020 1568 .88 39.8 7.9 BENTOMAT® ST LL-13-2020 1585 .9 58.5 6.6 BENTOMATO ST LL-13-2020 1602 .89 58.5 6.9 BENTOMAT® ST LL-13-2020 1619 .9 58.5 7.3 BENTOMAT® ST LL-13-2020 1636 -87 58.5 7.4 BENTOMAT® ST LL-13-2020 1653 .94 58.5 7.9 BENTOMATO ST LL-13-2020 1670 .89 72.4 6.9 BENTOMATO ST LL-13-2020 1687 .85 72.4 5.9 BENTOMAT® ST LL-13-2020 1704 .93 72.4 5.8 BENTOMAT® ST LL-13-2020 1721 .9 72.4 5.8 BENTOMAT® ST LL-13-2020 1738 .91 72.4 1 5.2 BENTONITE CLAY CERTIFICATION The Bentonite Clay used to produce package 55045981 was tested in our production facility lab and yielded the following results. Clay Lot 0 Moist Swell Fluid Loss ASTM Test Method: ASTM D2216 ASTM D5890 ASTM D5891 Required Value: 12 - % 24 - ml 18 - ml L-080-20-G 11.27 30 11.8 L-084-20-A 11.3 31 12 L-084-20-B 11.42 30 12 L-084-20-C 11.2 30 12.4 L-086-20-B 11.34 30 12.6 CE- cow mgonratw has cc" uc GEOTEXTILE TEST RESULTS FROM MATERIAL SUPPLIERS The GCL in certification package number 55045981 was manufactured with geotextiles which were tested and yielded the following results. BASE GEOTEXTILE Material Roll Number Mass Area Grab Strength oz/yd2 lbs 01-9865 3020020707 3.38 163.5 01-9865 3020020553 3.25 144.8 01-9865 3020021107 3.32 1 173.2 01-9865 3020020727 3.38 163.5 01-9865 3020011481 3.24 148.2 01-9865 3020021105 3.26 162.6 01-9865 3020011533 3.67 159.1 01-9865 3020020192 3.32 147.1 01-9865 3020011628 3.25 138.5 COVER GEOTEXTILE Material Roll Number Mass Area ozJ d2 Grab Strength lbs 01-9514 700262412 6.61 107 01-9514 700241324 6.57 81 01-9514 700262367 6.87 130 01-9514 700262417 6.7 93 01-9514 700262342 6.3 99 01-9514 700262419 6.7 93 01-9514 700262359 6.7 132 01-9514 700262344 6.3 99 01-9514 700262355 6.53 116 01-9514 700262343 6.3 99 01-9514 700262418 6.7 93 01-9514 700262384 6.09 110 01-9514 2026104928 6.61 131.59 01-9514 700262409 6.45 112 01-9514 700241179 6.06 64 01-9514 700239349 6.77 91 01-9514 700239353 6.55 64 01-9514 700241300 6.52 73 01-9514 700262394 6.32 118 01-9514 700262421 6.94 110 01-9514 700262416 6.79 126 01-9514 700241305 6.53 65 01-9514 700262360 6.1 110 01-9514 700262404 6.76 95 01-9514 700262377 6.47 115 01-9514 700241383 6.18 109 01-9514 700262405 6.32 117 01-9514 700262403 6.76 95 01-9514 700262385 6.09 110 01-9514 700262386 6.09 110 01-9514 700262383 6.87 128 01-9514 700260538 6.28 117 01-9514 700260514 6.55 129 01-9514 700262425 6.66 120 01-9514 700262375 6.47 115 01-9514 700262423 6.66 120 Certifications from our suppliers are on file at our production facility. CET COMM retl wd& [onyi" uC GCL PACKING LIST AND MQA TRACKING FORM Listing of finished and raw materials used to produce certification package number 55045981 GCL GEOTEXTILE CLAY BENTOMAT® ST 01-9514 01-9865 CG 50-BLK Order GCL Lot# GCL Roll# Length Width Weight S . ft Roll # Tested Ca l 1104 Basel Roll # Clay Lot # 55045981 LL-13-2020 1500 150 15 3125 2250 1500 700262412 3020020707 L-080-20-G 55045981 LL-13-2020 1501 150 15 3055 2250 1500 700262412 3020020707 L-080-20-G 55045981 LL-13-2020 1502 150 15 3130 2250 1500 700262412 3020020707 L-080-20-G 55045981 LL-13-2020 1503 150 15 2985 2250 1500 700262412 3020020707 L-080-20-G 55045981 LL-13-2020 1504 150 15 3055 2250 1500 700262412 3020020707 L-080-20-G 55045981 LL-13-2020 1505 150 15 2965 2250 1500 700262412 3020020707 L-080-20-G 55045981 LL-13-2020 1506 150 15 2955 2250 1500 700262412 3020020707 L-080-20-G 55045981 LL-13-2020 1507 150 15 3265 2250 1500 700241324 3020020707 L-080-20-G 55045981 LL-13-2020 1508 150 15 2990 2250 1500 700241324 3020020707 L-080-20-G 55045981 LL-13-2020 1509 150 15 3045 2250 1500 700241324 3020020553 L-080-20-G 55045981 LL-13-2020 1510 150 15 2890 2250 1500 700241324 3020020553 L-080-20-G 55045981 LL-13-2020 1511 150 15 2895 2250 1500 700241324 3020020553 L-080-20-G 55045981 LL-13-2020 1512 150 15 2950 2250 1500 700241324 3020020553 L-080-20-G 55045981 LL-13-2020 1513 150 15 2960 2250 1500 700262367 3020020553 L-080-20-G 55045981 LL-13-2020 1514 150 15 2970 2250 1500 700262367 3020020553 L-080-20-G 55045981 LL-13-2020 1515 150 15 2940 2250 1500 700262367 3020020553 L-080-20-G 55045981 LL-13-2020 1516 150 15 2915 2250 1500 700262367 3020020553 L-080-20-G 55045981 LL-13-2020 1517 150 15 2890 2250 1517 700262367 3020020553 L-080-20-G 55045981 LL-13-2020 1518 150 15 2925 2250 1517 700262367 3020020553 L-080-20-G 55045981 LL-13-2020 1519 150 15 2930 2250 1517 700262367 3020020553 L-080-20-G 55045981 LL-13-2020 1520 1 150 15 2930 2250 1517 700262417 3020020553 L-080-20-G 55045981 LL-13-2020 1521 150 15 2850 2250 1517 700262417 3020020553 L-080-20-6 55045981 LL-13-2020 1522 150 15 2920 2250 1517 700262417 3020020553 L-080-20-G 55045981 LL-13-2020 1523 150 15 2885 2250 1517 700262417 3020020553 L-080-20-G 55045981 LL-13-2020 1524 150 15 2875 2250 1517 700262417 3020020553 L-080-20-G 55045981 LL-13-2020 1525 1 150 15 2950 2250 1517 1 700262417 3020020553 L-080-20-G 55045981 LL-13-2020 1526 150 15 2825 2250 1517 700262417 3020020553 ' L-080-20-G 55045981 LL-13-2020 1527 150 15 2940 2250 1 1517 1 700262342 3020020553 L-080-20-G 55045981 LL-13-2020 1528 150 15 2860 2250 1 1517 1 700262342 3020020553 L-080-20-G 55045981 LL-13-2020 1529 150 15 2885 2250 1517 700262342 3020020553 L-080-20-G 55045981 LL-13-2020 1530 150 15 2890 2250 1517 700262342 3020020553 L-080-20-G 55045981 LL-13-2020 1531 150 15 2890 2250 1517 700262342 3020020553 L-080-20-G 55045981 LL-13-2020 1532 150 15 2870 2250 1517 700262342 3020020553 L-080-20-G 55045981 LL-13-2020 1533 150 15 2870 2250 1517 700262342 3020020553 L-080-20-G 55045981 LL-13-2020 1534 150 15 2885 2250 1534 700262419 3020020553 L-090-20-G 55045981 LL-13-2020 1535 150 15 2875 2250 1534 700262419 3020020553 L-080-20-G 55045981 LL-13-2020 1536 150 15 3015 2250 1534 700262419 3020020553 L-080-20-G 55045981 LL-13-2020 1537 150 15 2870 2250 1534 700262419 3020020553 L-080-20-G 55045981 LL-13-2020 1538 150 15 2990 2250 1534 700262419 3020020553 Lr080-20-G 55045981 LL-13-2020 1539 150 15 2835 2250 1534 700262359 3020021107 L-080 20-G 55045981 LL-13-2020 1540 150 15 2895 2250 1534 700262359 3020021107 L-080-20-G 55045981 LL-13-2020 1541 150 15 2880 2250 1534 700262359 3020021107 L-080-20-G 55045981 LL-13-2020 1542 150 15 3005 2250 1534 700262359 3020021107 L-080-20-G 55045981 LL-13-2020 1543 150 15 2990 2250 1534 700262359 3020021107 L-080-20-G 55045981 LL-13-2020 1544 150 15 2990 2250 1534 700262359 3020021107 L-080-20-G 55045981 LL-13-2020 1545 150 1 15 2880 2250 1534 700262359 3020021107 L-080-20-G 55045981 LL-13-2020 1546 150 15 2880 2250 1534 700262344 3020021107 L-080-20-G 55045981 LL-13-2020 1547 150 15 2905 2250 1534. 700262344 3020021107 L-084-20-A 55045981 LL-13-2020 1548 150 15 2880 2250 1534 700262344 3020021107 L-084-20-A 55045981 LL-13-2020 1549 150 15 2895 2250 1534 700262344 3020021107 L-084-20-A 55045981 LL-13-2020 1550 150 15 2925 2250 1534 700262344 3020021107 L-084-20-A 55045981 LL-13-2020 1551 150 15 2885 2250 1551 700262344 3020021107 L-084-20-A 55045981 LL-13-2020 1552 150 15 2935 2250 1551 700262344 3020021107 L-084-20-A 55045981 LL-13-2020 1553 150 15 2870 2250 1551 700262355 3020021107 L-084-20-A 55045981 LL-13-2020 1554 150 15 2875 2250 1551 700262355 3020021107 L-084-20-A 55045981 LL-13-2020 1555 150 15 2825 2250 1551 700262355 3020021107 L-084-20-A 55045981 LL-13-2020 1556 150 15 2825 2250 1551 700262355 3020021107 L-084-20-A 55045981 LL-13-2020 1557 150 15 2905 2250 1551 700262355 3020021107 L-084-20-A 55045981 LL-13-2020 1558 150 15 1 2850 2256 1551 700262355 3020021107 L-084-20-A 55045981 LL-13-2020 1559 150 15 2845 2250 1551 700262355 3020021107 L-084-20-A 55045981 LL-13-2020 1560 150 15 2850 2250 1551 700262343 3020021107 L-084-20-A 55045981 LL-13-2020 1561 150 15 2880 2250 1551 700262343 3020021107 L-084-20-A 55045981 LL-13-2020 1562 150 15 2830 2250 1551 700262343 3020021107 L-084-20-A 55045981 LL-13-2020 1563 150 15 2840 2250 1551 700262343 3020021107 L-084-20-A 55045981 LL-13-2020 1564 150 15 1 2860 2250 1551 700262343 3020021107 L-084-20-A 55045981 LL-13-2020 1565 150 15 2840 2250 1551 700262343 3020021107 L-084-20-A 55045981 LL-13-2020 1566 150 15 2825 2250 1551 1 700262343 3020021107 L-084-20-A 55045981 LL-13-2020 1567 150 15 2840 2250 1551 700262418 3020021107 L-084-20-A 55045981 LL-13-2020 1568 150 15 2840 1 2250 1568 700262418 1020021107 L-084-20-A 55045981 LL-13-2020 1569 150 15 2835 2250 1568 700262418 3020021107 L-084-20-A 55045981 LL-13-2020 1570 150 15 2825 2250 1568 700262418 3020020727 L-084-20-A 55045981 LL-13-2020 1571 150 15 2835 2250 1568 700262418 3020020727 L-084-20-A 55045981 LL-13-2020 1572 150 15 2830 2250 1568 700262418 3020020727 L-084-20-A 55045981 LL-13-2020 1573 150 15 2830 2250 1568 700262418 3020020727 L-084-20-A 55045981 LL-13-2020 1574 150 15 2990 1 2250 1568 700262384 3020020727 L-084-20-A 55045981 LL-13-2020 1575 150 15 2830 2250 1568 700262384 3020020727 L-084-20-A 55045981 LL-13-2020 1576 150 15 2830 2250 1568 700262384 3020020727 L-084-20-A 55045981 LL-13-2020 1577 150 15 2820 2250 1568 700262384 3020020727 L-084-20-A 55045981 LL-13-2020 1578 150 15 2820 2250 1568 700262384 3020020727 L-084-20-A 55045981 LL-13-2020 1579 150 15 2840 2250 1568 700262384 3020020727 L-084-20-A 55045981 LL-13-2020 1580 150 15 2830 2250 1568 700262384 3020020727 L-084-20-A 55045981 LL-13-2020 1581 150 15 2790 2250 1568 2026104928 3020020727 L-084-20-A 55045981 LL-13-2020 1582 150 15 3000 2250 1568 2026104928 3020020727 L-084-20-A 55045981 LL-13-2020 1583 150 15 2950 2250 1568 2026104928 3020020727 L-084-20-A 55045981 LL-13-2020 1584 150 15 2975 2250 1568 2026104928 3020020727 L-084-20-A 55045981 LL-13-2020 1585 150 15 2915 2250 1585 2026104928 3020020727 L-084-20-A 55045981 LL-13-2020 1586 150 15 2900 2250 1585 2026104928 3020020727 L-084-20-A 55045981 LL-13-2020 1587 150 15 2975 2250 1585 2026104928 3020020727 L-084-20-A 55045981 LL-13-2020 1588 150 15 3000 2250 1585 700262409 3020020727 L-084-20-A 55045981 LL-13-2020 1589 150 15 2885 2250 1585 700262409 3020020727 L-084-20-A 55045981 LL-13-2020 1590 150 15 2900 2250 1585 700262409 3020020727 L-084-20-A 55045981 LL-13-2020 1591 150 15 2895 2250 1585 700262409 3020020727 L-084-20-A 55045981 LL-13-2020 1592 150 15 2930 2250 1585 700262409 3020020727 L-084-20-A 55045981 LL-13-2020 1593 150 15 3030 2250 1585 700262409 3020020727 L-084-20-A 55045981 LL-13-2020 1594 150 15 3010 2250 1585 700262409 3020020727 L-084-20-A 55045981 LL-13-2020 1595 150 15 2955 2250 1585 700241179 3020020727 L-084-20-A 55045981 LL-13-2020 1596 150 15 2960 2250 1585 700241179 3020020727 L-084-20-A 55045981 LL-13-2020 1597 150 15 2930 2250 1585 700241179 3020020727 L-084-20-A 55045981 LL-13-2020 1598 150 15 2915 2250 1585 700241179 3020020727 L-084-20-B 55045981 LL-13-2020 1599 150 15 2940 2250 1585 700241179 3020020727 L-084-20-B 55045981 LL-13-2020 1600 150 15 2940 2250 1585 700241179 3020020727 L-084-20-B 55045981 LL-13-2020 1601 150 15 2930 2250 1585 700239349 3020011481 L-084-20-B 55045981 LL-13-2020 1602 150 15 2915 2250 1602 700239349 3020011481 L-084-20-B 55045981 LL-13-2020 1603 150 15 2905 2250 1602 700239349 3020011481 L-084-20-B 55045981 LL-13-2020 1604 150 15 2895 2250 1602 700239349 3020011481 L-084-20-B 55045981 LL-13-2020 1605 150 15 2915 2250 1602 700239349 3020011481 L-084-20-B 55045981 LL-13-2020 1606 150 15 2915 2250 1602 700239349 3020011481 L-084-20-B 55045981 LL-13-2020 1607 150 15 2905 2250 1602 700239349 3020011481 L-084-20-B 55045981 LL-13-2020 1608 150 15 3000 2250 1602 700239353 3020011481 L-084-20-B 55045981 55045981 55045981 LL-13-2020 LL-13-2020 LL-13-2020 1609 1610 1611 150 150 150 15 15 15 2870 2825 2895 2250 2250 2250 1602 1602 1602 700239353 700239353 700239353 3020011481 3020011481 3020011481 L-084-20-B L-084-20-B L-084-20-B 55045981 LL-13-2020 1612 150 15 2860 2250 1602 700239353 3020011481 L-084-20-B 55045981 LL-13-2020 1613 150 15 2880 2250 1602 700239353 3020011481 L-084-20-B 55045981 LL-13-2020 1614 150 15 2810 2250 1602 700241300 3020011481 L-084-20-B 55045981 LL-13-2020 1615 150 15 2825 2250 1602 700241300 3020011481 L-084-20-B 55045981 LL-13-2020 1616 150 15 2990 2250 1602 700241300 3020011481 L-084-20-B 55045981 LL-13-2020 1617 150 15 2800 2250 1602 700241300 3020011481 L-084-20-B 55045981 LL-13-2020 1618 150 15 2855 2250 1602 700241300 3020011481 L-084-20-B 55045981 LL-13-2020 1619 150 15 2855 2250 1619 700241300 3020011481 L-084-20-B 55045981 LL-13-2020 1620 150 15 2840 2250 1619 700241300 3020011481 L-084-20-B 55045981 LL-13-2020 1621 150 15 2890 2250 1619 700262394 3020011481 L-084-20-B 55045981 LL-13-2020 1622 150 15 2790 2250 1619 700262394 3020011481 L-084-20-B 55045981 LL-13-2020 1623 150 15 2755 2250 1619 700262394 3020011481 L-084-20-B 55045981 LL-13-2020 1624 150 15 2820 2250 1619 700262394 3020011481 L-084-20-B 55045981 LL-13-2020 1625 150 15 2790 2250 1619 700262394 3020011481 L-084-20-B 55045981 LL-13-2020 1626 150 15 2755 2250 1619 700262394 3020011481 L-084-20-B 55045981 LL-13-2020 1627 150 15 2785 2250 1619 700262394 3020011481 L-084-20-B 55045981 LL-13-2020 1628 150 15 2815 2250 1619 700262421 3020011481 L-084-20-B 55045981 LL-13-2020 1629 150 15 2755 2250 1619 700262421 3020011481 L-084-20-B 55045981 LL-13-2020 1630 150 15 2810 2250 1619 700262421 3020011481 L-084-20-B 55045981 LL-13-2020 1631 150 15 2820 2250 1619 700262421 3020021105 L-084-20-B 55045981 LL-13-2020 1632 150 15 2785 2250 1619 700262421 3020021105 L-084-20-B 55045981 LL-13-2020 1633 150 15 2805 2250 1619 700262421 3020021105 1 L-084-20-B 55045981 LL-13-2020 1634 150 15 2805 2250 1619 700262421 3020021105 L-084-20-B 55045981 LL-13-2020 1635 150 15 2850 2250 1619 700262416 3020021105 L-084-20-B 55045981 LL-13-2020 1636 150 15 2810 2250 1636 700262416 3020021105 L-084-20-B 55045981 LL-13-2020 1637 150 15 2820 2250 1636 700262416 3020021105 L-084-20-B 55045981 LL-13-2020 1638 150 15 2820 2250 1636 700262416 3020021105 L-084-20-B 55045981 LL-13-2020 1639 150 15 2815 2250 1636 700262416 3020021105 L-084-20-B 55045981 LL-13-2020 1640 150 15 2800 2250 1636 700262416 3020021105 L-084-20-B 55045981 LL-13-2020 1641 150 15 2810 2250 1636 700262416 3020021105 L-084-20-B 55045981 LL-13-2020 1642 150 15 1 2820 2250 1636 700241305 3020021105 L-084-20-B 55045981 LL-13-2020 1643 150 15 2810 2250 1636 7.00241305 3020021105 L-084-20-B 55045981 LL-13-2020 1644 150 15 2790 2250 1636 700241305 3020021105 L-084-20-B 55045981 LL-13-2020 1645 150 15 2790 2250 1636 700241305 3020021105 L-084-20-B 55045981 LL-13-2020 1646 150 15 2800 2250 1636 700241305 3020021105 L-084-20-B 55045981 LL-13-2020 1647 150 15 2840 2250 1636 700241305 1 3020021105 L-084-20-B 55045981 1 LL-13-2020 1648 150 15 2835 2250 1636 700262360 1 3020021105 L-084-20-B 55045981 LL-13-2020 1649 150 15 2835 2250 1636 700262360 3020021105 L-084-20-C 55045981 LL-13-2020 1650 150 15 2820 2250 1636 700262360 3020021105 L-084-20-C 55045981 LL-13-2020 1651 150 15 2830 2250 1636 700262360 3020021105 L-084-20-C 55045981 LL-13-2020 1652 150 15 2840 2250 1636 700262360 3020021105 L-084-20-C 55045981 LL-13-2020 1653 150 15 2940 2250 1653 700262360 3020021105 L-084-20-C 55045981 LL-13-2020 1654 150 15 2880 2250 1653 700262360 3020021105 L-084-20-C 55045981 LL-13-2020 1655 150 15 2890 2250 1653 700262404 3020021105 L-084-20-C 55045981 LL-13-2020 1656 150 15 2915 2250 1653 700262404 3020021105 L-084-20-C 55045981 LL-13-2020 1657 150 15 2940 2250 1653 700262404 3020021105 L-084-20-C 55045981 LL-13-2020 1658 150 15 2880 2250 1653 700262404 3020021105 L-084-20-C 55045981 LL-13-2020 1659 150 15 2875 2250 1653 700262404 3020021105 L-084-20-C 55045981 LL-13-2020 1660 150 15 2875 2250 1653 700262404 3020021105 L-084-20-C 55045981 LL-13-2020 1661 150 15 2895 2250 1653 700262377 3020021105 L-084-20-C 55045981 LL-13-2020 1662 150 15 2900 2250 1653 700262377 3020021105 L-084-20-C 55045981 LL-13-2020 1663 150 15 2905 2250 1653 700262377 3020011533 L-084-20-C 55045981 LL-13-2020 1664 150 15 2885 2250 1653 700262377 3020011533 L-084-20-C 55045981 LL-13-2020 1665 150 15 2840 2250 1653 700262377 3020011533 L-084-20-C 55045981 LL-13-2020 1666 150 15 2895 2250 1653 700262377 3020011533 L-084-20-C 55045981 LL-13-2020 1667 150 15 2880 2250 1653 700262377 3020011533 L-084-20-C 55045981 LL-13-2020 1668 150 15 2965 2250 1653 700241383 3020011533 L-084-20-C 55045981 LL-13-2020 1669 150 15 2940 2250 1653 700241383 3020011533 L-084-20-C 55045981 LL-13-2020 1670 150 15 2885 2250 1670 700241383 3020011533 L-084-20-C 55045981 LL-13-2020 1671 150 15 2945 2250 1670 700241383 3020011533 L-084-20-C 55045981 LL-13-2020 1672 150 15 2935 2250 1670 700241383 3020011533 L-084-20-C 55045981 LL-13-2020 1673 150 15 2925 2250 1670 700241383 3020011533 L-084-20-C 55045981 LL-13-2020 1674 150 15 2890 2250 1670 700262405 3020011533 L-084-20-C 55045981 LL-13-2020 1675 150 15 2910 2250 1670 700262405 3020011533 L-084-20-C 55045981 LL-13-2020 1676 150 15 2920 2250 1670 700262405 3020011533 L-084-20-C 55045981 LL-13-2020 1677 150 15 2890 2250 1670 700262405 3020011533 L-084-20-C 55045981 LL-13-2020 1678 150 15 2890 2250 1670 700262405 3020011533 L-084-20-C 55045981 LL-13-2020 1679 150 15 2865 2250 1670 700262405 3020011533 L-084-20-C 55045981 LL-13-2020 1680 150 15 2865 2250 1670 700262405 3020011533 L-084-20-C 55045981 LL-13-2020 1681 150 15 2935 2250 1670 700262403 3020011533 L-084-20-C 55045981 LL-13-2020 1682 150 15 2855 2250 1670 700262403 3020011533 L-084-20-C 55045981 LL-13-2020 1683 150 15 2925 2250 1670 700262403 3020011533 L-084-20-C 55045981 LL-13-2020 1684 150 15 2925 2250 1670 700262403 3020011533 L-084-20-C 55045981 LL-13-2020 1685 150 15 2885 2250 1670 700262403 3020011533 L-084-20-C 55045981 LL-13-2020 1686 150 15 2900 2250 1670 700262403 3020011533 L-084-20-C 55045981 LL-13-2020 1687 150 15 2900 2250 1687 700262403 3020011533 L-084-20-C 55045981 LL-13-2020 1688 150 15 2885 2250 1687 700262385 3020011533 L-084-20-C 55045981 LL-13-2020 1689 150 15 2885 2250 1687 700262385 3020020192 L-084-20-C 55045981 LL-13-2020 1690 150 15 2865 2250 1687 700262385 3020020192 L-084-20-C 55045981 LL-13-2020 1691 150 15 2855 2250 1687 700262385 3020020192 L-084-20-C 55045981 LL-13-2020 1692 150 15 2890 2250 1687 700262385 3020020192 L-084 20-C 55045981 LL-13-2020 1693 150 15 2835 2250 1687 700262385 3020020192 L-084-20-C 55045981 LL-13-2020 1694 150 15 2880 2250 1687 700262386 3020020192 L-084-20-C 55045981 LL-13-2020 1695 150 15 2850 2250 1687 700262386 3020020192 L-084-20-C 55045981 LL-13-2020 1696 150 15 2850 2250 1687 700262386 3020020192 L-084-20-C 55045981 LL-13-2020 1697 150 15 2815 2250 1687 700262386 3020020192 L-094-20-C 55045981 LL-13-2020 1698 150 15 2830 2250 1687 700262386 3020020192 L-084-20-C 55045981 LL-13-2020 1699 150 15 2880 2250 1687 700262386 3020020192 L-086-20-B 55045981 LL-13-2020 1700 150 15 2860 2250 1687 700262386 3020020192 L-086-20-B 55045981 LL-13-2020 1701 150 1 15 2790 2250 1687 700262383 3020020192 L-086-20-B 55045981 LL-13-2020 1702 150 15 2830 2250 1687 700262383 3020020192 Ir086-20-B 55045981 LL-13-2020 1703 j 150 15 2840 2250 1687 700262383 3020020192 L-086-20-B 55045981 LL-13-2020 1704 150 15 2835 2250 1704 700262383 3020020192 L-086-20-B 55045981 LL-13-2020 1705 150 15 2825 2250 1704 700262383 3020020192 L-086-20-B 55045981 LL-13-2020 1706 150 15 2850 2250 1704 700262383 3020020192 L-086-20-B 55045981 LL-13-2020 1707 150 15 2820 2250 1704 700262383 3020020192 L-086-20-B 55045981 LL-13-2020 1708 150 15 2835 2250 1704 700260538 3020020192 L-086-20-B 55045981 LL-13-2020 1709 150 15 2820 2250 1704 700260538 3020020192 L-086-20-B 55045981 LL-13-2020 1710 150 15 2835 2250 1704 700260538 3020020192 L-086-20-B 55045981 LL-13-2020 1711 150 15 2805 2250 1704 700260538 3020020192 L-086-20-B 55045981 LL-13-2020 1712 150 15 2810 2250 1704 700260538 3020011628 L-086-20-B 55045981 LL-13-2020 1713 150 15 2810 2250 1704 700260538 3020011628 L-086-20-B 55045981 LL-13-2020 1714 150 15 2780 2250 1704 700260514 3020011628 L-086-20-B 55045981 LL-13-2020 1715 150 15 2860 2250 1704 700260514 3020011628 L-086-20-B 55045981 LL-13-2020 1716 150 15 2775 2250 1704 700260514 3020011628 L-086-20-B 55045981 LL-13-2020 1717 150 15 2805 2250 1704 700260514 3020011628 L-086--20-B 55045981 LL-13-2020 1718 150 15 2790 2250 1704 700260514 1 3020011628 L-086-20-B 55045981 LL-13-2020 1719 150 15 2795 2250 1704 700260514 3020011628 L-086-20-B 55045981 LL-13-2020 1720 150 15 2765 2250 1704 700262425 3020011628 L-086-20-B 55045981 LL-13-2020 1721 150 15 2765 2250 1721 700262425 3020011628 L-086-20-B 55045981 LL-13-2020 1722 150 15 2805 2250 1721 700262425 3020011628 L-086-20-B 55045981 LL-13-2020 1723 150 15 2830 2250 1721 700262425 3020011628 L-086-20-B 55045981 LL-13-2020 1724 150 15 2780 2250 1721 700262425 3020011628 L-086-20-B 55045981 LL-13-2020 1725 150 15 2760 2250 1721 700262425 3020011628 L-086-20-B 55045981 LL-13-2020 1726 150 15 2825 2250 1721 700262425 3020011628 L-086-20-B 55045981 LL-13-2020 1727 150 15 2775 2250 1721 700262375 3020011628 L-086-20-B 55045981 1 LL-13-2020 1728 150 15 2805 2250 1721 700262375 3020011628 L-086-20-B 55045981 LL-13-2020 1729 150 15 2785 1 2250 1721 700262375 3020011628 L-086-20-B 55045981 LL-13-2020 1730 150 15 2795 2250 1721 700262375 3020011628 L-086-20-B 55045981 LL-13-2020 1731 150 15 2830 2250 1721 700262375 3020011628 L-086-20-13 55045981 LL-13-2020 1732 150 15 2750 2250 1721 700262375 3020011628 L-086-20-B 55045981 LL-13-2020 1733 150 15 2755 2250 1721 700262375 3020011628 L-086-20-B 55045981 LL-13-2020 1734 150 15 2785 2250 1721 700262423 3020011628 L-086-20-B 55045981 LL-13-2020 1735 150 15 2735 2250 1721 700262423 3020011628 L-086-20-B 55045981 LL-13-2020 1736 150 15 2810 2250 1721 700262423 3020011628 L-086-20-B 55045981 LL-13-2020 1737 150 15 2810 2250 1721 700262423 3020011628 L-086-20-B 55045981 LL-13-2020 1738 150 15 2810 2250 1738 700262423 3020011628 L-086-20-B Total Sq Ft: 53775 0 Total Number of Rolls Certified: 239 Section 3 Geocomposite _ _ r April 7, 2020 Waste Connections Ref.: WCI Anson LF Phase 3 Cell 2, NC 375 Dozer Drive Customer P.O. # 6115-20-0004 Polkton, NC, 28135 Product: TN 270-2-8 We hereby certify that the TN 270-2-8 drainage geocomposite, meets or exceeds the project requirements as stated in the specifications. The proper -ties listed in this section are: Pro a Test Method I Unit Value Qualifier Geone Thickness ASTM D 5199 mil 250 MAV' Carbon Black ASTM D 4218 % 2.0 t/ MAV Tensile Strength ASTM D 7179 Ibs/in 55 MAV Melt Flow ASTM D 1238' /10 min 1.0 L"*, Maximum Density ASTM D 1505 cm3 0.94 MAV Composite Ply Adhesion ASTM D 7005 lb/in 1.0 MAV Transmissive 1 ASTM D 4716 m2 sec 5.0 x 10-4 MAV Geotextile Fabric Weight ASTM D 5261 oz/ dz 8.0 MARV' Grab Strength ASTM D 4632 Ibs 225 MARV Grab Elongation ASTM D 4632 % 50 MARV Puncture Resistance ASTM D 4833 Ibs 130 MARV Water Flow Rate ASTM D 4491 om ft2 110 V MARV AOS ASTM D 4751 US Sieve 80 ✓ MaxARV UV Resistance ASTM D 4355 % hrs 70 500 MARV Notes: 1. Transmissivity measured using water at 21 f 2 ° C (70 f 4 ° F) with a gradient of 0.1 and a confining pressure of 10, 000 psf between steel plates after 15 minutes. 2. Condition 19012.16 3. Geotextile and Geonet properties are prior to lamination. 4. Geotextile data is provided by the supplier. 5. MARV is statistically defined as mean minus two standard deviations and it is the value which is exceeded by 97. S% of all the test data. 6. Minium average value Sincerely, tRov, ZVa Na Rajesh Patel �'q A Manager 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax: 706-336-7007 * Email: contact@skaps.com Product: TN 270-2-8 A Project: WCI Anson LF Phase 3 Cell 2, NC LZ We hereby certify the following test results for the above referenced product/project Geocomposite Geonet Roll Number Ply Adhesion (lb/in) 9, C> Transmissivity (mz/sec) Resin Lot Number Density (g/cm3) Thickness (mils) Carbon Black 7ensne Strength MD Transmissivity (mZ/sec) Side "A" Side "B" 95361010001 2.33 2.48 8.82 x 10-4 ECUX 881816 0.9544 267 2.39 83 95361010002 ECUX 881816 0.9544 95361010003 ECUX 881816 0.9544 95361010004 ECUX 881816 0.9544 95361010005 ECUX 881816 0.9544 95361010006 ECUX 881816 0.9544 95361010007 ECUX 881816 0.9544 95361010008 ECUX 881816 0.9544 95361010009 ECUX 881816 0.9544 95361010010 ECUX 881816 0.9544 95361010011 ECUX 881816 0.9544 95361010012 ECUX 881816 0.9544 95361010013 ECUX 881816 0.9544 95361010014 ECUX 881816 0.9544 95361010015 2.14 1.99 ECUX 881816 0.9544 261 2.57 90 95361010016 ECUX 881816 0.9544 95361010017 ECUX 881816 0.9544 95361010018 ECUX 881816 0.9544 95361010019 ECUX 881816 0.9544 95361010020 ECUX 881816 0.9544 95361010021 ECUX 881816 0.9544 95361010022 ECUX 881816 0.9544 95361010023 ECUX 881816 0.9544 95361010024 ECUX 881816 0.9544 571 Industrial Parkway, Commerce, GA 30529 * Ph: 706-336-7000 * Fax: 706-336-7007 * Email: contact@skaps.com f I' Product: TN 270-2-8 J Project: WCI Anson LF Phase 3 Cell 2, NC We hereby certify the following test results for the above referenced product/project Geocomposite Geonet Roll Number Ply Adhesion (Ib/in) 0 Transmissivity (m /sec) Resin Lot Number Density (g/cm ) Thickness (mils) -�-s►� Carbon Black (lack Tensue Strength MD _l,- 'Transmissivity (m /sec) Side "A" Side "B" 95361010025 ECUX 881816 0.9544 95361010026 ECUX 881816 0.9544 95361010027 ECUX 881816 0.9544 95361010028 ECUX 881816 0.9544 95361010029 ECUX 881816 0.9544 95361010030 1.88 2.19 ECUX 881816 0.9544 264 2.59 85 95361010031 ECUX 881816 0.9544 95361010032 ECUX 881816 0.9544 95361010033 ECUX 881816 0.9544 95361010034 ECUX 881816 0.9544 95361010035 ECUX 881816 0.9544 95361010036 ECUX 881816 0.9544 95361010037 ECUX 881816 0.9544 95361010038 ECUX 881816 0.9544 95361010039 ECUX 881816 0.9544 95361010040 ECUX 881816 0.9544 95361010041 ECUX 881816 0.9544 95361010042 ECUX 881816 0.9544 95361010043 ECUX 881816 0.9544 95361010044 ECUX 881816 0.9544 95361010045 2.54 1.94 ECUX 881816 0.9544 268 2.40 82 95361010046 ECUX 881816 0.9544 95361010047 ECUX 881816 0.9544 95361010048 ECUX 881816 0.9544 571 Industrial Parkway, Commerce, GA 30529 " Ph : 706-336-7000 " Fax : 706-336-7007 " Email: contact@skaps.com r Product: TN 270-2-8 Project: WCI Anson LF Phase 3 Cell 2, NC J We hereby certify the following test results for the above referenced product/project Geocomposite Geonet Roll Number Ply Adhesion (lb/in) Transmissivity (mZ /sec) Resin Lot Number Density (g/cma) Thickness (mils) Carbon Black (%) ensue Strength MD Transmissivity (mZ /sec) Side "A" Side "B" 95361010049 ECUX 881816 0.9544 95361010050 ECUX 881816 0.9544 95361010051 ECUX 881816 0.9544 95361010052 ECUX 881816 0.9544 95361010053 ECUX 881816 0.9544 95361010054 ECUX 881816 0.9544 95361010055 ECUX 881816 0.9544 95361010056 ECUX 881816 0.9544 95361010057 ECUX 881816 0.9544 95361010058 ECUX 881816 0.9544 95361010059 ECUX 881816 0.9544 95361010060 2.28 2.77 ECUX 881816 0.9544 272 2.29 84 95361010061 ECUX 881816 0.9544 95361010062 ECUX 881816 0.9544 95361010063 ECUX 881816 0.9544 95361010064 ECUX 881816 0.9544 95361010065 ECUX 881816 0.9544 95361010066 ECUX 881816 0.9544 95361010067 ECUX 881816 0.9544 95361010068 ECUX 881816 0.9544 95361010069 ECUX 881816 0.9544 95361010070 ECUX 881816 0.9544 95361010071 ECUX 881816 0.9544 95361010072 ECUX 881816 0.9544 571 Industrial Parkway, Commence, GA 30529 * Ph: 706-336-7000 * Fax: 706-336-7007 * Email: contact@skaps.com i Product: TN 270-2-8 if. Project: WCI Anson LF Phase 3 Cell 2, NC We hereby certify the following test results for the above referenced product/project Geocomposite Geonet Roll Number Ply Adhesion (lb/in) Transmissivity (mZ /sec) Resin Lot Number Density (g/Cms ) Thickness (mils) Carbon Black (%) I ensue Strength MD Transmissivity (mZ /sec) Side "A" Side "B"fiblinl 95361010073 ECUX 881816 0.9544 95361010074 ECUX 881816 0.9544 95361010075 2.26 2.80 ECUX 881816 0.9544 266 2.24 88 95361010076 ECUX 881816 0.9544 95361010077 ECUX 881816 0.9544 95361010078 ECUX 881816 0.9544 95361010079 ECUX 881816 0.9544 95361010080 ECUX 881816 0.9544 95361010081 ECUX 881816 0.9544 95361010082 ECUX 881816 0.9544 95361010083 ECUX 881816 0.9544 95361010084 ECUX 881816 0.9544 95361010085 ECUX 881816 0.9544 95361010086 ECUX 881816 0.9544 95361010087 ECUX 881816 0.9544 95361010088 ECUX 881816 0.9544 95361010089 ECUX 881816 0.9544 95361010090 2.71 2.17 9.37 x 10-4 ECUX 881816 0.9544 259 2.43 86 95361010091 ECUX 881816 0.9544 95361010092 ECUX 881816 0.9544 95361010093 ECUX 881816 0.9544 95361010094 ECUX 881816 0.9544 95361010095 ECUX 881816 0.9544 95361010096 ECUX 881816 0.9544 571 Industrial Parkway, Commerce, GA 30529 * Ph: 706-336-7000 * Fax: 706-336-7007 * Email: contact@skaps.com i Product: TN 270-2-8 Project: WCI Anson LF Phase 3 Cell 2, NC We hereby certify the following test results for the above referenced product/project Geocomposite Geonet Roll Number Ply Adhesion (lb/in) Transmissivity (ma /sec) Resin Lot Number Density (g/cm3 ) Thickness (mils) Carbon Black (oho) I ensue Strength MD Transmissivity (mz /sec) Side "A" Side "B" 95361010097 ECUX 881816 0.9544 95361010098 ECUX 881816 0.9544 95361010099 ECUX 881816 0.9544 95361010100 ECUX 881816 0.9544 95361010101 ECUX 881816 0.9544 95361010102 ECUX 881816 0.9544 95361010103 ECUX 881816 0.9544 95361010104 ECUX 881816 0.9544 95361010105 2.84 2.52 ECUX 881816 0.9544 269 2.28 89 95361010106 ECUX 881816 0.9544 95361010107 ECUX 881816 0.9544 95361010108 ECUX 881816 0.9544 95361010109 ECUX 881816 0.9544 95361010110 ECUX 881816 0.9544 95361010111 ECUX 881816 0.9544 95361010112 ECUX 881816 0.9544 95361010113 ECUX 881816 0.9544 95361010114 ECUX 881816 0.9544 95361010115 ECUX 881816 0.9544 95361010116 ECUX 881816 0.9544 95361010117 ECUX 881816 0.9544 95361010118 ECUX 881816 0.9544 95361010119 ECUX 881816 0.9544 95361010120 2.15 2.37 ECUX 881816 0.9544 271 2.38 87 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : 706-336-7007 * Email : contact@skaps.com Product: TN 270-2-8 Project: WCI Anson LF Phase 3 Cell 2, NC We hereby certify the following test results for the above referenced product/project = Geocomposite Geonet Roll Number Ply Adhesion (lb/in) Transmissivity m2/sec ( ) Resin Lot Number Density (9/cm s) Thickness (mils) Carbon Black (o/o) Tensne Strength MD Transmissivity ( m2 / sec) Side "A" Side "B" 95361010121 ECUX 881816 0.9544 95361010122 ECUX 881816 0.9544 95361010123 ECUX 881816 0.9544 95361010124 ECUX 881816 0.9544 95361010125 ECUX 881816 0.9544 95361010126 ECUX 881816 0.9544 95361010127 ECUX 881816 0.9544 95361010128 ECUX 881816 0.9544 95361010129 ECUX 881816 0.9544 95361010130 ECUX 881816 0.9544 95361010131 ECUX 881816 0.9544 95361010132 ECUX 881816 0.9544 95361010133 ECUX 881816 0.9544 95361010134 ECUX 881816 0.9544 95361010135 2.66 2.21 ECUX 881816 0.9544 263 2.44 90 95361010136 ECUX 881816 0.9544 95361010137 ECUX 881816 0.9544 95361010138 ECUX 881816 0.9544 95361010139 ECUX 881816 0.9544 95361010140 ECUX 881816 0.9544 95361010141 ECUX 881816 0.9544 95361010142 ECUX 881816 0.9544 95361010143 ECUX 881816 0.9544 95361010144 ECUX 881816 0.9544 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : 706-336-7007 * Email : contact@skaps.com Product: TN 270-2-8 , A Project: WCI Anson LF Phase 3 Cell 2, NC A) We hereby certify the following test results for the above referenced product/project Geocomposite Geonet Roll Number Ply Adhesion (lb/in) Transmissivity (m 2 /sec) Resin Lot Number Density a (g/cm ) Thickness (mils) Carbon Black (oho) lensiie Strength MD Transmissivity (mz /sec) Side "A" Side "B" 95361010145 ECUX 881816 0.9544 95361010146 ECUX 881816 0.9544 95361010147 ECUX 881816 0.9544 95361010148 ECUX 881816 0.9544 95361010149 ECUX 881816 0.9544 95361010150 2.51 2.25 ECUX 881816 0.9544 258 2.52 83 95361010151 ECUX 881816 0.9544 95361010152 ECUX 881816 0.9544 95361010153 ECUX 881816 0.9544 95361010154 ECUX 881816 0.9544 95361010155 ECUX 881816 0.9544 95361010156 ECUX 881816 0.9544 95361010157 ECUX 881816 0.9544 95361010158 ECUX 881816 0.9544 95361010159 ECUX 881816 0.9544 95361010160 ECUX 881816 0.9544 95361010161 ECUX 881816 0.9544 95361010162 ECUX 881816 0.9544 95361010163 ECUX 881816 0.9544 95361010164 ECUX 881816 0.9544 95361010165 2.81 2.53 ECUX 881816 0.9544 260 2.58 88 95361010166 ECUX 881816 0.9544 95361010167 ECUX 881816 0.9544 95361010168 ECUX 881816 0.9544 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : 706-336-7007 * Email: contact@skaps.com Product: TN 270-2-8 Project: WCI Anson LF Phase 3 Cell 2, NC We hereby certify the following test results for the above referenced product/project Geocomposite Geonet Roll Number Ply Adhesion (lb/in) Transmissivity (mZ/sec) Resin Lot Number Density (g/cm3) Thickness (mils) Carbon Black ("�o) I ensue Strength MD Transmissivity (mZ/sec) Side "A" Side "B" 95361010169 ECUX 881816 0.9544 95361010170 ECUX 881816 0.9544 95361010171 ECUX 881816 0.9544 95361010172 ECUX 881816 0.9544 95361010173 ECUX 881816 0.9544 95361010174 ECUX 881816 0.9544 95361010175 ECUX 881816 0.9544 95361010176 ECUX 881816 0.9544 95361010177 ECUX 881816 0.9544 95361010178 ECUX 881816 0.9544 95361010179 ECUX 881816 0.9544 95361010180 1.80 2.79 9.03 x 10-4 ECUX 881816 0.9544 265 2.45 82 95361010181 ECUX 881816 0.9544 95361010182 ECUX 881816 0.9544 95361010183 ECUX 881816 0.9544 95361010184 ECUX 881816 0.9544 95361010185 ECUX 881816 0.9544 95361010186 ECUX 881816 0.9544 95361010187 ECUX 881816 0.9544 95361010188 ECUX 881816 0.9544 95361010189 ECUX 881816 0.9544 95361010190 ECUX 881816 0.9544 95361010191 ECUX 881816 0.9544 95361010192 ECUX 881816 0.9544 571 Industrial Parkway, Commerce, GA 30529 ' Ph: 706-336-7000 ' Fax: 706-336-7007' Email: contact@skaps.com r I; Product: TN 270-2-8 ;f Project: WCI Anson LF Phase 3 Cell 2, NC l - We hereby certify the following test results for the above referenced product/project Geocomposite Geonet Ply Adhesion Transmissivity Resin Lot Density Thickness Carbon ensue Strength Transmissivity Roll Number (lb/in) (Ma/sec) Number a (g/cm) (mils) Black MD (m 2/sec) Side "A" Side "B" (%) 95361010193 ECUX 881816 0.9544 95361010194 ECUX 881816 0.9544 95361010195 2.42 2.75 ECUX 881816 0.9544 263 2.30 86 95361010196 ECUX 881816 0.9544 95361010197 ECUX 881816 0.9544 95361010198 ECUX 881816 0.9544 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : 706-336-7007 * Email : contact@skaps.com i' POLYETHYLENE RESIN CERTIFICATION Customer Name: Waste Connections Project Name: WCI Anson LF Phase 3 Cell 2, NC Geocomposite Manufacturer: SKAPS Industries Geocomposite Production Plant: Commerce, GA Geocomposite Brand Name: TN 270-2-8 We hereby certify the following test results for the above referenced product/project: Resin Resin Properly Test Units Resin Manufacturer Tested Manufacturer Lot Number Method Value Value* Density ASTM D1505 g/cm3 1 0.9500 0.9495 M. Holland & Company ECUX 881816 Melt flow Index ASTM D1238(a) g/10 min 0.19 0.18 (a) Condition 190/2.16 * Data from SKAPS Quality Control 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : 706-336-7007 * Email : contact@skaps.com 177A Product: Geotextile TN 270-2-8 Certification Je 3 Project: WCI Anson LF Phase 3 Cell 2, NC We hereby certify the following test results for the above referenced product/project GEOCOMP ROLL# FABRIC SIDE WEIGHT oz/ycl2ELG LGIRAB GRAB % (MD) GRAB lbs. (XMD) GRAB ELG % (XMD) PUNCTURE lbs. 1� ADS us sieve J WATER- FLOWz gpm/ft Side A 1 8.16 230 68 1 241 83 1 135 80 113 95361010001 Side B 1 8.40 225 71 231 82 137 80 113 Side A 8.32 235 66 244 85 131 80 112 95361010030 Side B 8.27 231 72 245 78 132 80 112 Side A 8.12 235 66 240 80 140 80 110 95361010060 Side B 8.56 228 73 235 81 134 80 112 Side A 8.33 226 68 233 85 134 80 110 , 95361010090 Side B 8.46 226 65 232 79 131 80 113 Side A 8.50 232 67 237 77 139 80 113 95361010120 Side B 8.23 234 69 239 76 138 80 112 Side A 8.58 229 75 234 84 130 80 112 95361010150 Side B 8.59 233 70 242 75 140 80 112 Side A 8.25 227 74 238 80 133 80 113 95361010180 Side B 8.44 229 74 243 82 136 80 113 r 571 Industrial Parkway, Commerce, GA 30529 * Ph : 706-336-7000 * Fax : 706-336-7007 * Email: contact@skaps.com STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE SKAPS Industries 571 INDUSTRIAL PARKWAY COMMERCE, GA, 30529 Phone: (706) 336-7000 Fax: (706) 336-7007 www.skaos.com SHIP -TO: Project: WCI Anson LF Phase 3 Cell 2, NC Address: 375 Dozer Drive City, State, Zip: Polkton, NC, 28135 Contact: Tim Phone: 252-676-5896 Product Code: 40-HD-00-BLK-BLK-N0MSTD-23.5 No Roll# Sq.Ft. 1 3111002765 13, 865.00 Total Rolls: 1 Total Sq Feel: 13,865.00 Total Weight (Ibs): 2,526.00 Driver sign below if you ha a re eived above mentioned items �.'1, ? Driver's Sign: / Bill of Lading #: 301312000546 Ship Date: 8I3120 Sales Order #: 31 C2000049 Customer Name: Waste Connections Inc Cust. P.O. #: 6115-20-0004 Ship Via: Flatbed Delivery Terms' Plant 1 PPA Container #: Seal #: SIGN HERE FOR SHIPPER`4 SHIPPER ADDRESS; j571 I GOL1 M - `�f�30529 ATTN RECEIVER: Please sign below if you have received the items mentioned on the BOL and any discrepancies must be reported to SKAPS Industries within 7 days of receipt of goods. Receiver Print Name Receiver's Signature Receive Date Receiver's Company Name Driver Requirements: 1) For Monday delivery driver must call on Friday. 2) Driver must tail 706-336-7000 when unloaded. 3) Driver must call and advise of any delay in transit. 4) A copy of this bill -of -lading must accompany freight invoice, failure to do this will result in delayed payments. Driver's Name' Driver's Cell Phone #: 7U T)D Trucking Co.: d[ A Trucking Co. Phone #: Broker: Landmark Date: 813120 Truck Departure Time: ' 77 Driver's Instructions : Driver please tali 24 hours prior to delivery elivery Timings :Mon - Fri 7:30am-4:30pm lease stop at the scale house and have them let Donald know you re on site Enterprise Shipper: 10349175 CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY Received at commerce, CA from SKAPS In ustdes the property described above, to apparent good order except as noted (contents and condition of packages unknown), marked, consigned, and destined as indicated above, which said Carrier (the word "Carrier" being understood throughout this Shipping Order as meaning the person or corporation in possession of the property) agrees to carry to the place of delivery at said destination. It is mutually agreed as to each Carrier of all or any of said property, over all or any portion of said route to destination and as to each party at any time interested in all or any of said property, that every service performed here under shall be subject to either. (a) if the shipper noted herein is SKAPS Industries as indicated by the designation of the "Shipper" to be SKAPS Industries, then the Shipper and Carrier are subject to the terms and conditions contained in the Contract for truck Transpadation existing between the parties or (b) if the Shipper noted herein is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper, and thus every aspect of the service to be perform here under between the Shipper and the Carrier shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of Lading set forth (1) in Official Southern. Western, and Illinois Freight Classifications in effect on the date hereof, if this a rail -water shipment, or (2) in the applicable motor carrier classification or tariff if this is a motor carrier shipment. When acting in the capacity of an agent for a Shipper in placing the material in transit on behalf of a Shipper, SKAPS Industries accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was Initiated by the Shipper and not by Sill Industries Subject to the above terms and conditions as to which party is the Shipper, Shipper hereby certifies that he Is familiar with the terms and conditions that govern the transportation of this shipment, and the said terms and conditions are hereby agreed and accepted for himself and his assigns. INOW PRODlI)ossnowldeploy/now.earinowui.warlreportslcom(hclnowlcomlLNRShippingeefin STRAIGHT BILL OF LADING ORIGINAL -NOT NEGOTIABLE SKAPS Industries 571 Industrial Parkway Commerce, GA 30529 Ph: 7060-336-7000 Fax: 706-336-7007 SHIP -TO: Project: WCI Anson LF Phase 3 Cell 2, NC Address: 375 Dozer Drive City, State, Zip: Polkton, INC, 28135 Contact: Tim Phone: 252-676-5896 Product Code: TN270-2-8 No Roll # Sq. Ft. 1 0095361010194 2,755.00 2 0095361010195 2,755.00 3 0095361010196 2,755.00 4 0095361010197 2,755.00 5 0095361010198 2,755.00 6 0095361010200 2,755.00 7 0095361010201 2,755.00 8 0095361010202 2,755.00 Total Rolls: 8 Total Sq Feet: 22,040.00 Total Weight (lbs): 8,457.00 Driver sign below if yo ha a received .above mentioned items: Driver's Sign: V� � U Bill of Lading #: C00021482 Ship Date: 8/3/20 Sales Order #: C004925 Customer Name: Waste Connections Inc Cust. P.Q. #: 6115-20-0004 Ship Via: Flatbed Delivery Terms: Plant / PPA Container #: Seal #: SIGN HERE FOR SHIPP(R: , SHIPPER ADDRESS: 571 1 ATTN RECEIVER: Please sign below if you have received the items mentioned on the BOL and any discrepancies must be reported to SKAPS Industries within 7 days of receipt of goods. Receiver Print Name Receiver's Signature Receive Date Receiver's Company Name Driver Requirements 1) For Monday delivery driver must call on Friday. 2) Driver must call 706-336-7000 when unloaded. 3) Driver must call and advise of any delay in transit. 4) A copy of this bill -of -lading must accompany freight invoice, failure to do this will result in delayed payments. Delivery Timings: Driver's Name: Driver's Sign: Driver's Cell Phone #: Trucking Co.: gC Trucking Co. Phone #: Broker: Landmark Date: 8/3/20 Truck Departure Time: 04 ' Comments: Driver please call 24 hours prior to delivery Delivery Timings :Mon - Fri 7:30am-4:30pm cease stop at the scale house and have them let Donald know you re on site Enterprise shi er # : 10349175 CARRIER MUST COLLECT THE FREIGHT FROM THE BROKER ONLY Received at Commerce, GA from SKAPS industries the property described above, in apparent good order except as noted (contents and condition of packages unknown), marked, consigned, and destined as indicated above, which said Carrier (the word "Carder' being understood throughout this Shipping Order as meaning the person or corporation In possession of the property) agrees to carry to the place of delivery at said destination. It is mutually agreed as to each Carder of all or any of said property, over all or any portion of said route to destination and as to each party at any time interested in all or any of said property, that every service performed here under shall be subject to either. (a) if the shipper noted herein is SKAPS Industries as indicated by the designation of the 'Shipper"to be SKAPS Industries, then the Shipper and Carrier are subject to the terms and conditions contained in the Contract for truck Transportation existing between the parties or (b) if the Shipper noted herein is not SKAPS Industries then SKAPS Industries is acting solely as the agent for the denoted Shipper, and thus every aspect of the service to be perform here under between the Shipper and the Carrier shall be subject to all the terms and conditions of the Uniform Domestic Straight Bill of Lading set forth (1) in Official Southem, Western, and Illinois Freight Classifications in effect on the date hereof, if this a rail -water shipment, or (2) In the applicable motor carrier classification or tariff if this is a motor carrier shipment. When acting in the capacity of an agent for a Shipper in placing the material fn transit an behalf of a Shipper, SKAPS Industries accepts no liability for loss of cargo, damage to containers, or any other consequences occurring during transportation. Carrier having agreed that the transportation arrangement was initiated by the Shipper and not by SKAPS Industries Subject to the above terms and conditions as to which party is the Shipper, Shipper hereby certifies that he is familiar with the terms and conditions that govern the transportation of this shipment, and the said terms and conditions are hereby agreed and accepted for himself and his assigns. INOW PRODfjbossmowldeploylnow.earinowuf.war/reportslcomfjhclnow/com1COMShippingDefi Section 4 Leachate Collection Components SKAPS Industries (Nonwoven Division) 335, Athena Drive f r' Athens, GA 30601 (U.S.A.) „f Phone (706) 354-3700 Fax (706) 354-3737 E-mail: contact@skaps.com February 18, 2020 Waste Connections 375 Dozer Drive Polkton, NC 28135 PO: 6115-20-0004 Dear Sir/Madam: (a T- Cv�- r This is to certify that SKAPS GE180 is a high quality needle -punched nonwoven geotextile made of 100% polypropylene staple fibers, randomly networked to form a high strength dimensionally stable fabric.SKAPS GE180 resists ultraviolet deterioration, rotting, biological degradation. The fabric is inert to commonly encountered soil chemicals. Polypropylene is stable within a pH range of 2 to 13. SKAPS GE180 conforms to the property values listed below: PROPERTY TEST METHOD UNITS M.A.R.V. Minimum Average Roll Value Weight ASTM D 5261 oz/s /mZ 8.00 (271) Thickness* ASTM D 5199 mils (mm) 100 (2.54) Grab Tensile ASTM D 4632 Ibs (kN) 225 (1.00) Grab Elongation ASTM D 4632 % 50 Trapezoidal Tear ASTM D 4533 Ibs (kN) 90 (0.40) CBR Puncture ASTM D 6241 Ibs (kN) 650 (2.89) Permittivity* ASTM D 4491 sec-1 1.26 Permeability* ASTM D 4491 cm/sec 0.30 Water Flow* ASTM D 4491 gpm/ftZ I/min/mz 100 (4074) AOS* ASTM D 4751 US Sieve (mm) 80 (0.18) UV Resistance ASTM D 4355 %/hrs 70/500 Notes: * At the time of manufacturing. Handling may change these properties. KOUROSH SABZEVARI QUALITY CONTROL MANAGER www.skaps.com Product:GE180-180 ROLL # WEIGHT THICKNESS MD TENSILE MD ELONG XMD TENSILE XMD ELONG MD TRAP XMD TRAP CBR PUNCTURE AOS WATER FLOW PERMEABILITY PERMITTIVITY AST M M ETHOD D5261 D5199 D4632 D4632 D4632 D4632 D4533 D4533 D6241 D4751 D4491 D4491 D4491 UNITS ozlsq yd (mils) lbs. % lbs % lbs. lbs lbs. US Sieve gpm1ft2 cmisec sec' TARGET 8.00 100 225 50 225 50 90 90 650 80 100 0.30 1.26 60866.1 1 8.32 120 226 66 235 77 103 115 683 80 103 0.42 1.37 *All Values are MARV sequoia services 7815 National Service Rd. -suite 606 Gre0—boro, NC 27909 T¢L: 336.906. 0022 1 "y� PROSECT NAME: Anson Landfill Ph.3 Cell Expansion Sequoia PROS 1: NC•03075 OWNER: Wxte Connections, In0 COA: OasIS CONTRACTOR: Sequoia Servim SPEC./DUENCrawing X: B EpB. NO.: - eUBMISSION TYPE: Oi SUBMITTAL DESCRP: ASTM Reference: su@9ITTAL No.: 013 SUBMITTAL DATE: OWNERS Pro3.e: Obptm UPP< Nelfon Lin9tden a Rep.: Mike Monteleone CONTRACTORS REP: Phillp Banks SUBCONTRACTOR: SUPPLIER/Manufctr: �©� t�4RiDNa rule- Attached is submittal info ea referenced. Please [e tum a reviewed/approved submittal to br ,6segaarv.com. Thanks Certification atatament: By thla submittal, I hereby certify that the above submitted items have been revlered Sn detail and are co [[act and In attict conformance with the Contact Drawings and specifications except ae -ted. BY: 6ruce 5ekaIy�_ - 3/23/20 Date: Bruce Sekely OC Menage M APPROVAL/NOTES: 50•Shap Draringa'-Produc[ Date; Riec•Ml scel leneeua Info; iR- Test Results; OtA-Op/Maintenance Manuel; a anPle; eIO•Far Info Only; Cerfe-Cacti flca[lons STRAIGHT BILL OF LADING -SHORT FORM -Original -Not Negotiable RECEIVED. subject to the classifications and tariffs in effect on the date of issue of this +WINFA Original Bill of Lading. � Shipper: Willacoochee Industrial Fabrics BOL #: 18412 1 Nashville Mills Road Nashville, GA 31639 Customer PO: 2130549 Ship To: SEQUOIA SERVICES LLC - ANSON CO. LANDFILL Ship Date: 03/20/2020 375 DOZER DRIVE Phillip Banks @ 336-604-1486 Carrier: TSH TRUCKING POLKTON, NC 28135 The properly described below in apparent good order. except as noted (contents and condnion of cements of poaaaes unknown). marked unsigned. and destined as shown helm. which said company (I he word company being undoislood Throughout this contract as moaning any person or corporation in possession of the properly under the untrad) agrees to carryto its usual force al delivery al said destination. If on its own railroad waterline. hghway routo or routes or within the territory of its highway .Pons, otherwise to deliver to another tamer an the route to said doslinatlon It Is mutually agreed, as to each carder of oil or any of said property overall or any portion of said route la destination, and as to each party at anytime 19toresled in all or any 0, said property, that every service to be performed hereunder. shall be subject to all the conditions not prohibited by law, wh ether printed or written. herein contained. including the conddlons on back hereof. which are hereby agreed to by the shipper and accepted for himself and his assigns Roll Number Product Width Quantity Net Wgt (Lbs) 030700301 WINFAB 80ONE- 15.00 ft 1 575.00 030700304 WINFAB 80ONE- 15.00 ft 1 575.00 030700305 WINFAB 80ONE- 15.00 ft 1 575.00 030700306 WINFAB 80ONE- 15.00 ft 1 575.00 030700309 WINFAB 80ONE- 15.00 ft 1 575.00 030700310 WINFAB BOONE- 15.00 ft 1 575.00 030700313 WINFAB 80ONE- 15.00 ft 1 575.00 030700319 WINFAB 80ONE- 15.00 ft 1 575.00 030700320 WINFAB 80ONE- 15.00 ft 1 575.00 030700326 WINFAB BOONE- 15.00 ft 1 575.00 030700327 WINFAB BOONE- 15.00 ft 1 575.00 03070032E WINFAB 80ONE- 15.00 ft 1 575.00 030700331 WINFAB 80ONE- 15.00 It 1 575.00 030700340 WINFAB 80ONE- 15.00 ft 1 575.00 030700344 WINFAB 80ONE- 15.00 ft 1 575.00 Subtotal 15 Freight Charge Terms: PrePaid Seal Number: Trailer Number: Total Pcs Total Gross Wt. (Subject to Correction) 15 8,625.00 The carrier shall not make delivery of this shipment without payment of charges and all other lawful fees Shipper Signature `J �- Carrier Signature 5 Carrier acknowtedgosreceipt 0'(Pnc agasandrequiredplacards. Carrier certifies emergency response fnformedion was made available and/or carrier has the DOT emergency response guidebook or equivalent documentation in the vehicle Property described above is received in good order. except as noted Page 1 of 1 APPENDIX D CONFORMANCE TESTING RESULTS Section 1 HDPE Geomembrane 75t�T,--� -a>b� LA\ TESTING, RESEARCH, CONSULTING AND FIELD SERVICES ■ R I Austin, TX - USA CA -USA I SC- USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa ENVIRONMENTAL GEOMEMBRANE TEST RESULTS TRI Client: Oasis Consulting Project: Anson Landfill Phase 3 Cell 2, NC Material: Skaps 60 mil Textured HOPE Geomembrans Semple Ident1fica8an: 3112005715 TRI Log *: 57031 13APAURTF12 TEST REM ICATF Nt1MRFR STD. MEAN ❑EV. 1 2 3 a 5 6 7 8 9 10 Thickness (ASTM D 5994) Thickness (mils) 65 62 61 65 61 62 61 63 63 62 63 61 1 « min Asperity Height (ASTM 17 7486) Aspedly Height (mils) - Side A 27 27 25 26 30 25 29 26 33 29 28 3 tir Asperity Height (mils) - Side B 28 31 26 25 31 30 30 31 34 29 30 3 1 Density (ASTM D 16" Density (g/cm3) 0.949 0.949 0.949 0.948 0,000 Carbon Black Content (ASTM D 4218) %Carbon Black 2.71 2.65 2.6B 0_04 Tensile Properties (ASTM D 8693. 2 ipm strain rate) MD Yield Strength (ppi) 172 171 167 166 169 169 3 TD Yield Strength (ppi) 160 173 181 186 186 181 5 MD Break Strength (ppi) 196 204 204 209 228 208 12 TD Break Strength (ppi) 149 185 130 143 197 161 29 MD Yield Elongation (%) 17 17 21 17 20 18 2 TD Yield Elongation (%) 18 16 17 17 17 17 1 MD Break Elongation (%) 501 534 553 540 599 545 36 TD Break Elongation (%) 444 520 384 459 543 470 63 Puncture Resistance (ASTM D 4833) Puncture Strength (Ibs) 148 149 147 151 144 146 3 Tear Resistance (ASTM D 1004) MD Tear Strength (Ibs) 57 58 60 57 58 56 56 59 55 56 57 1 TD Tear Strength (Ibs) 60 59 62 60 58 58 61 60 61 59 60 2 MD Machine Direction TD Transverse Direction Page 2 of 2 The testing herein is based upon accepted Industry practice as well as the test method listed Test results reported herein do not apply to samples other than those tested TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI. TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com TESTING, RESEARCH, CONSULTING AND FIELD SERVICES LATR I Austin, TX - USA I CA - USA SC - USA Gold Coast - Australia I Suzhou - China j Sao Paulo, Brazil Johannesburg -Africa ENVIRONMENTAL GEOMEMBRANE TEST RESULTS TRI Client: Oasis Consulting Project: Anson Landfill Phase 3 Cell 2, NC Material: Skaps 60 mil Textured HOPE Geomembrane Sample Identification:3112005715 TRI Log #: 57031 PARAMETER TEST REPLICATE NUMBER STD. MEAN DEV. 1 2 3 4 5 6 7 8 9 10 Thickness (ASTM D 5994) Thickness (mils) 65 62 61 05 61 62 61 63 63 62 63 1 61 « min Density (ASTM D 1505) Density (g/cm3) 0.949 0.949 0.949 0.949 0.000 Carbon Black Content (ASTM D 4218) Carbon Black 2,71 2.65 2.68 004 Tensile Properties (ASTM D 6693, 2 ipm strain rate) MD Yield Strength (ppi) 172 171 167 166 169 169 ! TD Yield Strength (ppi) 180 173 181 186 186 181 5 MD Break Strength (ppi) 196 204 204 209 228 208 TD Break Strength (ppi) 149 185 130 143 197 161 ✓ 29 MD Yield Elongation (%) 17 17 21 17 20 16 2 TO Yield Elongation (%) 18 16 17 17 17 17 " 1 MD Break Elongation (%) 501 534 553 540 599 545 ,36 TO Break Elongation (%) 444 520 384 459 543 1 470 63 Puncture Resistance O&M 0 "3$) Puncture Strength (Ibs) 148 149 147 151 144 148 3 Tear Resistance (ASTM D 1004) MD Tear Strength (Ibs) 57 58 60 57 58 56 56 59 55 56 67 0� 1 TD Tear Strength (Ibs) 60 59 62 60 58 58 61 60 61 59 60 {2 MD Machine Oimcllon TD Transverse Direction L_� Page 2 of2 The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI, TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com �\-, I�I TESTING, RESEARCH, CONSULTING AND FIELD SERVICES Austin, TX- USA I CA -USA I SC- USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa ENVIRONMENTAL June 29, 2020 Asperity test added Mail To: Bill To Micheal Monteleone <= Same Oasis Consulting 45 Woodstock Street Roswell, GA 30075 email: mmonteleone@oasis-cs.com ccemail: sabdolpour@oasis-cs.com Dear Mr. Monteleone: Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below. Project: Anson Landfill Phase 3 Cell 2, NC TRI Job Reference Number: 57031 Material(s) Testedt One, Skaps 60 mil Textured HDPE Geomembrane(s) Test(s) Requested: Thickness (ASTM D 5994) Asperity Height (ASTM D 7466) Density (ASTM D 1505) Carbon Black Content (ASTM D 421 B) Tensile Properties (ASTM D 6693) Puncture Strength (ASTM D 4833) Tear Resistance (ASTM D 1004) If you have any questions or require any additional information, please call us at 1-800-880-8378 Sincerely, Mansukh Patel J Laboratory Manager Geosynthetic Services Division 'Signature is on file 0 Page 1 of2 The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply to samples other than those tested TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI. TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1512-263-5944 1 www.tri-env.com AT TESTING, RESEARCH, CONSULTING AND FIELD SERVICES ■ R I Austin, TX- USA I CA -USA I SC- USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa ENVIRONMENTAL June 29, 2020 Mail To: Bill To Micheal Monteleone <= Same Oasis Consulting 45 Woodstock Street Roswell, GA 30075 email: mmonteleone@oasis-cs.com ccemail: sabdolpour@oasis-cs.com Dear Mr. Monteleone: Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below. Project: Anson Landfill Phase 3 Cell 2, NC TRI Job Reference Number: 57031 Material(s) Tested: One, Skaps 60 mil Textured HDPE Geomembrane(s) Test(s) Requested: Thickness (ASTM D 5994) Density (ASTM D 1505) Carbon Black Content (ASTM D 4218) Tensile Properties (ASTM D 6693) Puncture Strength (ASTM D 4833) Tear Resistance (ASTM D 1004) If you have any questions or require any additional information, please call us at 1-800-880-8378 Sincerely, W V r^ u:l--vi J Mansukh Patel Laboratory Manager Geosynthetic Services Division 'Signature is on file Page 9 of 2 The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply to samples other than those tested TRI neither accepts responsibility for nor makes claim as to the Anal use and purpose of the material TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI. TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com v ww A Product: 60-HD-1I-BLK-BLK-AVG-STD-23.5 Quality Manager: 'A` T Project : WCI Anson LF Phase 3 Cell 2, NC Date: June 23, 2020 r Cust PO: 6115-20.0004 SKAPS SO: 31C2000049 �`7 r We hereby certify the following test results for the above referenced product/project Thick Thick Asperity Tensile Elong Tensile Elong Tear Punct Carbon CB Disp Stress Gross ness ness Height at Yield at Yield at Break at Break Resistance Resist Density Black (Views Crack Resin Roll Area MAV MIN (mil) (ppi) N (ppi) N (lb) (lb) (glcc) ° (/°) in Cat Res. OIT Resin Number Number (sq ft) Weight (mil) (mil) 1 or2) (hour) ASTM ASTM ASTM D 7466 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 6693 ASTM D 1004 ASTM ASTM ASTM ASTM ASTM ASTM (lb) D 5994 D 5994 D 4833 D 1505 D 4218 D 5596 D 5397 D 3895 Side A Side B MD I TD MD TD MD TD MD TD MD TD 3112005715 11,515 3,990 63 59 31 33 173 167 16 17 162 198 332 518 55 58 153 0.950 2.7 10 500+ 274 20C1305 3112005716 11,515 3,986 63 61 25 28 173 167 16 17 162 198 332 518 55 58 153 0,950 2.7 10 500+ 274 20C1305 3112005717 11,515 3,991 62 59 27 26 160 171 17 16 197 180 511 512 53 57 150 0.947 2.6 10 500+ 274 20C1305 I. 3112005718 11,515 3,994 63 60 27 28 160 171 17 16 197 180 511 512 53 57 150 0.947 2.6 10 500+ 274 20C1305 3112005720 11,515 4,010 62 57 27 28 160 171 17 16 197 180 511 512 53 57 150 0.947 2.6 10 500+ 274 20C1305 3112005721 11,515 4,010 61 58 30 31 163 166 17 15 160 187 462 475 53 57 150 0.947 2.3 10 500+ 274 20C1305 3112005725 11,515 4,004 63 59 32 32 163 166 17 15 160 187 462 475 53 57 150 0.947 2.3 10 500+ 274 20C1305 3112005726 11,515 3,993 61 57 31 29 166 171 17 15 200 177 521 473 54 58 150 0.948 2.5 10 500+ 274 20C1305 3112005727 11,515 3,989 61 58 30 31 166 171 17 15 200 177 521 473 54 58 150 0.948 2.5 10 500+ 274 20C1305 3112005728 11,515 3,997 62 57 28 29 166 171 17 15 200 177 521 473 54 58 150 0.948 2.5 10 500+ 274 20C1305 3112005729 11,515 3,980 61 57 28 29 166 171 17 15 200 177 521 473 54 58 150 0.948 2.5 10 500+ 274 20C1305 3112005730 11,515 3,987 62 59 26 29 166 159 15 17 156 185 398 491 54 58 150 0.948 2.4 10 500+ 274 20C1305 DCN: SKAPS LOG 014 SKAPS Industries Phone: 706-336-7000 Effective Date: February 26,2020 571 Industrial Parkway Fax: 706-336-7007 Rev 0 Commerce, GA 30529 E-Mail:contact@skaps.com 7 Formosa Plastics FORMOSA PLASTICS CORPORATION, TEXAS 201 FORMOSA DRIVE PHONE:( 888 )FPCUSA3 PO BOX 700 POINT COMFORT TX 77978 Certificate of Analysis (CONFIDENTIAL) CUSTOMER:SKAPS INC. S/O NO EV5A176 571 INDUSTRIAL PARKWAY CUSTOMER PO 30131200370 R/C: NS DATE SHIPPED: 5/09/20 COMMERCE GA 30529 LOT NO 20C1305 PRODUCT :HL3812 WEIGHT (LB) 196,750.00 RAILCAR FPAX200240 CUSTID:FT04342 SPIDMI CLEANING/INSPECTION NO: 200240032520 TEST ITEM REFERENCE METHOD TEST VALUE Melt Index,g/10min ASTM D1236 .075 Density, g/cm3 ASTM D1505 -9373 ln;"dw �u.� QC SUPERVISOR: LINDA KAO STRI ENVIRONMENTAL TESTING, RESEARCH, CONSULTING AND FIELD SERVICES Austin, TX - USA I CA -USA I SC- USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa GEOMEMBRANE TEST RESULTS TRI Client: Oasis Consulting Services, Inc Project: Anson Landfill Phase 3 Cell 2, NC Material: Skaps 60 mil Textured HDPE Geomembrane Sample Identification: 3112004270 ?ull"liaQ vili TRI Log #: 54956 DADAKACTFD TFCT RFDI Ir:ATF NI tWIRF17 I STD. I Mr -AN DFV 1 2 3 4 5 6 7 8 9 10 Thickness (ASTM D 5994) Thickness (mils) 62 60 63 63 61 62 61 63 60 62 62 1 60 <<min Density (ASTM D 1505) Density (g/cm3) 0 946 0 946 0.946 0,94fi 0 000 Carbon Black Content (ASTM D 1603, mod.) % Carbon Black 248 243 2-4 6­1 0 04 Tensile Properties (ASTM D SN3, 2 Ipm strain rate) MD Yield Strength (ppi) 175 180 179 176 174 177 3 TD Yield Strength (ppi) 179 178 177 176 175 177 2 MD Break Strength (ppi) 138 232 217 198 143 186 43 TD Break Strength (ppi) 128 163 194 182 201 174 29 MD Yield Elongation (%) 16 17 17 18 19 17 1 TD Yield Elongation (%) 17 17 16 18 18 17 MD Break Elongation (%) 196 588 543 502 154 397 205 TD Break Elongation (%) 133 417 516 472 531 414 163 Puncture Resistance (ASTM D 4833) Puncture Strength (Ibs) 155 153 150 152 144 151 4 Tear Resistance (ASTM D 1004) MD Tear Strength (Ibs) 59 58 57 60 56 58 57 61 58 58 58 TD Tear Strength (Ibs) 59 58 61 58 59 57 56 58 59 57 1 58 1 MD Machine Direction TD Transverse Direction V v f V J Page 2 of 2 The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply to samples other than those tested TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRL TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com TESTING, RESEARCH, CONSULTING AND FIELD SERVICES LA' TR f Austin, TX - USA I CA - USA I SC - USA � Gold Coast - Australia I Suzhou - China Sao Paulo, Brazil I Johannesburg -Africa ENVIRONMENTAL GEOMEMBRANE TEST RESULTS TRI Client: Oasis Consulting Services, Inc Project: Anson Landfill Phase 3 Cell 2, NC Material: Skaps 40 mil Smooth HDPE Geomembrane Sample Identification: 3111002998 TRI Log N: 54980 PAPAWIFTFP TFRT RFPI tt':A'iP N11Ml STD. MFAN nFV_ 1 2 3 4 5 6 7 8 9 10 Thickness (ASTM D 5199) Thickness (mils) 44 43 43 43 42 42 42 42 41 41 42 0.9 41 «min Density (ASTM D 1505) Density (g/cm3) 0.944 0 944 0 944 FO-9-44--1 0 000 Carbon Black Content (ASTM D 421g) % Carbon Black 2.44 249 2.47 0.04 Tensile Properties (ASTM D 6693, 2 ipm strain rate) MD Yield Strength (ppi) 106 101 101 100 105 1t13 3 TD Yield Strength (ppi) 114 107 104 109 110 109 4 MD Break Strength (ppi) 162 182 200 168 192 181 16 TD Break Strength (ppi) 210 194 181 179 204 194 14 MD Yield Elongation (%) 18 20 20 20 20 20 i TD Yield Elongation (°/) 16 18 17 18 18 17 1 V MD Break Elongation (%) 668 771 833 707 779 752 65 TD Break Elongation (%) 887 865 818 789 872 80 41 L Puncture Resistance (ASTM D 4833) Puncture Strength (Ibs) 115 113 111 111 110 112 2 Tear Resistance (ASTM D 1004) MD Tear Strength (Ibs) 36 37 34 35 33 35 34 36 34 36 35 1 TD Tear Strength (Ibs) 37 36 34 34 35 35 37 37 36 36 38 1 1 MD Machine Direction TD Transverse Direction 41 Page 2 of2 The testing herein is based upon accepted industry practice as well as the test method listed Test results reported herein do not apply to samples other than those tested TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material, TRI observes and maintains client confidentiality, TRI limits reproduction of this report, except in full, without prior approval of TRI. TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com LA\T TESTING, RESEARCH, CONSULTING AND FIELD SERVICES ■ R I Austin, TX- USA I CA -USA SC- USA I Gold Coast -Australia Suzhou -China Sao Paulo, Brazil I Johannesburg -Africa ENVIRONMENTAL April 14, 2020 Mail To: Bill To: Micheal Monteleone <= Same Oasis Consulting Services, Inc 45 Woodstock Street Roswell, GA 30075 email: mmonteleone@oasis-cs.com Dear Mr. Monteleone: Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below. Project: Anson Landfill Phase 3 Cell 2, INC TRI Job Reference Number: 54956 Material(s) Tested: One, Skaps 60 mil Textured HDPE Geomembrane(s) Test(s) Requested: Thickness (ASTM D 5994) Density (ASTM D 1505) Carbon Black Content (ASTM D 1603, mod.) Tensile Properties (ASTM D 6693) Puncture Strength (ASTM D 4833) Tear Resistance (ASTM D 1004) ' If you have any questions or require any additional information, please call us at 1-800-880-8378 Sincerely, k V �- -I-� Mansukh Patel Laboratory Manager Geosynthetic Services Division "Signature is on file Page 1 of2 The testing herein is based upon accepted industry practice as well as the test method listed Test results reported herein do not apply to samples other than those tested TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI. TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com TESTING, RESEARCH, CONSULTING AND FIELD SERVICES LAITRI Aus6nTX - USA I CA -USA I SC- USA Gold Coast -Australia I Suzhou - China I Sao Paulo, Brazil I Johannesburg -Africa ENVIRONMENTAL April 14, 2020 Mail To: Bill To: Micheal Monteleone <= Same Oasis Consulting Services, Inc 45 Woodstock Street Roswell, GA 30075 email: mmonteleone@oasis-cs.com Dear Mr. Monteleone: Thank you for consulting TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report of the laboratory testing for the sample(s) listed below. Project: Anson Landfill Phase 3 Cell 2, NC TRI Job Reference Number: 54980 Material(s) Tested: One, Skaps 40 mil Smooth HDPE Geomembrane(s) Test(s) Requested: Thickness (ASTM D 5199) Density (ASTM D 1505) Carbon Black Content (ASTM D 4218) Tensile Properties (ASTM D 6693) Puncture Strength (ASTM D 4833) Tear Resistance (ASTM D 1004) If you have any questions or require any additional information, please call us at 1-800-880-8378 rrSincerely, Mansukh Patel Laboratory Manager Geosynthetic Services Division 'Signature is on file Page 9 of The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI. TRI Environmental 1 9063 Bee Cave Rd., Austin, TX 78733, USA 1 512-263-5944 1 www.tri-env.com APPENDIX E INTERFACE FRICTION ANGLE TEST RESULTS p,j� e�a� 2. L /�t Zo z-D Michael Monteleone From: Nelson Breeden <Nelson.Breeden@WasteConnections.com> Sent: Tuesday, May 26, 2020 4:35 PM To: Michael Monteleone Subject: FW: (Fin)54814-Oasis Anson LF Phase 3 Cell From: Chiado, Eric [mailto:echiado@cecinc.com] Sent: Tuesday, May 26, 2020 4:17 PM To: Nelson Breeden; Brown, Scott; Mitchell, Tim; Bivins, Nathan Subject: RE: (Fin)54814-Oasis Anson LF Phase 3 Cell Yes and No. Yes, the peak and large displacement (LD) shear strengths exceed the minimum required peak and LID shear strengths required by the CClA Plan and permit design, respectively, with the exceptions noted in red fill. There are substantial increases in the LID shear strengths in this round of testing, relative to the original tests. No, in that the peak shear strengths in this round of testing were generally lower than the complementary interfaces evaluated in the original tests. Not sure why that's the case. However, as noted above, the peak shear strengths are still acceptable, and there are large increases in the LID shear strength. Long story short, these results are acceptable, as are the rolls covered by these samples. PEAK SHEAR STRENGTH Min. Required GCL Complete Complete Peak Shear GCL (Woven (Nonwoven Liner X-Sec Liner X-Sec Normal Strength Side) vs Clay Side) vs 60 (PC-01 (PC-02 Stress (psf) (psf) (CL-01) mil HDT Liner Borrow) Vulcan) 500 235 325 331 337 396 2,000 462 1 732 1 1,171 824 1,002 5,000 1,154 2,773 2,101 1,949 10,000 2,309 2,382 5,327 3,618 3,443 See Note 1 See Note 1 LARGE DISPLACEMENT SEAR STRENGTH Min. Required LD Min. Shear Required Strength per GCL Complete Complete Peak Shear Slope GCL ( Woven (Nonwoven Liner X-Sec Liner X-Sec Normal Strength Stability Side) vs Clay Side) vs 60 (PC-01 (PC-02 Stress (psf) ( sf) Analysis sf (CL-01) mil HDT Liner Borrow) Vulcan 500 235 115 325 275 337 395 2,000 462 461 663 791 824 990 5,000 1,154 1 776 1,608 1,948 1,912 10,000 2,309 1,302 2,377 2,867 3,583 3,443 See Note 1 See Note 1 Note 1. Samples sheared at GCL vs clay interface at all normal stresses. Eric D. Chiado, P.E. / Vice President Civil & Environmental Consultants, Inc. NEW ADDRESS 4350 Northern Pike, Suite 141, Monroeville, PA 15146 Toll -Free: 800-899-3610 • Fax: 724-327-5280 Mobile: (724)462-8265 • litip://www.ceeinc.coin Senior Leadership • Integrated Services • Personal Business Relationships From: Nelson Breeden <Nelson.Breeden@WasteConnections.com> Sent: Tuesday, May 26, 2020 2:41 PM To: Chiado, Eric <echiado@cecinc.com>; Brown, Scott <sbrown@cecinc.com>; Mitchell, Tim <tmitchell@cecinc.com>; Bivins, Nathan <nbivins@cecinc.com> Subject: FW: (Fin)54814-Oasis Anson LF Phase 3 Cell This appears much better. Thoughts? From: Michael Monteleone [mailto:mmonteleone@oasis-cs.com] Sent: Tuesday, May 26, 2020 2:18 PM To: Bivins, Nathan (nbiyins cecinc.corn) Cc: Nelson Breeden; Saeed Abdolpour Subject: FW: (Fin)54814-Oasis Anson LF Phase 3 Cell WARNING: This email is from outside of Waste Connections; Exercise caution. Nathan Attached are the 4 interface retests. Can you pass along to the engineers at your end to review and evaluate. The numbers are better. The asperity heights are also better. I think these should all meet the design requirements but going on memory. Regards Michael Monteleone, P.E. Executive Vice President, Director of Engineering m m o nteleone @oasis-cs.com OASIS CONSULTING SERVICES 45 Woodstock Street I Roswell, Georgia 30075 0: 678.739.2400 1 F: 770.552.5550 1 M: 404.307.2680 www.oasis-cs.com This message contains confidential information and is intended only for the individual(s) named If you are not the named addressee you should not disseminate. distribute or copy this e-mail Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system If you are not the intended recipient you are notified that disclosing. copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited LATRITESTING, RESEARCH, CONSULTING AND FIELD SERVICES .1 ENVIRONMENTAL Client: Project: 12,000 10,000 y a 8,000 In a) in 6,000 m 4,000 2,000 Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243) Oasis Consultant Services Anson Landfill GCL - woven side down vs. CL-01 (Clay Sample) 0 2,000 4,000 5,000 8,000 10,000 12,000 Normal Stress (psf) 500 psf -2000 psf A5000 psf 10000 psf 2.500 2.000 y 1.500 N N rn 1.000 t 500 0 0.5 1 1.5 2 2.5 3 Displacement (inches) TRI Log #: 54814-8 Richard S. Lacey, P.E. 5/26/2020 Analysis & Quality Review/Date Test Results, Linear Regression Mohr -Coulomb Peak Large Parameters Displacement Friction Angle Degrees 11.8 12.0 Y-intercept psf 192 162 or Adhesion Minimum Degrees 11.2 11.2 Secant Angle Note - Large Displacement Values Reported for 3.0 inches of Displacement Test Conditions Upper GCL - woven side down BOX Lower CL-01 (Clay Sample) Box w = 26.6 % yd = 86.3 pcf Wet - Loading applied and Interface Conditioning flooded for a minimum of 24 hours prior to shear. Shearing Rate inches/minute 0.04 Test Notes Shearing occurred at the interface at all stresses. Specimen No. - 1 2 3 4 Normal Stress psf 500 2,000 5,000 10,000 Box Edge Dimension in 12 12 12 12 Bearing Slide Resistance Ibs 13 27 56 103 Peak Shear Stress psf 325 732 ✓ 988 ✓ 2,382 Secant Angle deg. 33.0 20.1 11.2 13.4 Large Shear Stress psf 325 ✓ 663 98 2,377 Displacement Secant Angle deg. 33.0 18.3 11.2 13.4 C3 �-% Are j Page 1 of 1 II- to I.no JwoIn is to d upon oeuoptel Ind—iry puuhce as wolf u41110 loal ."$:wtl Upled. Teel m—Ity repro IvA Ilofom do nn1 dpwt�fy to nan+WLot al hw Ihµn 0W q IBCW- IRA neII11Wr necepte 1 W WAIfy IN n0l rt K_ a4 M na to Ilse fnW Iwe am py+pnue o1 Itm malvnal, TN ohnarvoo I; "$ nlnlrtrcne c .0 cv�Ibdentarity. IN r-ow rnpralu 11 00 of lhis Iepuit, neeepl in 1ud. wllhoul 0 iw npploml rA {Fil. TRI ENVIRONMENTAL, INC. 9063 ri EE CAVCS RD. - AUSTIN. TX 78733 - USA I PM: E300.080.TEST OR S 1 2.253.2101 VTR[ TESTING, RESEARCH, CONSULTING AND FIELD SERVICES ENVIRONMENTAL Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243) Client: Oasis Consultant Services TRI Log #: 54814-7 Project: Anson Landfill Richard S. Lacey, P.E, 5/18/2020 Analysis & Quality Review/Date GCL - nonwoven side down vs. TXGM (3111001740) - shiny side up 12,000 10.000 8,000 fA 6,000 m rn 4,000 2.000 0 0 2,000 4,000 6,000 6,000 10,000 12,000 Normal Stress (psf) 500 psf -2000 psf n5000 psf 10000 psf 6,000 5,000 C, n 4,000 r� 3,000 in L 2,000 1,000 y 0 0 0.5 1 1.5 2 2.5 3 Displacement (inches) Test Results, Linear Regression Mohr -Coulomb Peak Large Parameters Displacement Friction Angle Degrees 27.7 15.1 Y-intercept psf 107 207 or Adhesion Minimum Degrees 28.0 16.0 Secant Angle Note - Lame Displacement Values Reported for 3.0 inches of Displacement Test Conditions Upper GCL - nonwoven side down Box Lower TXGM (3111001740) Box shiny side up Wet - Loading applied and Interface Conditioning flooded for a minimum of 24 hours prior to shear. Shearing Rate I inches/minute 0.04 Test Notes Shearing occurred at the interface at all stresses. Specimen No. - 1 2 3 4 Normal Stress psf 500 2,000 5,000 10,000 Box Edge Dimension in 12 12 12 12 Bearing Slide Resistance Ibs 13 27 56 103 Peak Show Stress psf 331 ✓ 1,171 ✓ 2,778 5,327 Sscant Angle deg. 33.5 30.4 29.1 28.0 Large Displacement Shear Stress psf 275 ,/ 791 ,/ 1,608 2,867 Secant Angle deg. 28.8 21.6 17.8 16.0 Asperity Height, Avg. of 5 Meas. mils 30 1 30 30 30 Page 1 of 1 uM toolH p 1 0 11.r1 .4¢Gt i YIaC kCea11C0 rq,lualiy p ncln n rm wn11 n5 ll v foal mvlhe4li¢letl. ltivl rvaW!¢ rvpor}pO lWltl", 00 nat opP[ la ¢ample¢ ¢llrer 17— telr tn¢t¢0. I rrallhcr yecepla rcaponmbddy Iw ao, mn4on glliro„o� to lhn Impt rNy pnrl p¢mnno of the rnnlcrrn� Tft! %Amagwu ono nunnlnars rt4wt SO 1FHkphgdily i1p Im rH¢ rnp1-1 .bw+t nrm ...W 1. urcetn m I.M. w+lfq'n prior ¢pp46vn1 of 1 H1 TRI ENVIRONMENTAL, INC. 9053 face CAVCS RD. — AUSYIN, TX 76733 — USA I PH: E30U.B9U.TEST OR 51 2.253.21 01 Client: Project: Multi -Layered Interface Friction Test (ASTM D6243 Modified) Oasis Consultant Services TRI Log #: 54814-5 Anson Landfill Richard S. Lacey, P.E. 5/18/2020 Analysis & Quality Review/Date PC-02 (Vulcan) vs. DSGC (0096361010172) vs. TXGM (311001776) - dull side up vs. GCL - nonwoven side up vs. CL-01 (Clay Sample) ❑ 12,000 10,000 a 8.000 8,000 m L 4,000 2.000 0 2.000 4,000 6,000 8,000 10,000 12,000 Normal Stress (psf) 500 psf - 2000 psf A 5000 psf 10000 psf 4,000 3.000 a N d 2,000 in t 1,000 0 /—.. - 0 0.5 1 1.5 2 2.5 3 Displacement (inches) Test Results, Linear Regression Mohr -Coulomb Peak Large Parameters Displacement Friction Angle Degrees 17.7 17.6 Y-intercept psf 307 300 or Adhesion Minimum Degrees 19.2 19.0 Secant Angle Note - Large Displacement. Values Reported for 3.0 inches of Displacement Test Conditions Upper Box PC-02 (Vulcan) - Tamped in place Floating DSGC (0095361010172) TXGM (311001776) - dull side up GCL - nonwoven side up Lower Box CL-01 (Clay Sample) CO = 26.6 % yd = 86.3 pcf Conditioning Wet - Loading applied and Interface flooded for a minimum of 24 hours prior to shear. Shearing Rate 1 inches minute 0.04 Test Notes Shearing occurred at the GCL vs Clay interface at all stresses. Specimen No. - 1 2 3 4 Normal Stress psf 500 2,000 5,000 10,000 Box Edge Dimension in 12 12 12 12 Bearing Slide Resistance Ibs 13 27 56 103 Peak Shear Stress psf 396 1,002,/ 1,949 3,473 Secant Angle deg. 38.4 26.6 21.3 19.2 Large Displacement Shear stress psf 395 990 L, 1,912 ' 3,443 secant Angle deg. 38.3 26.3 20.9 19.0 Asperity Height" 'Top mils 28 30 29 1 32 113ottom I mils 1 30 1 30 30 128 Page f of 1 I I,c I.•::I�nit l,�i�i+, ��u upon nceuplml I,Wuafry pluelx:n a¢ wcll w 111e IS�1 nw-erwel hnlvel. terl ,eoulh wp6,t d iwrnln r!o nw! applyy la nnmpinc alrwi elwn Ilmov eenlw. iNl nrlulr� nccvp=e �co n,l,mty rr�i Ii��I ,nI,K.• : r.In�nl mI In II+r Wool u¢u nrw pwlwaa al tlm nvls¢,Inl In1 obnnlrc•. n,Ili nloinlninv cbunl cMllidonl,ml�y IFIi Iimllo ICpwliaC lion nt INV Irpott, usevpl in ILA. W Ihk yt 11Hw cp m—w 01 Poi TRI ENVIRONMENTAL, INC. 9063 F3EC CAVES RD. — AUSTIN, TX 78733 USA I PH.- 000.080.TEST OR S 1 2.263.2101 Z b lti 'Z0 ZA1TRI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES Austin, TX- USA I CA -USA I SC- USA Gold Coast -Australia Suzhou -China Sao Paulo, Brazil I Johannesburg-Afric ENVIRONMENTAL Multi -Layered Interface Friction Test (ASTM D6243 Modified) Client: Oasis Consultant Services TRI Log #: 54814-6 Project: Anson Landfill Richard S. Lacey, P.E. 5/21/2020 Analysis & Quality Review/Date PC-01 (Borrow) vs. DSGC (0095361010172) vs. TXGM (311001776) - Dull side up vs. GCL - nonwoven side up vs. CL-01 (Clay Sample) 12.000 10.000 g 8.000 fA 2 fA 6.000 `m r rn 4.000 2.000 0 0 a uu 3.000 a 0 0 0.5 1 1.5 2 2.5 3 Displacement (inches) 2,000 4,000 6,000 8,000 10,000 12,000 Normal Stress (psf) 500 psf -2000 psf A5000 psf 10000 psf Test Results, Linear Regression Mohr -Coulomb Peak Large Parameters Displacement Friction Angle Degrees 19.3 19.0 Y-intercept psf 192 169 or Adhesion Minimum Degrees 19.9 19.7 Secant Angle Note - Larne Displacement Values Reported for 3.0 Inches of Displacement Test Conditions Upper Box PC-01 (Borrow) - Tamped in place Floating DSGC (0095361010172) TXGM (311001776) - Dull side up GCL - nonwoven side up Lower Box CL-01 (Clay Sample) ce = 26.6 % yd = 86.3 pcf Conditioning Wet - Loading applied and Interface flooded for a minimum of 24 hours prior to shear. Shearing Rate inches/minute 0.04 Test Notes Shearing occurred at the GCL vs. Clay interface at all stresses. Specimen No. - 1 2 3 4 Normal Stress psf 500 2,000 5,000 10,000 Box Edge Dimension in 12 12 12 12 Bearing Slide Resistance Ibs 13 27 56 103 Peak Shear Stress psf 337 824 2,101 3,618 Secant Angle deg. 34.0 22.4 22.8 19.9 Large Displacement Shear stress psf 337 824 1,948 3,583 Secant Angle deg. 34.0 22.4 21.3 19.7 Asperity Height` JTop mils 30 1 31 1 31 34 Bottom mils 33 33 33 38 Page 1 of 1 The luflirnpp toff cin Is Iwcyd upol :rCr:o pled usuuxhy WACI N`c pS wcY 1.s 11fc tea! nm11wU Ire!¢d. Tcet rcul ulla P'"1M11Mlaol do "l OPpIyy It1 aaglplva *it" tlyle IIW�v wQw- II4 rwal wt nCCvpla'114—i bd,ly Iw nur nvl4ea m no to the ry�M1l "", nerl 5n po nc of rlre .—W ial 1111 oh--- and ikninhu rn choral cMrI,WYlTrahlV. Tit, Imul6leMDd4clmn u} lnrt, tePnd, except in lull, without prior approvel of TRI TRI ENVIRONMENTAL, INC. 9053 ©EC CAVES RD. — AUST... TX 713733 -- USA I PH; 1300.9130.TEST OR 55 1 2.263.2101 c�- a�- <--- Michael Monteleone From: Brown, Scott <sbrown@cecinc.com> Sent: Wednesday, May 13, 2020 8:05 AM To: Michael Monteleone; Nelson Breeden Cc: Bivins, Nathan; Mitchell, Tim Subject: RE: ENV data Good morning, Based on Eric's and Tim's discussion last night, they believe that we have justification to use an average value for the geosynthetic interfaces. This is because 5 of the 6 failures of for the interface shear strength testing for the entire liner cross section, occur at the GCL versus geomembrane interface. Also, we have interface testing specifically for the GCL versus geomembrane interface. Using the average values, we prepared updates to the slope stability analyses previously prepared (Section C), and prepared one additional stability section oriented in the North -South direction for Phase 3 Cell 2. The results of the additional runs are as follows: Run Factor of Safety Section C; Seismic Evaluation; Full Phase 5 Build Out; Average Lab Results 1.044 Section C; Seismic Evaluation; Phase 3 Build Out; Average Lab Results 1.068 Section C; Seismic Evaluation; Phase 5 Build Out; Worst Case Lab Results in Phase 3 and Design values in Phase 5 0.992 N-S Section; Seismic Evaluation; Average Lab Results 1.030 N-S Section; Seismic Evaluation; Worst Case Lab Results in upper portion of Cell Design Values in lower portions of cell. 1.009 To adhere to the calculations submitted in the permit, we need to demonstrate a seismic FS of 1.0 using the large displacement properties. As shown we do that at all of the above sections, with the exception of the stability run that uses the worst case lab results in Phase 3 and design values in Phase 5. The FS for this run is 0.992. Yes, this is below a FS of 1.0, but the difference of 0.008 is within the error tolerance for the stability models. Therefore, our opinion would be that the stability models meets the requirements of the pen -nit. Moving forward, we would recommend: 1. Accept the material currently at the site and continue installation activities; 2. Prepare a calculation brief/memo to memorialize this evaluation; 3. Run new interface friction tests for the new material for the lower portions of the cell; a. Make sure the testing includes testing at 500, 2,000, 5,000, and 10,000 psf nonnal loads; and b. Run this testing prior to shipping the material to the site. Let us know if you would like to have additional discussions on this matter. Thanks Scott L. Brown, P.E. Civil & Environmental Consultants, Inc. 3701 Arco Corporate Drive - Suite 400 • Charlotte, NC 28273 Toll -Free: 855-859-9932 - Direct: 980-260-2102 - Fax: 980-237-0372 Mobile: 704-773-6465 - litt ://www.ceeinc.com Senior Leadership • Integrated Services •_ Personal Business Relationships From: Bivins, Nathan <nbivins@cecinc.com> Sent: Tuesday, May 12, 2020 3:51 PM To: Brown, Scott <sbrown@cecinc.com> Subject: FW: ENV data Forgot to cc you on the below. Nathan T. Bivins, P.E. / Project Manager Civil & Environmental Consultants, Inc. 3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273 Direct Line: (980) 260-2113 • Mobile: (919) 280-3637 • http://www.cecinc.coin Senior Leadership • Integrated Services • Personal Business Relationships From: Bivins, Nathan Sent: Tuesday, May 12, 2020 3:49 PM To: Michael Monteleone <mmonteleone@oasis-cs.com> Cc: 'Nelson Breeden' <nelson.breeden wasteconnections.com> Subject: RE: ENV data Mike, We reviewed the interface shear strength test results. Below are summary tables showing the design requirements and the tested values for the peak and large displacement results. PC (Vulcan) PC (Borrow) vs. VS. Geocomposite Min. Geocomposite vs. Normal Load Required vs. Geomembrane (psf) Shear Geomembrane vs. GCL vs. Strength (psf) GCL vs GCL vs. vs. GCL vs. Subgrade Subgrade Geomembrane Subgrade Peak Strength Peak Strength Peak Strength Peak Strength 500 235 Not Tested Not Tested Not Tested Not Tested 2,000 462 Not Tested Not Tested Not Tested Not Tested 5,000 1,154 2,487 2,903 2,169 1,948 10,000 2,309 4,581 51108 3,938 3,648 16,000 3,694 7,205 8,644 7,373 5,959 PC (Vulcan) PC (Borrow) vs. VS. Geocomposite Min. Geocomposite vs. Normal Load Required vs. Geomembrane (pst) Shear Geomembrane vs. GCL vs. Strength (psf) GCL vs GCL vs. vs. GCL vs. Subgrade Subgrade Geomembrane Subgrade LD Strength LD Strength LD Strength LD Strength 500 235 Not Tested Not Tested Not Tested Not Tested 2,000 462 Not Tested Not Tested Not Tested Not Tested 5,000 1,154 2,155 1,490 1,400 10,000 2,309 3,838 - 16,000 3,694 7,162 4,115 Values not meeting the design requirements are highlighted in red. As shown, there are several values that do not meet the design requirements. We would recommend any of the following: 1. Retesting the interfaces; 2. Running additional stability analysis to determine the impacts to slope stability using the actual lab data (and including the 500 and 2,000 psf data points); or 3. Finding alternate materials. Given the material has shipped/arrived, I don't think option 3 above is viable. Also, in addition to the values not meeting the design requirements, there are a few other issues that need clarified, as follows: • The permitted slope stability analyses specified interface shear strength testing at normal loads of 500, 2,000, 5,000, and 10,000 psf. The current lab results do not include test at 500 or 2,000 psf. This is a potential compliance issue with the site's permit, and there is a potential that a regulator could comment during review of the certification report for the cell. ■ Also, it is important to clarify how the GCL was orientated during the interface testing. Specifically which side of the GCL, woven or nonwoven, was against the other liner system components for each of the tests. This may be responsible for failing tests, as this is the critical interface. Please let me know if you have any questions. Thanks, Nathan Nathan T. Bivins, P.E. / Project Manager Civil & Environmental Consultants, Inc. 3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273 Direct Line: (980) 260-2113 • Mobile: (919) 280-3637 • ht!p://www.cecinc.coni Senior Leadership • Integrated Services • Personal Business Relationships From: Michael Monteleone <mmonteleone@oasis-cs.com> Sent: Tuesday, May 12, 2020 11:50 AM To: Bivins, Nathan <nbivins@cecinc.com> Cc: 'Nelson Breeden' <nelson.breeders@wasteconnections.com> Subject: RE: ENV data Thanks Michael Monteleone, P.E. Executive Vice President, Director of Engineering mmonteleone @oasis-cs. cam OASIS CONSULTING SERVICES 45 Woodstock Street I Roswell, Georgia 30075 0: 678.739.2400 1 F: 770.552.5550 1 M:404.307.2680 www.oasis-cs.com This message contains confidential information and is intended only for the individual(s) named. If you are not the named addressee you should not disseminate, distribute or copy this e-mail Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. If you are not the intended recipient you are notified that disclosing, copying. distributing or taking any action in reliance on the contents of this information is strictly prohibited From: Bivins, Nathan <nbivins@cecinc.com> Sent: Tuesday, May 12, 2020 11:45 AM To: Michael Monteleone <mmonteleone oasis-cs.com> Cc: 'Nelson Breeden' <nelson.breeden wasteconnections.com> Subject: RE: ENV data Mike, We'll have our testing results analysis to you today. Nathan T. Bivins, P.E. / Project Manager Civil & Enviromnental Consultants, Inc. 3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273 Direct Line: (980) 260-2113 - Mobile: (919) 280-3637 - htLp:.1/www.cecinc.corn Senior Leadership • Integrated Services • Personal Business Relationships From: Michael Monteleone <mmonteleone@oasis-cs.com> Sent: Tuesday, May 12, 2020 10:10 AM To: Bivins, Nathan <nbivins@cecinc.com> Cc:'Nelson Breeden' <nelson.breeden@wasteconnections.com> Subject: RE: ENV data Nathan Just following up, any word on the interface data, they are putting out today. It looked fine to me, but wanted to make sure from the design side ■ LRInTTESTING, RESEARCH, CONSULTING AND FIELD SERVICES Austin, TX - US/ old Coast - Australia Suzhou - Chin, Sao Paulo, Brazil ..hannesburg- Africa ENVIRONMENTAL Multi -Layered Interface Friction Test (ASTM D6243 Modified) Client: Oasis TRI Log #: 54814-1 Project: Anson Landfill Richard S. Lacey, P.E. 5/13/2020 Analysis & Quality Review/Date PC -Al -Vulcan Composite vs. Skaps TN 270-2-8 (0095361010001) vs. Skaps TXGM 60mil HDPE (3112004270) vs. Cetco Bentomat ST (1501) vs. Subgrade 20 000 4-21 15 000 n 10 000 5.000 0 8,000 7,000 6,000 a m 5,000 rn 4,000 to 3,000 2,000 1,000 0 0 5,000 10,000 15.000 Normal Stress (psf) 5000 psf -10000 psf o 16000 psf 05 1 15 2 25 Displacement (inches) 20,000 Test Results, Linear Regression o r-Goulom Large Parameters Peak Displacement Friction Angle Degrees Negative intercects Refer toper -normal -stress -intercept or Adhesion psf secant angles Minimum Degrees 21.5 10.9 Secant Angle Note - Larae Displacement Values Reported for 3.0 inches of Displacement Test Conditions Upper PC -Al -Vulcan Composite Box Tamped in place Skaps TN 270-2-8 (0095361010001) Skaps TXGM 60mil HDPE Floating (3112004270) Cetco Bentomat ST (1501) Nonwoven side up Lower Subgrade Box 0) = 26.6 % rd = 86.3 pcf Wet - Loading applied and Interface Conditioning flooded for a minimum of 24 hours prior to shear. Shearing Rate inches/minute 0.04 Test Notes Shearing occurred at the TXGM vs. GCL interface at 5,000 psf and 16,000 psf. Shearing occurred at the DSGC vs TXGM interface at 10,000 psf. Specimen No_ - 1 2 3 Normal Stress psf 5,000 10,000 16,000 Box Edge Dimension in 12 12 12 Bearing Slide Resistance Ibs 56 103 160 Peak Shear Stress psf 2,169 3,938 7,373 Secant Angle deg. 23.5 21.5 24.7 Large Displacement Shear Stress psf 1,400 1,923 4,115 Secant Angle deg. 15.6 10.9 14.4 Asperity Height* JTop mils 22 25 24 I Bottom mils 25 Page 1241 24 Tin, tesunp herein Is based upon accd,ptad Industry practice as well as the test method listed. Teat results reported herein do not apply to samples other than those tested TRI neither accepts responsibility for nor ayrkes claim as to the final um. n-1 purpose of the malarial. TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI TRI ENVIRONMENTAL, INC. 9063 BEE CAVES RD. — AUSTIN, TX 7B733 - USA I PH: BOO.BBO.TEST OR 5 1 2.263.21 0 1 TESTING, RESEARCH, CONSULTING AND FIELD SERVICES 4&TR I Austin, TX- USA I CA -USA I SC- USA i Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa ENVIRONMENTAL Multi -Layered Interface Friction Test (ASTM D6243 Modified) Client: Oasis TRI Log #: 54814-2 Project: Anson Landfill Richard S. Lacey, P.E. 5/13/2020 Analysis & Quality Review/Date PC-1-Borrow Composite vs. Skaps TN 270-2-8 (0095361010001) vs. Skaps TXGM 60mil HDPE (3112004270) vs. Cetco Bentomat ST (1501) vs. CB-01- Subgrade 20 000 o Peak *Large Displacement r~ 15 000 1n n <n 10 000 CU L rn 5 000 0 0 5,000 10,000 15,000 Normal Stress (psf) 5000 psf -10000 psf o 16000 psf 6.000 5.000 n 4.000 Vl N 9 3.000 L 2000 to 1 000 20,000 0 0 05 1 1.5 2 25 3 Displacement (inches) Test Results, Linear Regression Mohr -Coulomb Large Peak Parameters Displacement Friction Angle Degrees 20.1 11.2 Y-intercept psf 77 70 or Adhesion Minimum Degrees 20.0 11.4 Secant Angle Note - Larae Displacement Values Reported for 3.0 inches of Displacement Test Conditions Upper PC-1-Borrow Composite Box Tamped in place Skaps TN 270-2-8 (0095361010001) Skaps TXGM 60mil HDPE (3112004270) Floating Cetco Bentomat ST (1501) side up. Lower CB-01- Subgrade Box w = 26.2 % yd = 86.3 pcf Wet - Loading applied and Interface Conditioning flooded for a minimum of 24 hours prior Ito shear. Shearing Rate inches/minute 0.04 Test Notes Shearing occurred at the TXGM vs. GCL interface at all stresses. Specimen No. -1 1 2 3 Normal Stress psf 5,000 10,000 16,000 Box Edge Dimension in 12 12 12 Bearing Slide Resistance Ibs 56 103 160 Peak Shear Stress psf 1,948 3,648 5,959 Secant Angle deg. 21.3 20.0 20.4 Large Displacement Shear Stress psf 1,072 2,025 3,247 Secant Angle deg. 12.1 11.4 11.5 Asperity Height* Top mils 24 1 25 25 Bottom mils 25 1 P 19;4 1 24 The srolpnly herein Is based upon acccptmi industry practice as well as the test method listed. Test results rcportod herein do not nppry tc sampfoa cth- than those tested. TRI neither rc"pls responsibility top nor makes claim as to the final h— mw purpose of the materiel. TRI observes and maintain. client conbdni Hltriity. TRI do mpt: 1cllon of IN. report, except in lull. without prior ppllfpVal of TRI. TRI ENVIRONMENTAL, INC. 9063 BCE CAVES RD. — Aus N, TX 78733 — USA I PH: B00.1380.TEST DR 51 2.263.21 01 4&TRI ENVIRONMENTAL Client: Project: 20.000 C_ 15.000 Co CL 5 000 TESTING, RESEARCH, CONSULTING AND FIELD SERVICES Austin, Tx - USA I Cf- ralia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243) Oasis TRI Log #: 54814-3 Anson Landfill Richard S. Lacey, P.E. 5/13/2020 v+ 0 9,000 8,000 7,000 a 6,000 Lo U) 5,000 4,000 to L 3,000 rn 2,000 1,000 0 0 Analysis & Quality Review/Date Cetco Bentomat ST (1501) vs. Skaps TXGM 60mil HDPE (3112004270) - Shiny up o Peak *Large Displacement -0- 5,000 10,000 10,000 15,000 Normal Stress (pst snnn nsf -lnnnn ncf AlRnnn ncf 20,000 05 1 15 2 25 3 Displacement (inches) Test Results, Linear Regression Mohr -Coulomb Peak Large Parameters Displacement Friction Angle Degrees 27.7 8.5 Y-intercept psf 136 749 or Adhesion Minimum Degrees 27.1 11.1 Secant Angle I Note - Large Displacement Values Reported for 3.0 inches of Displacement Test Conditions Upper Cetco Bentomat ST (1501) Box Nonwoven side down Lower Skaps TXGM 60mil HDPE Box (3112004270) - Shiny up Wet - Loading applied and Interface Conditioning flooded for a minimum of 24 hours prior to shear. Shearing Rate inches/minute 0.04 Test Notes Shearing occurred at the interface at all stresses. Specimen No. - 1 2 3 Normal Stress psf 5,000 10,000 16,000 Box Edge Dimension in 12 12 12 Bearing Slide Resistance Ibs 56 103 160 Peak Shear Stress psf 1 2,903 5,108 8,644 Secant Angle deg. 30.1 27.1 28.4 Large Displacement Shear Stress psf 1,490 2,267 3,143 Secant Angle deg. 16.6 12.8 11.1 Asperity Height, Avg. of 5 Meas. mils 21 1 26 33 Page 1 of 1 herein is based upon ar:u plA l Industry practice as well as the test method ld=od. Teel results reported herein do not apply to samples .+111- than those reeled. TRI nelther m—plp responsibility In• r�i,..niikes claim as to the Ilnel wx and purpose of the material. TRI observes and mdnralns client confidentiality. TRI limits reproduction of 11- rupprl• except In lull, without prior spprwul of TRI. TRI ENVIRONMENTAL, INC. 9063 SEE CAVES RD. — Aus-N. TX 78733 — USA I PH: 1300.86O.TEST OR 51 2.263.2101 TRH TESTING, RESEARCH, CONSULTING AND FIELD SERVICES 46Austin, TX- USA I CA -USA I SC -USA I Gold Coast -Australia I Suzhou -China I Sao Paulo, Brazil I Johannesburg -Africa ENVIRONMENTAL Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243) Client: Oasis TRI Log #: 54814-4 Project: Anson Landfill Richard S. Lacey, P.E. 5/13/2020 Analysis & Quality Review/Date 20 000 r~ 15 000 to n rn U) 10 000 m W 5 000 0 8,000 7,000 6,000 U n 5,000 N g 4,000 3,000 C0 2,000 1,000 0 h Cetco Bentomat ST (1501) vs. Subgrade 5,000 10,000 15,000 Normal Stress (psf) 5000 psf -10000 psf o 16000 psf 20,000 05 1 1.5 2 25 3 Displacement (inches) Test Results, Linear Regression Mohr -Coulomb Peak Large Parameters Displacement Friction Angle Degrees 23.2 Negative Intercept Refer to per- normal -stress Y-i ntercept or Adhesion psf 323 secant angles Minimum Degrees 24.2 21.0 Secant Angle Note - Large Displacement Values Reported for 3 0 inches of Displacement Test Conditions Upper Cetco Bentomat ST (1501) Box Woven side down Lower Subgrade Box co - 26.2 /o yd = 86.3 ° pcf Wet - Loading applied and Interface Conditioning flooded for a minimum of 24 hours prior to shear. Shearing Rate inches/minute 0.04 Test Notes Shearing occurred at the interface at all stresses. Specimen No. - 1 2 3 Normal Stress psf 5,000 10,000 16,000 Box Edge Dimension in 12 12 8 Bearing Slide Resistance Ibs 56 103 76 Peak Shear Stress psf 2,487 4,581 7,205 Secant Angle deg. 26.4 1 24.6 24.2 Large Displacement Shear Stress psf 2,155 3,838 7,162 Secant Angle deg. 23.3 21.0 24.1 Page 1 of 1 Tn, Ir r-tl herein is based upon acc wive Industry practice as well as the test method listed. Test resulls -oartod herein do not apply to samptss Ohm than those tested. TRI neithr„ aecollla responsibility r,n „.. „env es claim es to the final usr• mra purpose of the material. TRI obeemes and maintains client conlldmttlnlity TRI limha tugWuotion of Ihla report, except in lull, without Pi- gpproval of TRI. TRI ENVIRONMENTAL, INC. 9063 BEE CAVES RD. — AUSTIN, TX 711 — USA I PH: 800.88O.TEST OR 5 1 2.263.2 1 01 &:�� /11A V-- "-� ZAa TRI ENVIRONMENTAL Client: Project: 20,000 15,000 m n 5.000 TESTING, RESEARCH, CONSULTING AND FIELD SERVICES Austin, TX- USA I CA -USA I SC -USA I Gold Coast -Australia I Suzhou -China Sao Paulo, Brazil I Johannesburg -Africa Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243) Oasis TRI Log #: 54814-4 Anson Landfill Richard S. Lacey, P.E. 5/4/2020 0+ 0 8,000 7,000 6,000 5, a 5,000 rn 4,000 3,000 2,000 1,000 Cetco Bentomat ST (1501) vs. Subgrade ❑Peak o Large Displacement 5,000 10,000 15,000 Normal Stress (psf) 5000 psf -10000 psf n 16000 psf 20,000 0 05 1 1.5 2 2.5 3 Displacement (inches) Analysis & Quality Review/Date Test Results, Linear Regression Peak Mohr -Coulomb Large Parameters Displacement Friction Angle Degrees 23.2 Negative Intercept Refer to per- Y-intercept normal -stress or Adhesion psf 323 secant angles Minimum � Degrees 24.2 21.0 Secant Angle Note - Large Disolacement Values Reported for 3.0 inches of Displacement Test Conditions Upper Cetco Bentomat ST Box (1501) Lower Subgrade Box 0)= 26.2 % Yd = 86.3 pcf Wet - Loading applied and Interface Conditioning flooded for a minimum of 24 hours prior to shear. Shearing Rate inches/minute 0.04 2 3 10,000 16,000 Test Notes Shearing occurred at the interface at all stresses. f � t�l V Specimen No. Note - Large Disolacement Values Reported for 3.0 inches of Displacement Test Conditions Upper Cetco Bentomat ST Box (1501) Lower Subgrade Box 0)= 26.2 % Yd = 86.3 pcf Wet - Loading applied and Interface Conditioning flooded for a minimum of 24 hours prior to shear. Shearing Rate inches/minute 0.04 2 3 10,000 16,000 Test Notes Shearing occurred at the interface at all stresses. f � t�l V Specimen No. 2 3 10,000 16,000 Test Notes Shearing occurred at the interface at all stresses. f � t�l V Specimen No. - 1 Page 1 of 1 The testing herein Is based upon =[ plrb industry practice m well as the teal method listed. Test results rnportnol herein do nol opply to samples whm than those tested. TRI neittwr sorapl% responsibility I., nor makes claim as to the final unr_•.ind purpose of the malminl. TRI observes and maintains client con}Idsntintity. TRI limits ropcClrclion of Ihie report, except in lull, without prior npprowrl of TRI. TRI ENVIRONMENTAL, INC. 9063 BCE CAVES RD. — AuSTIN, TX 7B733 — USA I PH: B00.B80.TEST OR 51 2.263.2101 L /5a.�%r?,I, TRI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES ZAM Austin, TX -USA I CA -USA I SC -USA I Gold Coast -Australia I Suzhou -China iao Paulo, Brazil lannesburg- Africa ENVIRONMENTAL Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243) Client: Oasis TRI Log #: 54814-4 Project: Anson Landfill Richard S. Lacey, P.E. 5/4/2020 Analysis & Quality Review/Date Cetco Bentomat ST (1501) vs. Subgrade 20,000 o Peak o Large Displacement I~ 15.000 in n rn to 10,000 to 5,000 0 i I 0 5,000 10,000 15,000 Normal Stress (psf) 8,000 7,000 6,000 U a 5,000 co m 4,000 3,000 U) 2,000 1,000 0 0 20,000 0.5 1 1.5 2 2.5 3 Displacement (inches) Test Results, Linear Regression Mohr -Coulomb Peak Large Parameters Displacement Friction Angle Degrees 23.2 Negative Intercept Refer to per- normal -stress Y-intercept or Adhesion psf 323 secant angles Minimum Degrees 24.2 21.0 Secant Angle Note - Large Displacement Values Reported for 3.0 inches of Displacement Test Conditions Upper Cetco Bentomat ST Box (1501) Lower Subgrade Box = 26.2 % yd = 86.3 pcf Wet - Loading applied and Interface Conditioning flooded for a minimum of 24 hours prior to shear. Shearing Rate inches/minute 0.04 Test Notes Shearing occurred at the interface at all stresses. Specimen No. - 1 1 2 3 Normal Stress psf 5,000 10,000 16,000 Box Edge Dimension in 12 12 8 Bearing Slide Resistance Ibs 56 103 76 Peak Shear Stress psf 2,487 4,581 7,205 Secant Angle deg. 1 26.4 24.6 24.2 Large Displacement Shear Stress psf 2,155 3,838 7,162 Secant Angle deg. 23.3 1 21.0 1 24.1 Page 9 of 1 the irmlrn halydn Is based upon accepted Industry practice as well as the test method listed. Teat results reported herein do not apply to samplop other than those tested TRI neither accepts responsibility Ivr rwr mo err claim nr. le pte list use nrw purpose of the material. TRI obeemes and maintains client conlidentiallty. TRI limits reproduction of Thin Icpori, except in lull, without prior approval of TRI TRI ENVIRONMENTAL, INC. 9063 BEE CAVES RD. — AUSTIN, TX 78733 — USA i PH: BOO.BBO.TEST OR 51 2.263.21 01 TRI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES 4&Austin, TX- USA I CA -USA I SC- USA I Gold Coast -Australia I Suzhc nesburg-Africa ENVIRONMENTAL Interface Shear Strength of Geosynthetic Clay Liner by Direct Shear (ASTM D6243) Client: Oasis TRI Log #: 54814-3 Project: Anson Landfill Richard S. Lacey, P.E. 5/6/2020 Analysis & Quality Review/Date Cetco Bentomat ST (1501) vs. Skaps TXGM 60mi1 HDPE (3112004270) Shiny u 20.000 C 15.000 to 5 000 0 + 0 9,000 8,000 7,000 c n 6,000 N � 5,000 4,000 t 3,000 to 2,000 1,000 0 0 oPeak oLarge Displacement a,--- - - - ____0 0--- 5,000 10,000 15,000 Normal Stress (psf) 5000 nsf -10000 nsf o 16000 psf 0.5 1 15 2 25 Displacement (inches) 20,000 Test Results, Linear Regression Mohr -Coulomb Peak Large Parameters Displacement Friction Angle Degrees 27.7 8.5 Y-intercept psf 136 749 or Adhesion Minimum Degrees 27.1 11.1 Secant Angle Note - Larae Disolacement Values Reported for 3.0 inches of Displacement Test Conditions Upper Cetco Bentomat ST (1501) BOX Lower Skaps TXGM 60mil HDPE Box (3112004270) - Shiny up Wet - Loading applied and Interface Conditioning flooded for a minimum of 24 hours prior to shear. Shearing Rate inches/minute 0.04 Test Notes Shearing occurred at the interface at all stresses. Specimen No. - 1 2 3 Normal Stress psf 5,000 10,000 16,000 Box Edge Dimension in 12 12 12 Bearing Slide Resistance Ibis 56 103 160 Peak Shear Stress psf 2,903 51108 8,644 Secant Angle deg. 30.1 27.1 28.4 Large Displacement Shear Stress psf 1,490 2,267 3,143 Secant Angle deg. 16.6 12.8 11.1 Asperity Height, Avg. of 5 Meas. mils 21 26' 3r Page 1 of 1 The testing herein is based upon meopled Industry practice as well as the teal method listed. Test results reported herein do not apply to samples other than those tested, TRI neither accepts responsibility for nor makes claim as to the final taw and purpose of the material. TRI obeemes and maintains client confidentiality. TRI limits reproduction of this report, except in full, wllhoul prior approval of TRI TRI ENVIRONMENTAL, INC. 9063 BEE CAVES Ro. - AUSTIN. TX 78733 - USA I PH: 800.2813.TEST oR 51 2.263.2101 TRI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES AAustin, TX - USA I CA - USA I SC - USA I 11d Coast - Australia I Suzhou - China a Johannesburg -Africa ENVIRONMENTAL Client: Project: 20 000 15 000 i? N V) 910 000 to (v U) 5 000 8,000 7,000 6,000 a U) 5,000 2 4,000 t 3,000 W 2,000 1,000 0 0 Multi -Layered Interface Friction Test (ASTM D6243 Modified) Oasis TRI Log #: 54814-1 Anson Landfill Richard S. Lacey, P.E. 5/6/2020 Analysis & Quality Review/Date PC -Al -Vulcan Composite vs. Skaps TN 270-2-8 (0095361010001) vs. Skaps TXGM 60mil HDPE (3112004270) vs. Cetco Bentomat ST (1501) vs. S u bg rade 5,000 10,000 15.000 Normal Stress (psf) 5000 psf -10000 psf o 16000 psf 20,000 0.5 1 1.5 2 25 3 Displacement (inches) Test Results, Linear Regression Mohr-Uoulomb Large Parameters Peak Displacement Friction Angle Degrees Negative Intercepts Refer to per -normal -stress Y-intercept or Adhesion psf secant angles Minimum Degrees 21.5 10.9 Secant Angle Note - Larae Displacement Values Reported for 3.0 inches of Displacement Test Conditions Upper PC -Al -Vulcan Composite Box Tamped in place Skaps TN 270-2-8 (0095361010001) Skaps TXGM 60mil HDPE Floating (3112004270) Cetco Bentomat ST (1501) Lower Subgrade Box 0) = 26.6 % yd = 86.3 pcf Wet - Loading applied and Interface Conditioning flooded for a minimum of 24 hours prior to shear. Shearing Rate inches/minute 0.04 Test Notes Shearing occurred at the TXGM vs. GCL interface at 5,000 psf and 16,000 psf. Shearing occurred at the DSGC vs TXGM .3 interface at 10,000 psf. Specimen No. - 1 2 3 Normal Stress psf 5,000 10,000 16,000 Box Edge Dimension in 12 12 12 Bearing Slide Resistance Ibs 56 103 160 Peak Shear Stress psf 2,169 3,938 7,373 Secant Angle deg. 23.5 21.5 24.7 Large Displacement Shear Stress psf 1,400 1,923 4,115 Secant Angle deg. 15.6 10.9 14.4 Asperity Top mils 22 25 24 Height* Bottom mils 25 24 24 age J v The telling herein is based upon eccupted industry practice an wail as the teal method listed. Test re-ft raftprtpd herein do not apply to semplos olher than those tested. TRI nekttar acceple responsibility for nor makes claim as to the final I and purpose of the materlul. TRI observes and m ilfflNns client csntldantlslrty. TRI limits reproduction of Stan rapart, except in full, without prim awimnl of TRI. TRI ENVIRONMENTAL, INC. 9063 BEE CAVES RD. — AUSTIN, TX 78733 - USA I PH: 800.880.TEST OR 51 2.263.2101 L� � �cJ� Sew--�-y r✓ 4/1-TRI TESTING, RESEARCH, CONSULTING AND FIELD SERVICES ENVIRONMENTAL Multi -Layered Interface Friction Test (ASTM D6243 Modified) Client: Oasis TRI Log #: 54814-2 Project: Anson Landfill Richard S. Lacey, P.E. 5/8/2020 Analysis & Quality Review/Date PC-1-Borrow Composite vs. Skaps TN 270-2-8 (0095361010001) vs. Skaps TXGM 60mil HDPE (3112004270) vs. Cetco Bentomat ST (1501) vs. CB-01- Subcrade 20,000 0 Peak 15,000 tlJ rn 10,000 a� L m 5,000 0 0 6,000 5,000 a 4,00 N 3,000 N � 2,000 1,000 *Large Displacement 5,000 10,000 15,000 Normal Stress (psf) 5000 psf -10000 psf A 16000 psf 20,000 0; 0 0.5 1 1.5 2 2.5 3 Displacement (inches) Test Results, Linear Regression Mohr -Coulomb Peak Large Parameters Displacement Friction Angle Degrees 20.1 11.2 Y-intercept psf 77 70 or Adhesion Minimum Degrees 20.0 11.4 Secant Angle Note - Larne Disolacament Values ReDarted for 3.0 inches of Displacement Test Conditions Upper PC-1-Borrow Composite Box Tamped in place Skaps TN 270-2-8 (0095361010001) Skaps TXGM 60mil HDPE Floating 3112004270) Cetco Bentomat ST (1501) Lower CB-01- Subgrade Box CO= 26.2 % �yd = 86.3 pcf Wet - Loading applied and Interface Conditioning flooded for a minimum of 24 hours prior to shear. Shearing Rate inches/minute 0.04 Test Notes Shearing occurred at the TXGM vs. GCL interface at all stresses. Specimen No. - 1 2 3 Normal Stress psf 5,000 10,000 16,000 Box Edge Dimension in 12 12 12 Bearing Slide Resistance Ibs 56 103 160 Peak Shear Stress psf 1,948 3,648 5,959 Secant Angle deg. 21.3 20.0 20.4 Large Displacement shear Stress psf 1,072 2,025 3,247 Secant Angle deg 12.1 11.4 11.5 As [Asperity Height, Avg. of 5 Meas. mils 24 Page 1 1 25 t7-- �O�rg,�., 7 11. Iv¢trrrl1{{]] 11o1 ¢ln 1¢ lu1¢¢tl l,p¢n a "plLW laduaTiy waotiuo au wall au llln cuuI nIathprl l,¢I W4- Tea! Ii•¢ulla ,¢p011pd Ik•.ci�� dG IIOT ap111yy tD Offln 0a VIH�I ItaIn Ill . U) 1¢d. IIII IMII ¢l accept¢ reoTpR—lblllly InnF.6 CFa nl M 10111a banl MO Dr.0 pLiq— al Ihp nInI01uN Ir1i �¢{•Iylr+ nn(1 ¢,dn .— ch¢nl cmlyd,rptinllly Till 1i rf,l lfl 191xIX11lC1ifm Of 11np Fa•{1w1, n[¢tl{It In full. rnllwyl lulu ellpryml al TRI. TRI ENVIRONMENTAL, INC. 906:3 800 CAVES RD. - AUSTIN, TX 78733 USA PH: 600.800 TEST oR 51 2.263.2101 APPENDIX F GEOMEMBRANE DOCUMENTATION Section 1 Subgrade Acceptance Certificates HALLATON ENVIRONMENTAL LININGS 1206 SPARKS ROAD - SPARKS, MD 21152 (410) 583-7700 - Fax (410) 583-7720 Certificate of Subgrade Acceptance Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Project Start Date: 5/13/20 Project Location: Polkton, NC I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade surface conditions. I do not accept any responsibility for the conditions or character of the subsurface soil, or any effect the subsurface soil might have on the liner system. Area to be Accepted: Date Installed: 5/13/2020 Panels Installed: P-1 to P-9 Description of Area: 41,255sgfts FAW o U C Hallaton Signature Title QA/QC Signature GC/Other Title r HALLATON ENVIRONMENTAL LININGS 1206 SPARKS ROAD - SPARKS, MD 21152 (410) 583-7700 - Fax (410) 583-7720 Certificate of Subgrade Acceptance Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Project Start Date: 5/13/20 Project Location: Polkton, NC I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade surface conditions. I do not accept any responsibility for the conditions or character of the subsurface soil, or any effect the subsurface soil might have on the liner system. Area to be Accepted Date Installed: 5/14/2020 Panels Installed: P-10 to P-32 Description of Area: 124,127sgfts PAW 0Bgl�eYa Hallaton Signature Title �o 0-- QA/QC Signature Title GC/Other Title s� HALLATON ENVIRONMENTAL LININGS 1206 SPARKS ROAD - SPARKS, MD 21152 (410) 583-7700 - Fax (410) 583-7720 Certificate of Subgrade Acceptance Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Project Start Date: 5/13/20 Project Location: Polkton, NC I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade surface conditions. I do not accept any responsibility for the conditions or character of the subsurface soil, or any effect the subsurface soil might have on the liner system. Area to be Accepted: Date Installed: 5/15/2020 Panels Installed: P-33 to P-38 Description of Area: 27,847sgfts PI Hallaton Signature Cn QA/QC Signature 06(-5ri GC/Other Title HALLATON ENVIRONMENTAL LININGS 1206 SPARKS ROAD - SPARKS, MD 21152 (410) 583-7700 - Fax (410) 583-7720 Certificate of Subgrade Acceptance Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Project Start Date: 5/13/20 Project Location: Polkton, NC I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade surface conditions. I do not accept any responsibility for the conditions or character of the subsurface soil, or any effect the subsurface soil might have on the liner system. Area to be Accepted: Date Installed: 7/27/2020 Panels Installed: P-39 to P-49 Description of Area: Liner Installed- 57293 SQ FT /0vl- 0/1 10 n r 1,, z') Hallaton Signature '� Title QA/QC Signature Title GC/Other Title HALLATON ENVIRONMENTAL LININGS 1206 SPARKS ROAD - SPARKS, MD 21152 (410) 583-7700 - Fax (410) 583-7720 Certificate of Subgrade Acceptance Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Project Start Date: 5/13/20 Project Location: Polkton, NC I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade surface conditions. I do not accept any responsibility for the conditions or character of the subsurface soil, or any effect the subsurface soil might have on the liner system. Area to be Accepted: Date Installed: 7/28/2020 Panels Installed: P-50 to P-64 Description of Area: Liner installed- 78654.5 SQ FT Id- 0061ri - Hallaton Signature Title -f > (A-e' QA/QC Signature Title GC/Other Title HALLATON ENVIRONMENTAL LININGS 1206 SPARKS ROAD - SPARKS, MD 21152 (410) 583-7700 - Fax (410) 583-7720 Certificate of Subgrade Acceptance Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Project Start Date: 5/13/20 Project Location: Polkton, NC I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade surface conditions. I do not accept any responsibility for the conditions or character of the subsurface soil, or any effect the subsurface soil might have on the liner system. Area to be Accepted: Date Installed: 7/29/2020 Panels Installed: P-65 to P-73 Description of Area: Liner installed- 54120.5 SQ FT Hallaton Signature Title QA/QC Signature Title GC/Other Title HALLATON ENVIRONMENTAL LININGS 1206 SPARKS ROAD - SPARKS, MD 21152 (410) 583-7700 - Fax (410) 583-7720 Certificate of Subgrade Acceptance Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Project Start Date: 5/13/20 Project Location: Polkton, NC I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade surface conditions. I do not accept any responsibility for the conditions or character of the subsurface soil, or any effect the subsurface soil might have on the liner system. Area to be Accepted: Date Installed: 7/31/2020 Panels Installed: P-74 to P-90 Description of Area: Liner installed- 84623.5 SQ FT rTf 1�p (1\ri I-yJ Hallaton Signature Title <; 4 QA/QC Signature Title GC/Other Title HALLATON ENVIRONMENTAL LININGS 1206 SPARKS ROAD - SPARKS, MD 21152 (410) 583-7700 - Fax (410) 583-7720 Certificate of Subgrade Acceptance Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Project Start Date: 5/13/20 Project Location: Polkton, NC I, the undersigned, duly authorized representative of the installer, do hereby accept the soil subgrade surface conditions. I do not accept any responsibility for the conditions or character of the subsurface soil, or any effect the subsurface soil might have on the liner system. Area to be Accepted: Date Installed: 8/1/2020 Panels Installed: P-91 to P-114 Description of Area: Liner installed- 42308.5 SQ FT 41 \ J � N Hallaton Signature QA/QC Signature Title Title GC/Other Title Section 2 Geomembrane Panel Deployment Log OASIS CONSULTING SERVICES GEOMEMBRANE PANEL DEPLOYMENT LOG PROJECT # : 204558 OWNER: Waste connections PROJECT DESCRIPTION : Anson Landfill Q AS I S ENGINEER: CEC Phase 3 cell 2 coR `T C,c SER'.'IG ES INSTALLER: Hailaton, Inc. PROJECT LOCATION: Anson, NC LAYER: PRIMA-1 ht SECONDARY OTHER DATE: J--~ 29 PAGE# 1 PANEL # ROLL # AMB TEMP LENGTH APPROX. WIDTH APPROX. AREA APPROX. AVG. THICKNESSMON. (mil) QA COMMENTS/PANEL LOCATION SPECIAL SHAPE 19 2 SA P 3 s' CoQ S(� 4 o 23 .; �' o IBz 2- I j `j by -5 1 `l 8 I 1 31 1 25,E 3'�t�s �20 S� PAGE APPROX. TOTAL (SQ FT): N DAILY TOTAL (SQ FT): ACCUMULATED TOTAL (SQ FT): REVIEWED BY: !�UqeL--O' DATE: 9 — 2_ 20 OASIS CONSULTING SERVICES GEOMEMBRANE PANEL DEPLOYMENT LOG PROJECT # : 204558 OWNER: Waste connections PROJECT DESCRIPTION : Anson Landfill OASIS ENGINEER: CEC Phase 3 cell 2 on s "NGIc � INSTALL vn, Inc. PROJECT LOCATION: Anson, NC LAYER: PR I MARV SECONDARY DATE:..? - I Z-— zo OTHER PAGE# PANEL # ROLL # AMB TEMP LENGTH APPROX. WIDTH APPROX. AREA APPROX. AVG. THICKNESSMON. (mil) QA COMMENTS/PANEL LOCATION SPECIAL SHAPE ��b Ins( �� �►y 2�,� ��q6,,— �o S� i ►j ��1�Z b� r�� z�; 3byz,� (�d S A � Coo 'T-'A SA Sa 60 s"r1 bo S� PAGE APPROX. TOTAL (SQ FT): J 00A, r DAILY TOTAL (SQ FT): ACCUMULATED TOTAL (SQ FT): REVIEWED BY SJq G''Cfj�> (4 b 60� P„�- DATE: 'g — `?- — 2,6 OASIS CONSULTING SERVICES GEOMEMBRANE PANEL DEPLOYMENT LOG PROJECT # : 204558 OWNER: Waste connections PROJECT DESCRIPTION : Anson Landfill Qv ASIS ENGINEER: CEC Phase 3 cell 2 INSTALLE on, Inc. seav�c=s PROJECT LOCATION: Anson, NC LAYER: RIM IW SECONDARY OTHER DATE: J — IJ-1-2-0 PAGE# PANEL # ROLL # AMB TEMP LENGTH APPROX. WIDTH APPROX. AREA APPROX. AVG. THICKNESSMON. (mil) QA COMMENTS/PANEL LOCATION SPECIAL SHAPE 2� 3 `�� 38 L7 23.; 96 qq. �;- w EA y10 Tl� 91S 21 23.; �B i &0 -SA 96 —13 �'9,I 12 (n0 SA 2� qo' -IS. 3 -0 y q)-,( �S-A 2-0 600 sA P 3 �l I B 33 23; 9 2 60 ZA sA PAGE APPROX. TOTAL (SQ FT): 6 6 -) 22-2-� DAILY TOTAL (SQ FT): ACCUMULATED TOTAL (SQ FT): REVIEWEDBY: 5`�C—�� (9—R66rPA"— DATE: '9 --2- — 2d PROJECT # : 204558 PROJECT DESCRIPTION : Anson Landfill Phase 3 cell 2 PROJECT LOCATION: Anson, NC OASIS CONSULTING SERVICES GEOMEMBRANE PANEL DEPLOYMENT LOG OWNER: Waste connections OASIS ENGINEER: CEC INSTALLER: laton, Inc. LAYER: PRIMARY SECONDARY DATE: — OTHER PAG E# Lam_ PANEL # ROLL # AMB TEMP LENGTH APPROX. WIDTH APPROX. AREA APPROX. AVG. THICKNESSMON. (mil) QA COMMENTS/PANEL LOCATION SPECIAL SHAPE 22 lq,� vo SA 2`n 23; 4?0 SP 3� I `1 6 12Q 2-1 PAGE APPROX. TOTAL (SQ FT): DAILY TOTAL (SQ FT): 2' H �/ ACCUMULATED TOTAL (SQ FT): REVIEWED BY: SA C�e-- dAv_— DATE: 9 —' - .2a PROJECT # : 204558 PROJECT DESCRIPTION: Anson Landfill Phase 3 cell 2 PROJECT LOCATION: Anson, NC OASIS CONSULTING SERVICES GEOMEMBRANE PANEL DEPLOYMENT LOG OWNER: Waste connections OASIS ENGINEER:CEC INSTALLER: H an, Inc. LAYER: RFMAR SECONDARY DATE: - zy. OTHER PAGE#_ PANEL # ROLL # AMB TEMP LENGTH APPROX. WIDTH APPROX. AREA APPROX. AVG. THICKNESSMON. (mil) QA COMMENTS/PANEL LOCATION SPECIAL SHAPE R (90 s� �yo s--k 24 0 8� 23,E 2AS (e0 SA 9 7-3 4 LI'S A �(ri 16 -� n .; 3 2�,; �� sa o,, 0 >ct, 6-0 5� 610. 2— cl'4 � � a ; � i6 �-0 3 ►�� Z �.; � 3 � 3 � o s a 60 S (a PAGE APPROX. TOTAL (SQ FT): J -1 2 q DAILY TOTAL (SQ FT): J 7 2 q 3 ACCUMULATED TOTAL (SQ FT): & � • REVIEWED BY : ��� oil �' ✓/L DATE: OASIS CONSULTING SERVICES GEOMEMBRANE PANEL DEPLOYMENT LOG PROJECT # : 204558 OWNER: Waste connections PROJECT DESCRIPTION : Anson Landfill OASIS ENGINEER: CEC Phase 3 cell 2 se�vc=s INSTALLER: Hallaton, Inc. PROJECT LOCATION: Anson, NC LAYER: RIMAR SECONDARY OTHER DATE: 2-A lid PAGE#___ ' PANEL ROLL AMB LENGTH WIDTH AREA AVG. QA COMMENTS/PANEL LOCATION # # TEMP APPROX. APPROX. APPROX. THICKNESS (mil) MON- SPECIAL SHAPE i'30 S'7 2-0 Z Psi �2 4-7 40 sq P 2 `t F '� (60 SA P� 1� '�� 1 23•s 2Y1o2.; (gyp s� 2u SA p�I S72Cf g( r� -�7�;° sZ IS2 §o S„ 9 13v S2 3oz 23.E �toq`7 SA �625 S' SA PAGE APPROX. TOTAL (SQ FT): 62 SO — DAILY TOTAL (SQ FT): --- REVIEWED BY: ;ACC r ACCUMULATED TOTAL (SQ FT): — DATE: �— `Z — LO OASIS CONSULTING SERVICES GEOMEMBRANE PANEL DEPLOYMENT LOG PROJECT # : 204558 OWNER: Waste connections PROJECT DESCRIPTION : Anson Landfill OASIS ENGINEER: CEC Phase 3 cell 2 -EWvFcCts INSTALLER: Hallaton, Inc. PROJECT LOCATION: Anson, NC LAYER: PRIMA -I'll SECONDARY OTHER DATE: `7� ',) 9, — 2,41 PAGE#__::�_ PANEL ROLL AMB LENGTH WIDTH AREA AVG. CIA COMMENTS/PANEL LOCATION # # TEMP APPROX. APPROX. APPROX. THICKNESS (mil) MON. SPECIAL SHAPE 62 L4'6 PAGE APPROX. TOTAL (SQ FT): DAILY TOTAL (SQ FT): g 6J LI ° , REVIEWED BY : ACCUMULATED TOTAL (SQ FT): 2 �� , 2 `1 DATE: �-2--� OASIS CONSULTING SERVICES GEOMEMBRANE PANEL DEPLOYMENT LOG PROJECT #: 204558 OWNER: Waste connections PROJECT DESCRIPTION : Anson Landfill OASIS ENGINEER: CEC Phase 3 cell 2 INSTALLER: Hallaton, Inc. PROJECT LOCATION: Anson, NC LAYER: PR��, SECONDARY OTHER DATE: T -0 PAGE#= PANEL # ROLL # AMB TEMP LENGTH APPROX. WIDTH APPROX. AREA APPROX. AVG, THICKNESS (rnif) QA MON COMMENTS/PANEL LOCATION SPECIAL SHAPE & 0 SA �6-? 21 02,; S 1>69 Liz Q� i-i� 2�.�— Lir�3 s� 'z go Li 2 1-1 C1 '1 3 '=42� PAGE APPROX. TOTAL (SQ FT): rJ 4 _f 2O -j DAILY TOTAL (SQ FT) : ACCUMULATED TOTAL (SQ FT): REVIEWED BY :']Ec� DATE: 9 — 2 — 9-4 PROJECT # : 204558 PROJECT DESCRIPTION : Anson Landfill Phase 3 cell 2 PROJECT LOCATION: Anson, NC PANEL ROLL I # # T p o L4 2 64 19v� 22.J 6 � OASIS CONSULTING SERVICES GEOMEMBRANE PANEL DEPLOYMENT LOG OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: H ton, Inc. LAYER: SECONDARY OTHER DATE: "1 — 3 I — 2,0 PAGE#__g__ kMB LENGTH WIDTH AREA AVG, QA COMMENTS/PANEL LOCATION 'EMP APPROX. APPROX. APPROX. THICKNESS (mil) MON. SPECIAL SHAPE 1 3 1,I o [� 23 .� 2�r8S � Sq Zia -5A 2,1 2.3 , -T 6 -� '4 ,I 11� 23,E L4(14 00 SA ,� ��� z3,� �,►,i �� hod sFl PAGE APPROX. TOTAL (SQ FT): DAILY TOTAL (SQ FT): ACCUMULATED TOTAL (SQ FT): REVIEWED BY: SJ�CCp DATE: 6 — 2— PROJECT # : 204558 PROJECT DESCRIPTION : Anson Landfill Phase 3 cell 2 PROJECT LOCATION: Anson, NC PANEL I ROLL # j # -1'3 p q,& (� 2 OASIS CONSULTING SERVICES GEOMEMBRANE PANEL DEPLOYMENT LOG OWNER: Waste connections OASIS ENGINEER: CEC INSTALLER. , Inc. LAYER: PRIMARY SECONDARY OTHER DATE: '1 - 3 1 - 2-6 PAGE# i 0 AMB TEMP LENGTH APPROX. WIDTH APPROX. AREA APPROX. AVG. THICKNESS (mil) QA MON. COMMENTS/PANEL LOCATION SPECIAL SHAPE �2p 1¢0 SA � 6 ) 92 23 •� 2 1 � �� S� �(o � 13 23•� J��.� t'0 0 S� PAGE APPROX. TOTAL (SQ FT): `L� ) `� L • -� DAILY TOTAL (SQ FT): b 2 3 ACCUMULATED TOTAL (SQ FT):_ REVIEWED BY : '/4B'0ay' v), DATE: 3 — Z - 2J PROJECT # : 204558 PROJECT DESCRIPTION : Anson Landfill Phase 3 cell 2 PROJECT LOCATION: Anson, NC OASIS CONSULTING SERVICES GEOMEMBRANE PANEL DEPLOYMENT LOG OWNER: Waste connections OASIS ENGINEER: CEC w.« INSTALLER: ton, Inc. LAYER: CPRIMARb SECONDARY DATE: I OTHER PAGE# } I PANEL # ROLL # AMB TEMP LENGTH APPROX. WIDTH APPROX. AREA APPROX. AVG. THICKNESS (mil) QA MON. COMMENTS/PANEL LOCATION SPECIAL SHAPE I�y2 912 2 /10 S� N 2 l Ll d SS 2a 1 2� .; 61 q,U . t�t3q lee S0 sA q q l 1� y a % `L3.� Is- .j 60 S� LA q a 3 � 23 ,E Ci lQ4 SA SlI 10102 L-1 26 2 49 12;1._5r- 5A PAGE APPROX. TOTAL (SQ FT): 3 3 -� (' 99' DAILY TOTAL (SQ FT): REVIEWEDBY: SAEc-':�' e43ooil(�%UW ACCUMULATED TOTAL (SQ FT): - DATE: g —2-. 2�j PROJECT # : 204558 PROJECT DESCRIPTION : Anson Landfill Phase 3 cell 2 PROJECT LOCATION: Anson, NC OASIS CONSULTING SERVICES GEOMEMBRANE PANEL DEPLOYMENT LOG v_- ASIS SEWI✓eC.-s OWNER: Waste connections ENGINEER: CEC INSTALLER: H ton, Inc. LAYER: PRIMARY SECONDARY OTHER DATE:_ B — I — 2.a, PAGE#_ PANEL # ROLL # AMB TEMP LENGTH APPROX. WIDTH APPROX. AREA APPROX. AVG. THICKNESS (mil) QA MON. COMMENTS/PANEL LOCATION SPECIAL SHAPE 163 Ll262 13 _ (6, t4 Z p W L4 2 6'2- 16 Ll$ I' t 66 tj z 6, 2 16 2 6 z 9---o 3; 2 .,- 9 2-E— 62 sA P 1 a Li Z f? 2 S Z 3 3 2 J� "� 1 j� C90 S-A 2 23,s 5A PAGE APPROX. TOTAL (SQ FT): D a 6 DAILY TOTAL (SQ FT): Lq'2, 3 O 8 J ACCUMULATED TOTAL (SQ FT):_ 6- 0, 3 2 REVIEWED BY: SA C--C—C> -)J rh DATE: 9 —2- -- 2-6 HALLATON ENVIRONMENTAL LININGS Panel Placement Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Project Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE C:3i71 Date Deployed Panel No. Time Deployed Panel Location Roll No. Width (FT) Length (FT) Area (SQ FT) 5/13/20 P1 2:05 FLOOR 1292 23.5 368 8648 5/13/20 P2 2:24 FLOOR 1292 23.5 72 1692 5/13/20 P3 2:30 FLOOR 1782 23.5 223 5240.5 5/13/20 P4 2:39 FLOOR 1292 23.5 40 940 5/13/20 P5 2:42 FLOOR 1782 23.5 182 4277 5/13/20 P6 3:00 FLOOR 1782 19 80 1520 5/13/20 P7 3:10 FLOOR 1745 15 100 1500 5/13/20 P8 3:45 FLOOR 1745 23.5 371 8718.5 5/13/20 P9 4:00 FLOOR 1781 23.5 371 8718.5 5/14/20 P10 8:14 FLOOR 1781 23.5 119 2796.5 5/14/20 P11 8:20 FLOOR 1772 23.5 155 3642.5 5/14/20 P12 8:24 FLOOR 1772 23.5 224 5264 5/14/20 P13 8:30 FLOOR 1743 23.5 150 3525 5/14/20 P14 8:35 FLOOR 1743 23.5 344 8084 5/14/20 P15 8:43 FLOOR 1787 23.5 33 775.5 5/14/20 P16 9:20 FLOOR 1787 23.5 379 8906.5 5/14/20 P17 9:30 FLOOR 1787 23.5 72 1692 5/14/20 P18 9:38 FLOOR 1788 23.5 309 7261.5 5/14/20 P19 10:25 FLOOR 1788 23.5 184 4324 5/14/20 P20 10:40 FLOOR 1775 23.5 200 4700 5/14/20 P21 10:46 FLOOR 1775 23.5 295 6932.5 5/14/20 P22 10:53 FLOOR 1785 23.5 89 2091.5 5/14/20 P23 12:50 FLOOR 1785 23.5 387 9094.5 5/14/20 P24 1:06 FLOOR 1783 23.5 387 9094.5 5/14/20 P25 1:49 FLOOR 1783 23.5 98 2303 5/14/20 P26 1:54 FLOOR 1771 23.5 290 6815 5/14/20 P27 2:04 FLOOR 1771 23.5 198 4653 5/14/20 P28 2:09 FLOOR 1790 23.5 192 4512 5/14/20 P29 3:00 FLOOR 1790 23.5 304 7144 5/14/20 P30 3:11 FLOOR 1741 23.5 87 2044.5 HALLATON ENVIRONMENTAL LININGS Panel Placement Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Project Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE C:3i71 Date Deployed Panel No. Time Deployed Panel Location Roll No. Width (FT) Length (FT) Area (SQ FT) 5/14/20 P31 3:16 FLOOR 1741 23.5 393 9235.5 5/14/20 P32 3:23 FLOOR 1744 23.5 393 9235.5 5/15/20 P33 8:10 FLOOR 1744 23.5 97 2279.5 5/15/20 P34 8:15 FLOOR 2257 23.5 297 6979.5 5/15/20 P35 8:20 FLOOR 2257 23.5 184 4324 5/15/20 P36 8:30 FLOOR 1789 23.5 211 4958.5 5/15/20 P37 8:36 FLOOR 1789 23.5 276 6486 5/15/20 P38 8:45 FLOOR 1780 23.5 120 2820 7/27/20 P39 1:05 FLOOR 5726 23.5 401 9423.5 7/27/20 P40 1:25 FLOOR 5726 23.5 88 2068 7/27/20 P41 1:32 FLOOR 5727 23.5 314 7379 7/27/20 P42 2:34 FLOOR 5721 23.5 234 5499 7/27/20 P43 2:06 FLOOR 5727 23.5 167 3924.5 7/27/20 P44 3:15 FLOOR 5721 23.5 257 6039.5 7/27/20 P45 3:40 FLOOR 5715 23.5 153 3595.5 7/27/20 P46 4:05 FLOOR 5715 23.5 320 7520 7/27/20 P47 4:18 FLOOR 5716 23.5 88 2068 7/27/20 P48 4:37 FLOOR 5716 23.5 398 9353 7/27/20 P49 4:50 FLOOR 5720 23.5 18 423 7/28/20 P50 9:45 FLOOR 5720 23.5 417 9799.5 7/28/20 P51 9:57 FLOOR 5720 23.5 47 1104.5 7/28/20 P52 10:10 FLOOR 5718 23.5 370 8695 7/28/20 P53 10:26 FLOOR 5718 23.5 115 2702.5 7/28/20 P54 10:53 FLOOR 5728 23.5 306 7191 7/28/20 P55 11:05 FLOOR 5728 23.5 178 4183 7/28/20 P56 11:15 FLOOR 5729 23.5 245 5757.5 7/28/20 P57 2:28 FLOOR 5729 23.5 241 5663.5 7/28/20 P58 2:40 FLOOR 5730 23.5 182 4277 7/28/20 P59 2:50 FLOOR 5730 23.5 302 7097 7/28/20 P60 3:10 FLOOR 5725 23.5 121 2843.5 HALLATON ENVIRONMENTAL LININGS Panel Placement Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Project Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE 60 mil Date Deployed Panel No. Time Deployed Panel Location Roll No. Width (FT) Length (FT) Area (SQ FT) 7/28/20 P61 3:30 FLOOR 5765 23.5 364 8554 7/28/20 P62 3:40 FLOOR 5717 23.5 50 1175 7/28/20 P63 4:40 FLOOR 5717 23.5 171 4018.5 7/28/20 P64 4:50 FLOOR 5717 23.5 238 5593 7/29/20 P65 9:05 FLOOR 4257 23.5 404 9494 7/29/20 P66 9:20 FLOOR 4257 23.5 85 1997.5 7/29/20 P67 9:30 FLOOR 4260 23.5 315 7402.5 7/29/20 P68 10:55 FLOOR 4260 23.5 178 4183 7/29/20 P69 11:15 FLOOR 4256 23.5 209 4911.5 7/29/20 P70 11:33 FLOOR 4256 23.5 271 6368.5 7/29/20 P71 11:40 FLOOR 1791 23.5 105 2467.5 7/29/20 P72 1:40 FLOOR 1791 23.5 372 8742 7/29/20 P73 2:02 FLOOR 4258 23.5 364 8554 7/31/20 P74 11:00 FLOOR 4250 23.5 110 2585 7/31/20 P75 11:30 FLOOR 1779 23.5 247 5804.5 7/31/20 P76 11:45 FLOOR 1779 23.5 239 5616.5 7/31/20 P77 12:00 FLOOR 4273 23.5 111 2608.5 7/31/20 P78 1:00 FLOOR 4273 23.5 344 8084 7/31/20 P79 1:10 FLOOR 4273 23.5 27 634.5 7/31/20 P80 1:25 FLOOR 4268 23.5 316 7426 7/31/20 P81 2:47 FLOOR 4268 23.5 176 4136 7/31/20 P82 3:21 FLOOR 1793 23.5 163 3830.5 7/31/20 P83 3:50 FLOOR 1793 23.5 333 7825.5 7/31/20 P84 4:10 FLOOR 2256 23.5 318 7473 7/31/20 P85 5:15 FLOOR 2256 23.5 162 3807 7/31/20 P86 5:25 FLOOR 1777 23.5 152 3572 7/31/20 P87 5:55 FLOOR 1777 23.5 307 7214.5 7/31/20 P88 6:30 FLOOR 1784 23.5 301 7073.5 7/31/20 P89 7:10 FLOOR 1784 23.5 182 4277 7/31/20 P90 7:47 FLOOR 1742 23.5 113 2655.5 HALLATON ENVIRONMENTAL LININGS Panel Placement Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Project Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE C:3i71 Date Deployed Panel No. Time Deployed Panel Location Roll No. Width (FT) Length (FT) Area (SQ FT) 8/1/20 P91 9:25 FLOOR 1742 23.5 292 6862 8/1/20 P92 9:50 FLOOR 1740 23.5 287 6744.5 8/1/20 P93 10:15 FLOOR 1740 23.5 208 4888 8/1/20 P94 1:10 FLOOR 1776 23.5 74 1739 8/1/20 P95 1:23 FLOOR 1776 23.5 189 4441.5 8/1/20 P96 1:30 FLOOR 1776 23.5 28 658 8/1/20 P97 1:40 FLOOR 1776 23.5 120 2820 8/1/20 P98 2:09 FLOOR 4262 23.5 30 705 8/1/20 P99 2:05 FLOOR 1776 23.5 67 1574.5 8/1/20 P100 1:58 FLOOR 4262 23.5 39 916.5 8/1/20 P101 2:25 FLOOR 4262 23.5 52 1222 8/1/20 P102 2:30 FLOOR 4262 23.5 48 1128 8/1/20 P103 2:40 FLOOR 4262 23.5 32 752 8/1/20 P104 2:45 FLOOR 4262 13 21 273 8/1/20 P105 2:49 FLOOR 4262 23.5 48 1128 8/1/20 P106 2:53 FLOOR 4262 23.5 43 1010.5 8/1/20 P107 2:58 FLOOR 4262 23.5 38 893 8/1/20 P108 3:02 FLOOR 4262 23.5 35 822.5 8/1/20 P109 3:10 FLOOR 4262 23.5 34 799 8/1/20 Pilo 3:18 FLOOR 4262 23.5 33 775.5 8/1/20 P111 3:30 FLOOR 1742 23.5 31 728.5 8/1/20 P112 3:35 FLOOR 1742 23.5 29 681.5 8/1/20 P113 3:44 FLOOR 1777 23.5 28 658 8/1/20 P114 3:55 FLOOR 1776 4 22 88 P115 P116 P117 P118 P119 P120 Section 3 Geomembrane Trial Seam Log OASIS CONSULTING SERVICES GEOMEMBRANE TRIAL SEAM LOG PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill OASIS J Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. FUSION WELD EXTRUSION WELD OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: — ( 3 — 2-0 PAGE# SPEED WEDGE PRE HEAT BARREL SET PEEL VALUE Ibs/inch SHEER VALUE Ibs/inch P/F CIA MO/jN. MAT. TF/TX ID # TIME AMB TEMP. MACH. ID # WELD TECH TF_p 1'N� ' �� J 2 ()G 3,0 nS%ET Dlj6 _ INSIDE �14 111 9, �2� 12 1y lqq 1.91n lq2 /� 0Z p I YA 51S OUTSIDE 123 I Z� 126 11 12$ T 1 Z 143J // bJ J� / 61Z LI.0 �bo — _ INSIDE 1Z3 jsl 144 1�� �-1g fQO fI )'-I p S(� / T OUTSIDE 130 I'N L I q3 Iz f23 (�0 3 = l� o _ INSIDE 111 12,1 1-LY 1Z 1 I�'3 lip l9, 1 (-Sq. (q,1 N, ! (A SLS OUTSIDE 1 Z2 ( it j t y ( I Q20 ( Zq �r%'� (l�� �j S2 UL' �.0 Olio _ INSIDE 132 143 1'LA � � (6( / 181 hS� Sp OUTSIDE 'y 3 INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE PASSING CRITERIA FUSION WELD PEEL Q ( PPI SHEARI 12.01 IPPI EXTRUSION WELD PEEL MPPI SHEAR PPI REVIEWED BY: DATE: 5-2-20 OASIS CONSULTING SERVICES GEOMEMBRANE TRIAL SEAM LOG PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill OASIS Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. ill FUSION WELD EXTRUSION WELD OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: - - I LA — 2A PAG E# Z TF/TX ID # TIME AMB TEMP. MACH. ID # WELD TECH SPEED WEDGE SET PRE HEAT BARREL SET PEEL VALUE Ibs/inch SHEER VALUE Ibs/inch P/F QA MON. MAT. f- r INSIDE I' 2-L 1 2-Ci 1 -� ) 2- � 1 � S )It S�A 5 S OUTSIDE 1 �{ i'{ �qy ,r s lti INSIDE 1'�� �3!' 13 {' 1� -ti i g _ OUTSIDE �� r� 2- 1 q 1'4 Q' r rr s INSIDE 1�. ��� 1-0 OUTSIDE I'LL 11,0 6 o 1� Y INSIDE ( �L �i I, ° ,, 1 8,) 14 4 �i �� f OUTSIDE i.� � 'I'� � .�`� �� � � � {:, �L. INSIDE t9- 1 �o n 1 p y l S � OUTSIDE 124 1 � 1 Z) 1-1'1 12,6 INSIDE 1:1 q A41 1q;9 'Il$ ()s` 148 I-G 9 S-A � �,� )� OUTSIDE 1 lz I Ll -2 14 P-j 1 1-4 { INSIDE 11 ti T 11) ) ?_0 pp p s '� / b ) r I 1 A ' OUTSIDE 1 1 12� I INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE PASSING CRITERIA: FUSION WELD PEEL q d PPI SHEAR IIEPPI REVIEWED BY: 5AEc— ,7�> DATE: Aw2_2_0 EXTRUSION WELD PEEL "l I PPI SHEAR �PPI PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. OASIS CONSULTING SERVICES GEOMEMBRANE TRIAL SEAM LOG C OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: S — 1 -�— — 2�0 PAGE# 3 FUSION WELD EXTRUSION WELD TF/TX I ID # TIME AMB TEMP. MACH. ID # WELD TECH SPEED WEDGE SET PRE HEAT BARREL SET PEEL VALUE Ibs/inch SHEER VALUE Ibs/inch P/F CIA MON. MAT. T�r�. I LiO j 1 Z 2 C. � o 86. - INSIDE (2-q1 Pzq 1Z ( 136 1 3 1 1 13 Gqy // 1 l 6 11,� ) 2 C� � � i u I S-A S�s OUTSIDE 1 �O I'y 0 1 Z1 1 L4 a 111 `-2 �-S-O 1 Z J- 1�a Ga INSIDE I1Z I y 6 122 121 I 1 ��, r �� 6� Sa iT OUTSIDE 12-j Ivq ?— (3 1 27� (124 INSIDE l l 2 I `Z'L 126 �22 i 3 a �7—S OUTSIDE ( 26 1?-'1 t *R ) 14 (a 13J T(r 1T� 1ST �Z 2 OC _ 5.0 / �(3© - INSIDE $ 1 r 2$ 1 i? 13 0 125 OUTSIDE I 9 1�� 1�A IL It{�y Tk 82� �� 21 Its B G, 660 INSIDE f 3 i 122 f2U 13t 12 f OUTSIDE ^- - - //o U " p/° INSIDE 125 t4 A 131 12-9 (2 OUTSIDE - - INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE PASSING CRITERIA: FUSION WELD PEEL PPI SHEAR['q'tt PPI REVIEWED BY: S(� EGA t�Q6v1�r.0 DATE: EXTRUSION WELD PEEL 1$ PPI SHEAR 112a IPPI OASIS CONSULTING SERVICES GEOMEMBRANE TRIAL SEAM LOG PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill AS.IS Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. FUSION EXTRUSION WELD OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: T — i 6--'20 PAGE# TF/TX ID # TIME AMB TEMP- MACH. ID # WELD TECH SPEED WEDGE SET PRE HEAT BARREL SET PEEL VALUE Ibs/inch SHEER VALUE Ibs/inch P/F CIA MON. MAT. Tt� �,� '2-$ A r3 � ��� ,+ �, INSIDE y e OUTSIDE "us- -T_ Z � �L � a� ��°° L1� INSIDE 1 a I i v )-i 1 4 3 � SA OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE PASSING CRITERIA: FUSION WELD PEEL I 1 PPI SHEAR I L+► PPI REVIEWED BY:. S.AC—CGD DATE: 9-2— ?,- EXTRUSION WELD PEEL 18 PPI SHEAR jl2 PPI PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. OASIS CONSULTING SERVICES GEOMEMBRANE TRIAL SEAM LOG OASIS J OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: �1 _2`I —. ?,' PA(;Fli J FUSION WELD EXTRUSION WELD TF/TX TIME AMB MACH. WELD SPEED WEDGE PRE BARREL PEEL VALUE Ibs/Inch SHEER VALUE lbs/inch P/F QA MAT. ID# TEMP. ID# TECH SET HEAT SET INSIDE 12-6 I tom..(( )2. VI'D � e � MON. sS OUTSIDE INSIDE IJ D 1 , 3� � 111 S-A TIT OUTSIDE I tl �5-1 �� 2 ? ) 4 (!� INSIDE i2 13 3 l 10s til lq ����' $ ��J✓ OUTSIDE I -Z-? 1 '41 l 11- 110 Ar IS M S L 0 � S& — INSIDE 1 'l' a.) 6 I l �� 13,0 9St �°�� 1�J 14 1I� � �� Tir OUTSIDE r 1 _ 148 11 9 INSIDE !� � 113 sil OUTSIDE 124 1" 12-1 Ili i I '?—A p� INSIDE ] 148 l �- 4 . IS S- OUTSIDE a-J #4 -2 I tj q I 11-i I f-I 121-"Sa g-? SG CG INSIDE 4-1 OUTSIDE � 1 � 'I ��� I � . l "a.'j 13~u INSIDE OUTSIDE - INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OM—IDE PASSING CRITERIA: FUSION WELD PEEL f 9 0 PPI SHEAR 1 �PPI REVIEWED BY : S DATE : 9 2-2 4 _�� EXTRUSION WELD PEEL PPI SHEAR PPi OASIS CONSULTING SERVICES GEOMEMBRANE TRIAL SEAM LOG PROJECT # : 204558 OWNER: Waste Connections PROJECT DISCRIPTION : Anson Landfill OASIS ENGINEER: CEC Phase 3 Cell 2 CONSULTING INSTALLER: Hallaton Ini SERVICES DATE: 21, Z � PAGE# ` 0 PROJECT LOCATION: Anson, NC FI ICI(1N WFI n FXTRIIfIf1N WFI AI TF/TX ID # TIME AMB TEMP. MACH ID # WELD TECH SPEED WEDGE SET PRE HEAT BARREL SET PEEL VALUE Ibs/inch SHEER VALUE Ibs/inch P/F CIA Mont. COMM ENTS (� p "� j t6 INSIDE 17,z (Z"o /ls /�Z /z l� ( (/Ti /(�2{% / 1l• f p OUTSIDE i rjQ / / I /lip% // 1(,3 e1q ��. �S ��r0 INSIDE IZ /L /,t � d �ef D OUTSIDE 30 7 1 u, / � 1 INSIDE lLR% // r l L r OUTSIDE /l /%g �� ' l -l. 2% I J �•i I� INSIDE /y �li rj 141p ` 35 I � / `4a t � ( i OUTSIDE / � Ia./// jig ���/ /Z� 130 `� ��1� INSIDE rr j / �� / i1iZ tY �Jb r�/ IJ rJ /1-r OUTSIDE /i n•�� �%// l'r �� l/,; INSIDE 2� 1�?- 11/f �3� r OUTSIDE r /(!/O INSIDE �fZ 7O I�L'` �l/ ��i i� `�� •� ! ( 1 FJ l ((� �j / OUTSIDE ll'� l !'f /ZZ ti. �B 9INSIDE l ��j EJ 0 l O L�¢ / I ' / OUTSIDE /� L i�0 L JL INSIDE 12 132 l3� 33LL� i4 OUTSIDE �I '�"1f� L (�0 v� 1 (•` J D INSIDE �/ 54- I OUTSIDE JL� lZ INSIDE � // lel l !/ 5 ` OUTSIDE ( rLJ %�V //4L 1 J L / FUSION MINIMUM PEEL VALUE: 91 FUSION MINIMUM SHEER VALUE: 120 EXTRUSION MINIMUM PEEL VALUE: 78 EXTRUSION MINIMUM SHEER VALUE: 120 REVIEWED BY: Jn&� '�94 ')—, DATE : �(-Z —ZD IV PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. OASIS CONSULTING SERVICES GEOMEMBRANE TRIAL SEAM LOG OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: U PAGE# FUSION WELD EXTRUSION WELD TF/TX ID# TIME AMB TEMP. MACH. ID# WELD TECH SPEED WEDGE SET PRE I HEAT BARREL SET PEEL VALUE Ibs/inch SHEER VALUE Ibs/inch P/F CIA MON. MAT. 1. $ . as '� — INSIDE '1 2 � � � 1 ? ! } a � L �p � I> S S OUTSIDE 13, (ic t r ui L 4 o INSIDE ��1 �3�i' 13;� IJt2 I�� , ����� .-A 1-IT OUTSIDE �� `2 I-3 � �i �> j L �i7 j•v 0 r INSIDE ��� IrS�I I�. 03 o' e OUTSIDE S I iIt 110 �L • INSIDE $ �a to I i 12 a � t- 9 OUTSIDE �.� 141A -I�, - l l.S INSIDE !r �� 113 f a �� 112 ISO 5� sy OUTSIDE 1 'a'I � i '�� � ��. � �.9.� � � � b �.� C� ��, •-- � INSIDE �:3q ?�,� 1 q� ��r� ��� .,18T. b OUTSIDE I ? !1 '2 - P4 I S L - ^ ✓ INSIDE a I ?IT '� -� ) --0 � � OUTSIDE 2-1 1 1AS u INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE LA INSIDE OUTSIDE PASSING CRITERIA: FUSION WELD PEEL 4 d PPI SHEAR �PPI EXTRUSION WELD PEEL `l % P P I SHEAR LILJPPI REVIEWED BY: DATE: 9 — 2-- U OASIS CONSULTING SERVICES GEOMEMBRANE TRIAL SEAM LOG PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill OASIS J Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. 11 FUSION WELD EXTRUSION WELD OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: "Z -3 0 — 1-6 PAG E# Be ML ARR B SET EL PEEL VALUE lbs/inch I SHEER VALUE Ibs/inch Emu -- MENOMONEE! mmmmMMSEMMEMMEM ommommomm mmmmmmmmmmEMMEMMEM MENOMONEE mmmmmm IMMEMMIMMINE mmmmMMOMENOMM MENOMONEE! 101 OmmmmOMMEMEMINEM mommoommm mmmmmmOM mommomom mmmmmmmmOMEMIMMEME mommomom®=====■■■■■■■■ INIM-EEME ■IN1 =���� .. mmmOOMM■■■■■■■■ PASSING CRITERIA: FUSION WELD PEEL �I PPI SHEAR / 2A PPI REVIEWED BY; 5AC-4;D [ �D � a✓�1 DATE: , , 2— ?.a EXTRUSION WELD PEEL '1 % PPI SHEAR �PPI PROJECT# : 204558 PROJECT DISCRIPTION : Anson Landfill OASIS CONSULTING SERVICES GEOMEMBRANE TRIAL SEAM LOG Ir OWNER: Waste connections ASI.S ENGINEER: CEC PROJECT TF/TX ID# u �.� TK_2 LOCATION: TIME 'Ir a q-11 •I.Z,j'.� "tSs AMB TEMP. �.a "b �:� "2� Phase 3 Anson, NC. MACH. WELD ID# TECH 1 5 l.. c. e 3r p T ;� � �� Ce p s j J Cell 2 INSTALLER: Hallaton, Inc, DATE: f _'lod PAGE# FUSION SPEED s a '� � -�3 - WELD WEDGE SET r 23 #4 � �,�� _ EXTRUSION PRE HEAT - � � 6Q u WELD BARREL SET _ 60 INSIDE -PEEL "� VALUE Ia lbs/inch •� 1 7d SHEER � � � p 7 sl VALUE � '� J '� 1 Ibs/inch � �J e P/F QA MON. S MAT. OUTSIDE INSIDE 1.3"6' 4 '11" p 41 �'I� t� OUTSIDE INSIDE 4q 9 "Z .67 %.Ss.� 1•.:i �L Jun 4� 1 )A* OUTSIDE INSIDE j: J 129- 8 OUTSIDE INSIDE I-S 11''4S 41 Z. 4,13, 1�'q 1IL I.3 OUTSIDE INSIDE L f'Li '� 1'4 3 1'43 1 L 1.)5` °OUTSIDE INSIDE 1 4:T" 4IV4-2 '`144I 1!.� '� �.%I, OUTSIDE INSIDE 1 �2 13 v 12'? 1 � -3 13 S s A OUTSIDE INSIDE 121 - C 2 - I - r 28 - 13 OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE PASSING CRITERIA: FUSION WELD PEEL q' i0 PPI SHEAR�PPI REVIEWED BY: :Ae DATE : A -w ?_ - zy EXTRUSION WELD PEEL P P I SHEAR A Z PPI PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. OASIS CONSULTING SERVICES GEOMEMBRANE TRIAL SEAM LOG OASIS FUSION WELDI EXTRUSION WELD TF/TX ID # TIME AMB TEMP- MACH, ID # WELD TECH SPEED WEDGE SET PRE HEAT BARREL SET T F I 1 3� "7 Sc Cc- J , a 66 — — 65 j F-1 12" o g? Li C-M J , a 96 — — PASSING CRITERIA: FUSION WELD PEEL R I PPI SHEAR I2_0 PPI REVIEWED BY: S'AEc-i-> DATE :--6 - 2-_2,,) INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE INSIDE OUTSIDE OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: 9 - 4 -- 2.6 PAGE# 10 PEEL VALUE Ibs/inch SHEER VALUE Ibs/inch P/F CIA MON. MAT. h26 12� 12 1Z 1'3s i� Iq, 113 Iq'Z leg r SA i?-1� I'L11 1zt 1q1 PitI�Z + Ll 13 + 3 q I so I q 9 I g o sA I d l � I 2 1q IIM 16 196 tie, I Q,q 190, I' S� — i 2'1 I Kn FN� Y IS2, (qS ,13 s- +S 2 +r `L 113— I t� I2b Iz_j 1--�g Iz6 H'�Zf qS ( KS 05-h(9�l� a � SA - I zs INZ ly J? ( 1U +I't N1p 1 1 110 148 liq 141 SA — r r�r 12 r r2� I 1.6'B >7)1 11 a 18 2 p81 � sp EXTRUSION WELD PEEL `l 9 PPI SHEAR ITZPPPI OASIS CONSULTING SERVICES GEOMEMBRANE TRIAL SEAM LOG PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill OASIS Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. 11 FUSION WELD EXTRUSION WELD OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: 9 — - 2,o PAGE# mmemmuffifflu-1-1 ® .®■■®■i■s■m�®m®mm■■�■■■■■e ��aseo mmmomimm m �■e ®■ ■■ ■ ©■■ s■ ■ mommommom ■■■■■■■■■■■■■ MENEM IMMIMMI ■■ ■■ ■■■■■■■■■ IMEMEMINNEW SMOMMMEMEMEMEM ommommoom �___..■■■■■■■■■ IMMEMINIMMINE�■ m=mM1M■■■■■■ mommommom ■■■■■■■■■■■■■ PASSING CRITERIA: FUSION WELD PEEL r11 PPI SHEAR I Zu PPI REVIEWED BY:5ekZC' lq�-o �f- DATE: 9-3- ad, EXTRUSION WELD PEEL l -7SPPI SHEAR 12.E PPI Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC HALLATON ENVIRONMENTAL LININGS Geomembrane Field Trial Seam Log Material: HDPE 60 mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 a cn Date Time a E r a Welder ID Wedge Extruder Seam Strength Pass Fail Tech ID Remarks �, s U 2 o w a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF Peel (ppi) IN/OUT Shear (ppi) 1 2 3 4 5 1 2 3 4 5 1 5/13/20 2:20 65 M#52 OC 860/500 110 117 119 123 128 186 194 189 192 195 P PB SM/SM 123 127 126 125 128 2 5/3/20 2:35 65 M#55 GR 860/400 123 151 144 139 126 171 170 190 175 175 P PB TX/TX 130 142 143 147 148 3 5/13/20 2:30 65 M#55 GR 860/500 117 121 124 124 123 190 197 189 197 194 P PB SM/SM 122 119 141 120 124 4 5/13/20 2:26 65 M#52 OC 860/400 138 143 146 139 161 182 186 177 181 181 P PB TX/TX 147 143 155 147 139 5 5/14/20 7:35 55 M#52 OC 860/500 126 129 123 129 130 192 197 193 192 198 P PB SM/SM 147 141 126 141 132 6 5/14/20 7:40 55 M#55 GR 860/400 147 136 139 150 148 183 193 185 196 193 P PB TX/TX 140 157 152 147 140 7 5/14/20 7:45 55 M#55 GR 860/500 122 131 123 135 125 186 188 190 194 190 P PB SM/SM 127 147 131 122 130 8 5/14/20 7:38 55 M#52 OC 860/400 149 150 145 135 130 190 200 189 197 195 P PB TX/TX 152 148 139 143 152 9 5/14/20 12:50 77 M#55 GR 860/500 112 113 117 117 125 180 179 172 172 180 P PB SM/SM 126 129 123 136 126 10 5/14/20 12:53 77 M#52 OC 860/400 154 145 148 146 135 168 178 169 158 150 P PB TX/TX 125 142 149 131 138 11 5/14/20 12:50 77 M#52 OC 860/500 117 119 125 120 118 170 168 169 167 167 P PB SM/SM 115 128 1 129 121 130 Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC HALLATON ENVIRONMENTAL LININGS Geomembrane Field Trial Seam Log Material: HDPE 60 mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 a cn Date Time a E r a Welder ID Wedge Extruder Seam Strength Pass Fail Tech ID Remarks �, s U 2 o w a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF Peel (ppi) IN/OUT Shear (ppi) 1 2 3 4 5 1 2 3 4 5 12 5/14/20 12:55 77 M#55 GR 860/400 149 141 148 145 155 158 164 165 174 160 P PB TX/TX 153 148 145 146 150 13 5/15/20 7:15 60 M#55 GR 860/500 114 125 113 122 121 168 180 175 170 170 P PB SM/SM 118 121 120 115 116 14 5/15/20 7:16 60 M#52 OC 860/500 124 118 119 124 126 179 175 174 179 181 P PB SM/SM 112 130 121 110 117 15 5/15/20 7:17 60 M#55 GR 860/400 132 135 120 123 133 180 179 176 176 175 P PB TX/TX 122 129 126 138 124 16 5/15/20 9:20 72 X-28 RO 550/550 138 141 148 145 136 155 156 154 149 150 P PB TX/TX 17 5/15/20 9:50 72 X-29 AB 550/550 143 138 129 126 127 145 146 150 142 142 P PB TX/TX 18 5/15/20 12:45 78 X-29 AB 550/550 137 138 140 129 132 158 152 156 144 147 P PB TX/TX 19 5/15/20 12:45 78 X-28 RO 550/550 138 129 128 125 143 149 150 152 153 152 P PB TX/TX 20 5/18/20 7:26 64 X-28 RO 550/550 115 132 126 129 126 189 179 180 187 187 P PB TX/TX 21 7/27/20 1:00 94 M39 JL 860/550 128 126 123 127 126 165 170 172 172 170 P AA SM/SM 119 124 125 123 128 22 7/27/20 1:05 94 M48 EM 860/600 115 111 116 109 115 153 152 157 163 170 P AA SM/SM 118 111 115 113 116 Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 2 Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC HALLATON ENVIRONMENTAL LININGS Geomembrane Field Trial Seam Log Material: HDPE 60 mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 a cn Date Time a E r a Welder ID Wedge Extruder Seam Strength Pass Fail Tech ID Remarks �, s U 2 o w a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF Peel (ppi) IN/OUT Shear (ppi) 1 2 3 4 5 1 2 3 4 5 23 7/27/20 1:15 94 M50 CE 860/600 112 121 113 117 110 146 146 169 172 164 P AA SM/SM 121 123 130 114 122 24 7/27/20 1:32 94 M46 DS 860/600 119 117 130 124 123 156 169 160 170 171 P AA SM/SM 122 120 130 128 122 25 7/27/20 1:06 94 M39 JL 860/450 135 138 144 141 141 156 154 162 169 159 P AA TX/TX 138 137 138 140 139 26 7/27/20 1:34 94 M46 DS 860/500 129 122 128 130 125 146 139 150 152 149 P AA TX/TX 129 116 119 122 129 27 7/27/20 1:20 94 M50 CE 860/550 131 128 138 131 122 145 143 147 148 152 P AA TX/TX 135 131 139 123 137 28 7/28/20 9:20 84 M39 JL 860/500 122 120 119 115 112 139 142 145 138 150 P AA SM/SM 130 117 129 118 123 29 7/28/20 9:27 84 M46 DS 860/600 123 119 127 132 118 146 150 148 150 154 P AA SM/SM 114 126 130 119 126 30 7/28/20 9:28 84 M48 EM 860/600 112 122 120 118 127 144 145 152 149 150 P AA SM/SM 129 119 118 119 126 31 7/28/20 9:27 84 M39 JL 860/450 119 129 122 128 129 136 140 139 137 142 P AA TX/TX 129 122 119 118 128 32 7/28/20 9:30 84 M48 EM 860/500 117 123 129 119 122 146 150 149 153 155 P AA TX/TX 129 118 129 124 118 33 7/28/20 9:29 84 M46 DS 860/450 119 118 124 130 129 140 138 142 149 138 P AA TX/TX 112 120 1 109 117 118 Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 3 Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC HALLATON ENVIRONMENTAL LININGS Geomembrane Field Trial Seam Log Material: HDPE 60 mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 a cn Date Time a E r a Welder ID Wedge Extruder Seam Strength Pass Fail Tech ID Remarks �, s U 2 o w a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF Peel (ppi) IN/OUT Shear (ppi) 1 2 3 4 5 1 2 3 4 5 34 7/28/20 1:40 96 M39 JL 860/500 109 112 116 124 120 132 136 137 140 140 P AA SM/SM 119 114 122 121 109 35 7/28/20 1:43 96 M39 JL 860/400 110 119 121 124 129 156 158 160 148 151 P AA TX/TX 119 128 130 125 119 36 7/28/20 1:39 96 M48 EM 860/550 128 132 36 132 129 145 139 146 150 149 P AA SM/SM 121 119 130 129 131 37 7/28/20 1:41 96 M48 EM 860/450 130 125 131 127 129 142 148 136 139 140 P AA TX/TX 121 112 122 119 118 38 7/28/20 1:42 96 M46 DS 860/550 120 129 119 114 115 138 140 149 150 159 P AA SM/SM 125 118 114 123 122 39 7/28/20 1:39 96 M46 DS 860/450 112 120 122 126 132 144 149 139 143 135 P AA TX/TX 109 117 108 115 128 40 7/28/20 5:47 96 X27 00 550/550 130 138 139 128 132 146 142 149 139 140 P AA TX/TX 41 7/29/20 9:00 80 M39 JL 860/450 127 128 125 119 126 164 165 153 160 158 P AA SM/SM 122 118 121 126 115 42 7/29/20 9:05 80 M39 JL 860/400 119 126 132 122 126 143 142 145 150 148 P AA TX/TX 113 128 124 119 118 43 7/29/20 9:00 80 M46 DS 860/550 124 122 129 119 120 146 170 168 156 152 P AA SM/SM 126 122 119 118 126 44 7/29/20 9:30 80 M50 CE 860/500 130 123 128 119 126 165 160 158 149 150 P AA SM/SM 113 115 1 119 116 122 Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 4 Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC HALLATON ENVIRONMENTAL LININGS Geomembrane Field Trial Seam Log Material: HDPE 60 mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 a cn Date Time a E r a Welder ID Wedge Extruder Seam Strength Pass Fail Tech ID Remarks �, s U 2 o w a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF Peel (ppi) IN/OUT Shear (ppi) 1 2 3 4 5 1 2 3 4 5 45 7/29/20 9:35 80 M50 CE 860/450 129 134 128 122 119 154 164 160 158 152 P AA TX/TX 129 133 130 129 126 46 7/29/20 1:27 92 M39 JL 860/450 110 105 105 118 110 145 148 139 134 144 P AA SM/SM 109 104 104 99 106 47 7/29/20 1:28 92 M46 DS 860/600 110 109 105 115 99 140 148 139 145 136 P AA SM/SM 101 110 112 112 118 48 7/29/20 1:26 92 M50 CE 860/550 121 119 109 122 117 139 140 137 135 141 P AA SM/SM 110 112 106 108 115 49 7/29/20 1:28 92 M50 CE 860/450 113 104 115 130 123 142 150 148 149 152 P AA TX/TX 125 116 121 128 125 50 7/30/20 8:06 75 M48 EM 860/400 139 124 112 119 122 169 164 158 162 159 P AA TX/TX 128 132 130 134 130 51 7/30/20 8:05 75 M48 EM 860/500 123 117 128 132 122 177 172 169 174 168 P AA SM/SM 125 119 124 128 130 52 7/30/20 8:40 75 X5 JL 550/550 124 124 142 133 135 152 147 154 149 150 P AA TX/TX 53 7/30/20 8:48 75 X27 DS 550/550 116 121 129 132 133 148 152 149 154 150 P AA TX/TX 54 7/30/20 12:57 84 X27 DS 550/550 127 139 132 141 135 149 152 158 148 144 P AA TX/TX 55 7/30/20 12:50 84 X5 JL 550/550 140 139 128 132 135 147 154 150 149 151 P AA TX/TX Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 5 Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC HALLATON ENVIRONMENTAL LININGS Geomembrane Field Trial Seam Log Material: HDPE 60 mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 a cn Date Time a E r a Welder ID Wedge Extruder Seam Strength Pass Fail Tech ID Remarks �, s U 2 o w a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF Peel (ppi) IN/OUT Shear (ppi) 1 2 3 4 5 1 2 3 4 5 56 7/30/20 11:00 86 M48 EM 860/500 113 113 118 113 111 155 153 160 151 149 P AA SM/SM 115 117 115 115 116 57 7/30/20 11:00 86 M50 CE 860/550 123 119 128 119 113 168 163 162 165 170 P AA SM/SM 122 118 114 127 122 58 7/30/20 11:03 86 M48 EM 860/400 131 135 130 129 127 158 156 161 161 165 P AA TX/TX 123 125 128 130 122 59 7/30/20 11:05 86 M50 CE 860/450 123 113 112 125 119 145 146 149 152 143 P AA TX/TX 115 118 109 118 115 60 7/30/20 11:03 86 M46 DS 860/550 123 122 119 125 120 150 155 144 139 150 P AA SM/SM 120 125 119 125 121 61 7/30/20 11:00 86 M46 DS 860/450 123 136 128 132 135 168 170 160 165 169 P AA TX/TX 124 119 121 132 137 62 7/30/20 3:50 94 M48 EM 860/550 113 120 115 116 110 143 147 115 150 149 P AA SM/SM 108 112 108 105 119 63 7/30/20 3:52 94 M46 DS 860/500 112 115 122 120 115 155 149 139 152 148 P AA SM/SM 119 109 110 125 122 64 7/30/20 3:49 94 M50 CE 860/550 122 119 115 123 127 167 160 165 159 152 P AA SM/SM 110 113 130 115 119 65 7/30/20 3:51 94 M50 CE 860/550 125 126 123 119 127 158 157 153 161 163 P AA TX/TX 118 117 125 129 116 66 7/30/20 3:54 94 M46 DS 860/400 132 130 129 129 125 149 154 148 143 153 P AA TX/TX 119 117 1 123 120 114 Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 6 Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC HALLATON ENVIRONMENTAL LININGS Geomembrane Field Trial Seam Log Material: HDPE 60 mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 a cn Date Time a E r a Welder ID Wedge Extruder Seam Strength Pass Fail Tech ID Remarks �, s U 2 o w a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF Peel (ppi) IN/OUT Shear (ppi) 1 2 3 4 5 1 2 3 4 5 67 7/30/20 3:53 94 M48 EM 860/450 113 128 132 130 128 159 148 147 155 156 P AA TX/TX 119 122 129 131 121 68 7/30/20 6:17 93 M39 JL 860/450 106 109 111 116 114 151 154 152 162 160 P AA SM/SM 125 118 116 117 113 69 8/1/20 9:29 83 M46 DS 860/500 125 130 125 135 116 163 157 159 163 160 P AA SM/SM 136 132 123 126 127 70 8/1/20 9:55 83 M48 EM 860/500 116 118 116 114 117 169 167 165 169 158 P AA SM/SM 116 125 122 119 128 71 8/1/20 9:30 83 M50 CE 860/550 118 118 117 136 117 164 160 164 170 171 P AA SM/SM 131 141 129 116 132 72 8/1/20 9:56 83 M48 EM 860/400 143 130 128 141 144 161 168 170 173 158 P AA TX/TX 156 147 153 150 147 73 8/1/20 9:27 83 M39 JL 860/400 139 129 130 122 127 152 154 149 157 146 P AA TX/TX 131 133 125 131 125 74 8/1/20 9:31 83 M46 DS 860/400 134 130 129 135 127 169 168 153 155 168 P AA TX/TX 119 123 122 131 120 75 8/1/20 9:35 83 M50 CE 860/450 128 136 133 125 130 158 163 166 153 152 P AA TX/TX 120 125 119 126 134 76 8/1/20 2:57 94 M39 JL 860/450 124 116 121 128 122 149 147 149 153 150 P AA TX/TX 119 118 119 120 117 77 8/1/20 2:50 94 M39 JL 860/500 114 120 125 122 117 147 147 149 152 155 P AA SM/SM 123 119 115 129 120 Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 7 Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC HALLATON ENVIRONMENTAL LININGS Geomembrane Field Trial Seam Log Material: HDPE 60 mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 a cn Date Time a E r a Welder ID Wedge Extruder Seam Strength Pass Fail Tech ID Remarks �, s U 2 o w a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF Peel (ppi) IN/OUT Shear (ppi) 1 2 3 4 5 1 2 3 4 5 78 8/1/20 2:50 94 M50 CE 860/550 108 101 112 119 115 143 154 159 147 147 P AA SM/SM 126 129 132 123 121 79 8/1/20 2:55 94 M50 CE 860/450 121 111 119 126 120 143 142 155 150 148 P AA TX/TX 119 119 125 132 130 80 8/1/20 2:59 94 M46 DS 860/500 122 104 109 111 113 146 147 155 156 162 P AA SM/SM 123 120 120 119 112 81 8/1/20 2:57 94 M46 DS 860/400 116 128 129 132 133 144 143 149 151 153 P AA SM/TX 122 112 125 119 121 82 8/1/20 2:57 94 M48 EM 860/500 124 116 126 126 127 159 158 163 165 160 P AA SM/SM 117 125 123 122 118 83 8/1/20 2:54 94 M48 EM 860/400 108 123 114 118 112 145 142 144 145 151 P AA TX/TX 123 115 111 109 113 84 8/1/20 4:55 94 X27 DS 550/550 116 132 134 129 131 137 138 141 140 139 P AA TX/TX 85 8/1/20 4:57 94 X5 JL 550/550 114 126 120 132 128 150 155 149 149 151 P AA TX/TX 86 8/3/20 7:53 75 X27 DS 550/550 114 111 114 119 124 151 159 153 160 149 P AA TX/TX 87 8/3/20 8:00 78 X5 JL 550/550 113 114 122 125 117 150 156 151 159 161 P AA TX/TX 88 8/4/20 8:01 80 X27 DS 550/550 122 126 125 125 119 144 150 152 149 150 P AA TX/TX Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 8 Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC HALLATON ENVIRONMENTAL LININGS Geomembrane Field Trial Seam Log Material: HDPE 60 mil Thickness Project Seam Requirements Fusion: Extrusion: Peel. 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 a Cn Date Time a E d Q Welder ID Wedge Extruder Seam Strength Pass Fail Tech ID Remarks �, a d a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF Peel (ppi) IN/OUT Shear (ppi) 1 2 3 4 5 1 2 3 4 5 89 8/4/20 5:50 87 X27 JL 550/550 129 126 123 119 117 158 164 158 163 160 P AA TX/TX 90 8/5/20 8:36 78 X27 DS 550/550 119 125 121 127 129 143 149 149 154 152 P AA TX/TX 91 92 93 94 95 96 97 98 99 Anson Landfill Phase 3 Cell 2 - QC Logs.xlsx 9 Section 4 Geomembrane Fusion and Extrusion Seam Log PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # 5 2 OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG c PASSING TRIAL SEAMS NO. TIME TECH ID OASISOWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: IE;--1- 3 — 2 U 7 I Li ?.a o C T- C_ DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( O ) 0 PAGE NUMBER: SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS •' PASSING - NON DESTRUCTIVE TESTING MACH 'SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE CIA MON. P / Y I14'*. *SL-S ry �� c.c: s,c� b� 86.E -ipq',. ICI p�_t sa - t' ( S' 66. 2 F-1� SA PS / P7 IvC-sc-.s p5 6' (V&-j =sEe�j s Gz Lfo y (e io V' ,:o aF--4 SA * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY Qt3bo �.�• ° d JL DATE : 6- 1 r 2� PAGE TOTAL: �. PAGE DESTRUCTIVE LENGTH CARRY-OVER 3 r® DAILY TOTAL WELDED (FT) 3 IU DAILY DESTRUCTIVE LENGTH CARRY-OVER ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # S_S OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG OASIS PASSING TRIAL SEAMS NO. TIME TECH ID t (-2 143r G11 r i- _3 1 N *_�6 (, ►t OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( 0 ) 0 PAGE NUMBER: 2 SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS " PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITAL SET INDICATOR WEDGE WEDGE TEST DATE QA MON. NE.s G 9 6 3 2 �T 4 .- - SA s,�,r- sA nve_-*s *se6-i ISO' 61 S--.v hG� '�s$ W� '�� - -�A ,'_1s sA 0FZ 3 / -j& * s T- 6-R S.v 6 sA G R 6- 0 3 IL o IJF�� SA * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED 8Y DATE : ! -- ) 6 _ .0 PAGE TOTAL: PAGE DESTRUCTIVE LENGTH CARRY-OVER I 1 CG DAILY TOTAL WELDED (FT) (( 0 DAILY DESTRUCTIVE LENGTH CARRY-OVER EHE771 ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # 6 2 OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG ��S�J OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: 'S 'i- 2- 0 PASSING TRIAL SEAMS NO. TIME TECH ID DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # PAGE NUMBER: 3 SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS - PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITAL SET INDICATOR WEDGE WEDGE TEST DATE QA MON. / P 16 n!C-0S C, j•O aGu 'S 1(9 y9-q S-C_, I ?ko 6•1 ac S_o. g6-, 861 E sc-f 6'9 oc - 8-6'0 26-1 3 r S- S-1; 15A IZ/4 c✓C 0s * S-- —I `i'. 65 OC S • e i6"( � iz /r1J �&--s *SCeS (�i(T b� T,) sT- e J1jt' 3) i9 16 / e jzv *fC- 1 (0`2_�_ 7 V v 6-J `w 26- 961,61 Gq _ S-A SA i 1 $ SC-*" v.S4' aC J •u 3 6, bF._9 SA - SA pLI Qc: J .a s6'. 6 fs P 20 /F2l r"C-4s * SC—s 11 oc S-A r / �22 C-c--s * ti&41 1 � a �I oC:._� P 2 o 1 p z2 12'-° ° -1 +' � J - 6 S (Z'?e SSA Z_ S Li Ic '' ZIA TN S-,o'c2S L-7 ofC—oS *S�eS 1W �� 1�' �+c ��+ B '( `�I L; 3 S.� s•-t� �A C-C-a � * vJ E°s 1 -1 v 6 �- 1' 2 2 ' 6 ) * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY : A QlJollb��✓�L DATE : .S - It - 2v PAGE TOTAL;��� PAGE DESTRUCTIVE LENGTH CARRY-OVER TI' j DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE 4 J J OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG OASIS PASSING TRIAL SEAMS NO. TIME TECH ID z- _ a( -i qv 61-L t- (-- 6' 1 2ss &12. OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: 5-- 10-20 DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( 2 ) P 1 Q PAGE NUMBER! `I SFAIVI NUMBER * SEAM SECTION START FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. CIA MON. REMARKS •f PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE QA MON. �o / r'r3 r✓Eas * SC--,-f S y� bi (,'� g�'�, Sr'A `' 1 ° / f' i 1 C-C- O� * LV OS :` ► 0 6 6' tZ J a o 6 8 -AD CY 2,Cqr ' 5 A P - 1 ^�c�I * SC -es 1'� 6v 61Z J-0 8(,G g�'6 2a 2 p Afi-5 �A r j�.' 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DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER REVIEWED BY: S C-ELD dll !Ud Vju/Z DATE : S- 16 - 2A OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. PASSING TRIAL SEAMS NO. TIME TECH ID MACHINE # �5 -� OASIS(c OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: J — l C-( _ 2) DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( Ll ) 14 8 y PAGE NUMBER' Ell SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS •` PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE QA MON. w,`o, 13Tcy 13 G(z 86a 6 6'l 2-2 Liq to A 2W /P2S 1 * sc--s 86,,, Bs8- 98 16's - S(A Wc—s * sEos I LI 16 13 6,z 5.. G 6a-' S co 24 U 3 `i 8 2 / 2 1' f,) C° J * -Y& 4S 1 J l a 1 G IZ J- o' S 6" S 6' I I `i /PP �? �C-os * a lH/ �60 86/o I�$ 8 sA ID2-? _?,awe a} * S C E S- I r I J 1 b lZ ,' . a �jJ 6 �.C7 o-' pAT J 3 SA J IJ J 3 I / 32 I✓C=a! SC -ems l i j s 1 G IL 23,9 * * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY: L) v ✓)�,- DATE : - 16 PAGE TOTAL: C 1 10 PAGE DESTRUCTIVE LENGTH CARRY-OVER L S� DAILY TOTAL WELDED (FT) O DAILY DESTRUCTIVE LENGTH CARRY-OVER ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # � 2 OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG c PASSING TRIAL SEAMS NO. TIME TECH ID OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: T -I Lj-ZO 7- r ( -7 r _2_ -4 c DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( _� ) 1A b> PAGE NUMBER: SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE QA MON. P�� /j�2� lYEos S6�s fN'j� iy �C J,a �(�6• ASS I�8 ��-ia 29' / 30 CC--) = WGoS IS t_1 -1'i QC- o, 0 �C-es r 30 -1`i �� S �G d �C o 3no wc--S * sCos w4.0 '1Lj aC j,a, c;( S60 S1 !0_1 - SA = REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY : 57/9 a�� Z)elvj,� ✓� DATE : .f- I - �_D PAGE TOTAL: PAGE DESTRUCTIVE LENGTH CARRY-OVER I a� DAILY TOTAL WELDED (FT) C o DAILY DESTRUCTIVE LENGTH CARRY-OVER ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # J 2 OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG c PASSING TRIAL SEAMS NO. TIME TECH ID OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: —L IL( c' O G DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( � ) 01 PAGE NUMBER: SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. CIA MON. REMARKS •" PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITAL SET INDICATOR WEDGE WEDGE TEST DATE CIA MON. K 3 2 /3 y C= os * SC- 6S S.:yo L. o C S. S 6'o S o 2 q 1 J 0 I - sA 3 �' / 3 7 �✓ C_-S * f C-ps mil' ' PO ('-I C, J , o: 9 6'6., £, 6 6 21 6 .6.6. S6'a 3 /3:�) c—as * sE.s 16, ; 20 O c * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY: SAGO- b DATE : — 1' 16 PAGE TOTAL: PAGE DESTRUCTIVE LENGTH CARRY-OVER DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # J OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG c PASSING TRIAL SEAMS NO. TIME TECH ID OASISOWNER: Waste connections J ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE:.- 1- - Z0 . ' 2 -t 5-6 (� (�- DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # PAGE NUMBER: C SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS "PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITAL SET INDICATOR WEDGE WEDGE TEST DATE QA MON. j'33 /P3il C-C o 6(, CAR 9'Q 0 P33 L P'l C- 8 91 35_1 5 . p3 3Ej n/c—,S * sC r R'o6 V 6(2 o 'b60 % ( 11 LA t ,30 6� 6 (a `i' (j, 'p3H /Pas �c�s * Sc-ems q .1 6 "1 l,2 S.� �66'0 216'b P3a C—cos C-�s ,'a .°iS 6 IZ ,a ��'c• �l?' 22 23 - sA * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY : r ��'{� ���� �' �, •L DATE: S- I/ _9d PAGE TOTAL: 1L_k9q 11 PAGE DESTRUCTIVE LENGTH CARRY-OVER gZ� DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER 23 % ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # 3 Cf OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG c PASSING TRIAL SEAMS NO. TIME TECH ID OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: l —2-) — ZO T� DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( 0 ) G PAGE NUMBER: SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. CIA MON. REMARKS PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE QA MON. Pqj Crc-S * 6-IS FIv 8-9' SL ) .4 �6G g14'f C 2 z `- - S`R1 `1_21 SA P�9 /Pqa W6--S rC—,— H4Oo %,C� St S,a 166'11 $1? 1De }a •D S'Q -a SA 1'3ay / pW) tv&—.s * SE -1 Iy IS ho AIL S.a Uo g.� 0 3C1s LI,0 lc 6s pS 04- 10, _'1� , o d Fr`Y t �i a �+�� z �'2 ( S' �_ Z•� SA 6 / j'4i ',/E�S * CC-•J 16 2u y•0 yo �a, Sl 6'.e g6c g,(,�2Z �t�2 ? 4�.22 �A `t,2,y, 3(� * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY : tq&Dli Cpou/L DATE: 8 — Z _ 2,0 PAGE TOTAL: PAGE DESTRUCTIVE LENGTH CARRY-OVER G Lam, DAILY TOTAL WELDED (FT) I rL L( DAILY DESTRUCTIVE LENGTH CARRY-OVER Z 2 2 ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # 4 OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG OASIS A� I cJ OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: -'1-2- PASSING TRIAL SEAMS NO- TIME TECH ID �Ho lJS l 2.5-5- IDS DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( - ) PAGE NUMBER: 10 SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS " PASSING - NON DESTRUCfIVETESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE QA MON. w C- S * �-c--3 1 �� ps ; Q d G i 22 2 'L 9A `I _21 rA *c-c• �2_rrI- �_6J1 22 �A y - ZA �_z1 SA C) c- s * IC-1 16,6s ci a r)s 6 �n - TjIf S. � sAq _2 I SAn p 3 /%'l)LI 1%C�J * jC•J 1-1cc Qa; b� /6. 6,a 36a /n��.6 Yg6;" ' ^2-) a9l 3 _ 1� -1_2-1 s'A �✓c—os * sc—f r -i (�a IQ Ds 6" -s 8/6v g4�� S �ti/�— tl I/ 1 -1 q l ��Q1 * C��1 ` 1 �� O O S. U b'• U b C (�JI ^`'(� -1 I -� S 1_ C� ��'I r✓Emf 6.4 'T lr2 i SA / * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY: 5_�C-C►-� P('bd tea,vk DATE : IS - c`'.. - 20 PAGE TOTAL: l s (b 1 PAGE DESTRUCTIVE LENGTH CARRY-OVER 6 DAILY TOTAL WELDED (FT) (j DAILY DESTRUCTIVE LENGTH CARRY-OVER G ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. PASSING TRIAL SEAMS NO. TIME TECH ID 1- f--' T2_� v C G G MACHINE # OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: 1— 0 — 20 DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( ) — PAGE NUMBER: SEAM NUMBER * SEAM SECTION START * FINISH POINT = POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS ** PASSING - NON DESTRUCfIVETESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE QA MON. SC-=s I.q S -0 c E 66 S 6+ go 01 o - / r-ic-_s =yc-.1 (y7-1 �z cC- �.6 y�r �c�e, 1L-16 +°° 13I P20 SA ,2� s�1 -S = sc-�-j f � 2� �' ICE6.6 g6 gH 1���/P�� cis =f�•, (�t,o `10 Cc 6.0, S(4 /1216 241 4 bF_Z3SA * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY : ; 4C<_ � DATE: d _ 2 26 PAGE TOTAL- 61 PAGE DESTRUCTIVE LENGTH CARRY-OVER DAILY TOTAL WELDED (FT) f DAILY DESTRUCTIVE LENGTH CARRY-OVER 1 ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. PASSING TRIAL SEAMS NO. TIME TECH ID Tr- — T l—' --C ,CV, MACHINE # L es OASIS LOf+iSiiLl r SERVIC OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: 1 ?a— 2 V DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( G ) O PAGE NUMBER: 12 SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. CIA MON. REMARKS " PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE CIA MON. i', ( / 0; 2 j &•ems * C aVS 8 ( cM 86 (L S6 (- 22 P4 3 ! 115 a''d g Z C- m Crn J u g, 6'v �{ �. 3 a, R t b� S'A qo Itry 96a p 6 2. / p'6 q t/c-- S *sal 4'."_ 4 ei I IGO s C I 2 5A P6t /I'Cq IjE-s s'a'. C I C-r,\ 2�_e P6 ; , o 'q-, C-ffi, ,— 26'o 961b f1 s-C- r 1� 3a ► Fat .� $6 g64 2 `11 ° G �_�C �. �_2`f Ss P z d. / - * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY: SAC—C-.tf> II3DO�aJu�L DATE: -9 2 PAGE TOTAL: � I� J PAGE DESTRUCTIVE LENGTH CARRY-OVER g DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: ) — 28 -2(j PASSING TRIAL SEAMS NO. TIME TECH ID r (-_2 2�1(y :yL_ T- zsY— 5L' DESTRUCTIVE SEAMLENGTHCARRY-OVER FROM PAGE # ( \ ) 2 2Z PAGE NUMBER: ) 3 SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. OA MON. REMARKS ** PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE QA MON. p5-15 / pS2 rj ELs * s6_1-_j IoLy 9L sL 86-j(, `36E- _Z4 TA M I i4 Y_ ( r/c%o-j * SG-s o o; 5L b 6 d S 6.1 L= d, 1 - ZA 64 Se a s 113 s 3 SL u 1 ITC°s = s��s lfu'� '6 s 6 a 6, e tjka qd. �, J o s.6 ► b"a I a2 �i L pF,- 2*i S- s h-� S/ F 7 �� ' /►r Se-; C,I SL -D �s *gam t� '1a 41 �L �.•. X 6o I;6� Sy L q a R L f, 6`0, t 6 SA r4'b /P6k- was * C-C—sS 1Sso Sq 3L sA ?_2Q Ell * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY: s/gEG<J> DATE: 9 — 2_,, PAGE TOTAL: PAGE DESTRUCTIVE LENGTH CARRY-OVER 6 DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER G ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # `� v OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: PASSING TRIAL SEAMS NO. TIME TECH ID ? r-2 'Zk{o D� t 2S- I uS DESTRUCTIVE SEAM LENGTH CA RY-OVER FROM PAGE # ( ) PAGE NUMBER: 14 SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS - PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE CIA MON. 3 3 kA 54 �� 3 /I',� 4 w,c-vs * C �� 12tA �5.3 bS G cG 58 C-1 * Sc-s 1b 5 ms 6 b SG. 6 ( o W 1 3 — s� ad Fos * c o SA so WG—ar * sc—eJ r62� ti( log .b, Z(r� pV_Z8 S/1 ?.2G SA * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY :S/,I�'LQ c913U��.��✓� DATE : S 2 20 PAGE TOTAL: J PAGE DESTRUCTIVE LENGTH CARRY-OVER `L DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # 3 9 OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG c PASSING TRIAL SEAMS NO. TIME TECH ID OWNER: Waste connections OAT ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: �— ZR—c0 '�- -I-L- DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( f � ) 6 l PAGE NUMBER: Ij SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. OA MON. REMARKS "PASSING -NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE CIA MON. 65 rv&--s * 5c—a lYo S_a j L ,o 2.6. d ('0 23 1- 2-1 SA 6 / LN OSs Q Z 3 L S -,, S 6- 6 0 22 3 Z_-� — _2� sal ✓C_� * 1 -1 fins, �,3 SL i ��a c, 1 11 i 6S l6'I we- * C--•s r2 to g) sL 5 a, Q,(A N i�--f * SC=�1 122� 4 6 � !— a 61 sA * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM PAGE TOTAL: 3 0 PAGE DESTRUCTIVE LENGTH CARRY-OVER 3 Z� DAILY TOTAL WELDED (FT)-� DAILY DESTRUCTIVE LENGTH CARRY-OVER 3 ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. REVIEWED BY : DATE :.9 — 2 — 20 OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. PASSING TRIAL SEAMS NO. TIME TECH ID T- T MACHINE # Ll 4 OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: I— 2'�t _ �v DESTRUCTIVE SEAMII LENGTH CARRY-OVER FROM PAGE # ( IL1 ) 3 Z PAGE NUMBER: 16 SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS "PASSING - NON DESTRUCfIVETESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE CIA MON. 6-6, 8.ba 3 I� 3 �} -I -� T-A -2ti s A Nb`� /p4k� (vet-1 * S-G_'T 'I�s s--' 26a 8�l ` � 33 q sq P "1 ) /A1 2 6__< * SC-1 13 y's ) 6(3" 1) Ws J ,; �a 6 2� ��-' e �{ s� �. 2A SA * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY: S�1C-C� c�131�oi��JA DATE: A — 2 -- 2G PAGE TOTAL `1��� PAGE DESTRUCTIVE LENGTH CARRY-OVER Z`Z DAILY TOTAL WELDED (FT) , b DAILY DESTRUCTIVE LENGTH CARRY-OVER 22 ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # U OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG OASISOWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: i--2.`f _ Zo PASSING TRIAL SEAMS NO. TIME TECH ID Cc- T F _'j ( Z,s o CG- DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( ( i ) i sI PAGE NUMBER: I 1 SEAM NUMBER * SEAM SECTION START FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. CIA MON. REMARKS ** PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE CIA MON. p 6 / t6'ci f-lE 1 Z1$0, !&2 CC— 0- 2, 0ep `$. 16 f) _2q Jr F>�'� /p�� cis *Sys �►�S �2 CE S� `6Ga Q�1' q� 36 6 - sA Zq' SA "t * c -1 12 Z0 Cc ; ('6'0 4 � 22. 2 8- - S , 1 _ 2 y SA O Cc- y) 3 - r �_21 cc 06'u * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), PAGE TOTAL: G I DEFECT NUMBER OR A POINT LOCATION ON A SEAM PAGE DESTRUCTIVE LENGTH CARRY-OVER DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER ** DATA TO BE COMPLETED BY THE r S "� DATA REVIEWER ONLY. 6 1 REVIEWED BY: 5_1JE-e> DATE: X _ 2 - 2v PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # ql� SEAM SECTION SEAM START * FINISH NUMBER POINT * POINT OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: -1 3 O PASSING TRIAL SEAMS NO. TIME TECH ID C_ MACHINE SETTINGS LENGTH APPROX. AMB. DIGITALSET INDICATOR APPROX. FROM START AIR WELD MACH LENGTH PREVIOUS TIME TEMP TECH SPEED WEDGE WEDGE WELDED /DESTR. C'a1 / x * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY: 5A�1� (iC3Au���3o�J� DATE: PAGE TOTAUII L6 PAGE DESTRUCTIVE LENGTH CARRY-OVER DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( 1 2 ) B -1 PAGE NUMBER: I - PASSING - NON LOCATED DESTRUCTIVE TESTING TEST CIA DESTR. CIA NO. MON. REMARKS DATE MON. ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: PASSING TRIAL SEAMS NO. TIME TECH ID LC- T-CG- DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( F_ ) ) S 9' PAGE NUMBER: I SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. CIA MON. REMARKS ** PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE CIA MON. in / I�Z� cis * �S (� s � � +�' CE S--,) g � a do u I 0 1 - sA 3-� sA C—c -� x <�1 12j �I ( cc— .o z6Q 8W `�� 20 T-A 8 t s-A leI me-S C6 66c, %ba �I( �f '�' - s'� ��� s11 t32a q'Z CC �•d S6. ��=•' i�6' �{s G s-q �6-i Sq %Zi/IN�� c✓��al * SC--� 13H� �'L Cr S� °�'� 3L•o Ii, �= �a UF�,F; r P8a-/ w IJ 12 cE 96,1 P_ r, —3 *SCS Qti3S )s'a-r Ci2 CE j'o 26 96 S6a kki3 I�tr S- 2 P S,t) SA u-1 SA SA P S"/ps I r/t-:-, * Sc—J * S SA fJC j *SC— 1 ri b 24 CE :26 a 960 1� Z y�r I b��qa sA g_ t zA PVT / P8.- G- _j * .rC-s S-T CC- '2> 6-(j, S 1 'A Poe' C-S *ll:<IS 1Iibo 6L. C-C- 5:9 GG� �6'a 1 �3 y `7 sA g._( -SA / x * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY : 5_A EC�L> DATE, 9-2— 20 PAGE TOTAL: �� �I PAGE DESTRUCTIVE LENGTH CARRY-OVER Lj 0 -1 DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER N 91 ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJ ECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # 24 OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG A I OWNER: Waste connections O ENGINEER: CEC ��SEavt� 5 INSTALLER: Hallaton, Inc. DATE: - 2 d PASSING TRIAL SEAMS NO. TIME TECH ID T C � —2 L.( o I� S j'('_6 DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( 14 ) z 2 PAGE NUMBER: vO SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS •' PASSING -NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE QA MON. C-- os * S� d1 1 2� � 2 D S o 2 6 Q g � I C � r�o 4SF_3� -3A 'I-' SA E►j * S C_ 1 i O.C. S 3 'Ds 5-� 9 2- t I �6' / 7E me--�s * sc-a� 1 "s �. ► 36� G 4-p 9 a 3 / P-9 >^✓� ®s * sc�1 5- 6d 12 b Y S� a, 8, 6'r 6 3 I d �r� -3 � S -( SA IF * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY: /9Q� 040p�L DATE: A „ 2 _ 22o PAGE TOTAL: PAGE DESTRUCTIVE LENGTH CARRY-OVER c �cdS DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill OASIS Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. PASSING TRIAL SEAMS NO. TIME TECH ID 7- MACHINE # y 6 OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # (_I ) )'IL-1 C PAGE NUMBER: 2 SEAM NUMBEERc * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS **PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE QA MON. rl��'�S * S�tlJ i3 2a �'2 FN1 j o ��J� �i0 ` (� �� a 3a C�F3`l SQ $ - --A r✓C@1 *57& lZrlo BIZ CAN. S $_l s P e 2 / P9 3 n) c- 2-y c�Z ew a 8 6-a I (r 3 f) P91 1t92 0,,S— `IZ. �,6a T2 'f2 PL i l pa 3 15 :� 6-v I f r,C1 -i S A / .86 C6_s 16G o f 9C� i'R'6 /P cv,cp� *s��� F6�s- C�+1 S� g6-:. ��,o ► L 3 - sQ 1,_i s�, N 0_1 rt5— cfo� E Ea 8('o (S") W�'`� �, P-4 * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), PAGE TOTAL: i OQ DEFECT NUMBER OR A POINT LOCATION ON A SEAM PAGE DESTRUCTIVE LENGTH CARRY-OVER DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER ** DATA TO BE COMPLETED BY THE J DATA REVIEWER ONLY. (o S REVIEWED BY : S/'4K-)C> 6-kVk!)6 k�u� DATE: 9 2 - 2-4 OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. PASSING TRIAL SEAMS NO. TIME TECH ID I �- — 1 7- a 07 {- MACHINE # 39 OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: 1—'�) — 2 Q DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( I � ) 32 PAGE NUMBER: r? 2- SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS " PASSING -NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE QA MON. v l I' 2v c .0 P1 * SC—TS K L / 3d /pig W��S = C—ta� IIIQ S4 �L t6�o * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY : 5A0—_'C> A Rb g A,_ DATE: 9-2 , 2y PAGE TOTAL: I 3 3 2 PAGE DESTRUCTIVE LENGTH CARRY-OVER 1 $ DAILY TOTAL WELDED (FT) �- DAILY DESTRUCTIVE LENGTH CARRY-OVER Z ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # U OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG OASIS C C'N5 i.�LT NG 5[AYIr'=5 PASSING TRIAL SEAMS NO. TIME TECH ID CC— r b t zS4 C 61 OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: k— I _ 'Zo DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # O O PAGE NUMBER: 2� SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. CIA MON. REMARKS `• PASSING - NON DESTRUCrIVETESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE CIA MON. S�4 1 j e1 : / .I' I �'q o/C: a1 v 3 1 2. Kc ( C C- 36�o ,. -1 S1'J c�:aJ =�,,��.al ►,Lt`i q2 Cc 196 86o 22 23 -- s $-( sA C-e O� c' (�_ 5'c3 3 -- (� `u._ r 5A * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY: DATE: 9 — 2 _ 26 PAGE TOTAL: 3 I Q PAGE DESTRUCTIVE LENGTH CARRY-OVER 31 3 DAILY TOTAL WELDED (FT) I G DAILY DESTRUCTIVE LENGTH CARRY-OVER 3 ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. PASSING TRIAL SEAMS NO, TIME TECH ID TC_2 Q6) b- Tt<-S I2�0 1�5 MACHINE # Ll 61 OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: <�',_ i , 2-0 DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( 2(J ) 2 Y PAGE NUMBER: 2- H SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. CIA MON. REMARKS "PASSING -NON DESTRUCfIVETESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE CIA MON. �Eos * 5661 �-06_-( a (' 0-:5- ; =io 2,6Ja- 8 a8-1 ` .1 bF 4� 5. Pje3 / T0.2 _j b S J .-b, �6 I C— C— * W E a.s f � � Q e1 2 O.S J V � G" Ci. � 4r ( A� `J� (_3 Z S Q P / plo( GC,eJ *Z,E-s If a C11 0_S �0 9;�e g'6'I 23 /� �� bJ — T_4 ' �•� C—C— I- SS- I)s / 1' I/Io 6 C- w C­l I` Li S ^, o b//i; �p 6/0 23 2 - s A 'v - 2 S A I:v 2d �(� �S S a yea Doi I 2 2 1?(;P3 C-Cas *wc-&-r c3 go bs 5, 4 3&6 gas 23 2 L(� - SA eC-as * k/(561 (6,q'S `la -S ou �(��/III( c�6� * �E�,1 1�I� �k � ; a• ��� 261 Z3 3r � -. sq ��z S� (� � 0 G(55 * urcca f 1-1 P_ Q f u o sq I�IQo /P 1'�3 EEej * L,cr .1 f -136. t 3 — S;(� —Z SA St-=s (1Ts 9S r d ${� b 6'' I J ti ( * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWEDBY: s/aEGU lqQbdyL.p " DATE: Q. - Z _ ?,a PAGE TOTAL: (I (3 PAGE DESTRUCTIVE LENGTH CARRY-OVER 13 DAILY TOTAL WELDED (FT) b �� DAILY DESTRUCTIVE LENGTH CARRY-OVER ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACHINE # 1 OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG BASIS PASSING TRIAL SEAMS NO. TIME TECH ID -r-�- T- L OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: <Q —1 _ L0 DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( 2-2 ) ) €' Z PAGE NUMBER: SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. QA MON. REMARKS "PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE QA MON. 16L.1 �i �L �.a B1,'Q ZO- COI .38 3 511 ?et2- Ifc.l-j (vC—s * Sc J 13z41 v2- 5L S6'o Ski, lW �) �j - s-d �,,I -5A r 1-3 If 1' ".."C-ems * C-C cs 13 q 12 �s L J. $ 9 (,' ° 2L L16 V j 1 2 A tsr 'rA -a sal P (ej-) /Plo3 1 W &al * ELoJ 1� 2 J�: J QG�. �� { �� j — x a�2 SPA P)f'0 /Pet( wC—®J * E—� Is-3a `IZ 3 9 6•a ItG v n, G 2 �� —2 -5A �L �.w 94. * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY : 57�) -A6 � DATE: 6 2_a PAGE TOTAL: J PAGE DESTRUCTIVE LENGTH CARRY-OVER DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER I I ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION : Anson, NC. MACHINE # L12. OASIS CONSULTING SERVICES GEOMEMBRANE FUSION SEAM LOG OWNER: Waste connections OASIS ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: � ( .- 2-13 PASSING TRIAL SEAMS NO. TIME TECH ID -r •-'j l 2j O Erb DESTRUCTIVE SEAM LENGTH CARRY-OVER FROM PAGE # ( 2) ) PAGE NUMBER: 26, SEAM NUMBER * SEAM SECTION START * FINISH POINT * POINT APPROX. START TIME AMB. AIR TEMP WELD TECH MACHINE SETTINGS APPROX. LENGTH WELDED LENGTH FROM PREVIOUS DESTR. LOCATED DESTR. NO. CIA MON. REMARKS " PASSING - NON DESTRUCTIVE TESTING MACH SPEED DIGITALSET INDICATOR WEDGE WEDGE TEST DATE CIA MON. P Gr3 /F'►a� n/t•s 1330 92 •' SA (°c+ e-> * sc•f r3a `iZ �M ;,; 3qd� 260 2� `1 - B-2 SDI 1� qr / P I o.Z "v 1 * J �r 1 I' 1 y' �- 9 C!+� J.. J O G° Q�� 2.3 1 _5 13 - z sa 43 6-3 * SC -as Nla t1-D. 22 6 _ Sv2 sa) I'Ct3 /Prrw &&-j * Fat r� •. C7 v� S.5 `�6= �4� _ 'A b-2 531 (�, c, L( /p elpff Cps * SC C1 `+ a S ec�(.� -12. C-1— ��Jb�- -96 u- % � `( �12Z 14 � � b rA - 62 SA P ►/ P Il1r'/C•• j << 2- c m S . � s/i 77 - 2 S4) I°`)S/P°I`� w�'l * S`E� +��a Ci2 �c� �.s a6�, �� 120 HH�► r �F 5A 1a3/Pf134 -eEo_ *,wC--1 1` 'd-4 12 C— � S e�v �6l 10, el O` CC-S * 146-3 14, to 3v 6 a - S-A a-2 s ! P f"1/ 00- Cf-c--_ * w�,�f I�L-o "rZ C- f. 3u ��� - ZA S-Z sA * REFERENCE SEAM ENDPOINTS FROM END OF SEAM (EOS), DEFECT NUMBER OR A POINT LOCATION ON A SEAM REVIEWED BY: S"AEC-b (q DATE: 9 - 2 - 20 PAGE TOTAL: I s-6 PAGE DESTRUCTIVE LENGTH CARRY-OVER 4 DAILY TOTAL WELDED (FT) DAILY DESTRUCTIVE LENGTH CARRY-OVER I G ** DATA TO BE COMPLETED BY THE DATA REVIEWER ONLY. OASIS CONSULTING SERVICES GEOMEMBRANE EXTRUSION SEAM AND TEST LOG PROJECT # • 204558 OWNER: Waste connections PROJECT DISCRIPTION : Anson Landfill ENGINEER: CEC Phase 3 Cell 2 INSTALLER: Hallaton, Inc. PROJECT LOCATION: Anson, NC. OAS �S DATE: 7 " 5' 20 PAGE# CARRY OVER FROM PAGE # ("' ) FT MACH ID # 2 EXTRUSION SEAMING VACUUM TESTING SEAM # SEAM SECTION START FINISH START TIME AMB TEMP WELD TECH APPROX LENGTH LENGTH FROM LAST DESTRUCTIVE CARRY OVER DESTRUCT LOCATION # QA Mont. NON DESTR. TEST DATE TECH ID SEAM SECTION P/F QA Mon REMARKS START FINISH E0: 5 -130 l 2 A R 22 22 — Sp S- 49 A2 I "%/C —S C-Cvs P S� F� C 3 wG- I Cc's 9 (o `1 3 A A c� 0 2 2 c� gSj L,/`e-�s Gr-ces -1 I (o _ - s�^ s-n^ �12 ��eys giros /0q )2e2 L2— I � � _ �.. Sj-! .S �I 1 �i� �l'.6J weu5 cc-1 too, a 1� (�Q 22 IS�1 _ SA S-)1 '�2 wcc,s C--cws s Cp 12i wC.j CNo.) (02.i ex )s C,fc.s Cc-aj ►o y; 8 0 r3 22 E9 9 — SA ;-►-) AZ C-c-�s SA E7° 1 WC-- 3 C-C-a 1 1 1 1 v to E� n S C-C-- s 6°s s4 C— 210 a., G-1 S C-C-r-f h 3 I 0 9 v (� 13 2 2 � '-I — — SA S— I'1 �12 LV 6 o3 C 2Z IV C- -i C-C a. S 13 so y R E�A Z3 wC"s I C- 5 1 � IS- q 0 A6 2 2 3 a 3 — I -TA R2 ld& s cc6.4 PAGE TOTAL 6 PAGE CARRY OVER 3 c DAILY TOTAL WLDED - DAILY CARRY OVER - REVIEWED BY : SA &C-b G Rf)-n DATE: OASIS CONSULTING SERVICES GEOMEMBRANE EXTRUSION SEAM AND TEST LOG PROJECT # : 204558 OWNER: Waste connections PROJECT DISCRIPTION : Anson Landfill ENGINEER: CEC Phase 3 Cell 2 c INSTALLER: Hallaton, Inc. PROJECT LOCATION: Anson, NC. OASIS �S DATE: 7�- 5-2-0 PAGE# CARRYOVER FROM PAGE # ( ) FT MACH ID # 2 q EXTRUSION SEAMING VACUUM TESTING SEAM # SEAM SECTION START FINISH START TIME AMB TEMP WELD TECH APPROX LENGTH LENGTH FROM LAST DESTRUCTIVE CARRY OVER DESTRUCT LOCATION # CA Mont. NON DESTR. TEST DATE TECH ID SEAM SECTION P/F CtA Mon REMARKS START FINISH G5Y I t-(L( °l o AB 3 3 6 _ SA � - I `1 A2 w 6vs C- C-0S sq G)4 26 WCoS C-Ca5 �i os �1'9 A� 2� 3S"2 - Sq 5-1') A2 663 I' SA 6x 2"? we-bs C-C--,-S I-� 30 90 �'-Ia 2 z 3't L? a2- we -el ►�C6S GC-,S 1 v 96 A Q 2,2 3 y (; - - SA S-' !1Z Ck 31 6fe -s CeLj 16 ►',— 8 Y cA S -S c-c-ems p SA E-X 32 wC--e, s CE•S S-I'1 z w<--s I C-� r sn 30 w&,.s w&-j Ems p Sn 3S webs cc��f l 2 i 3 2 2 �-1$ - _ s� 5-1-1 lag wL-•s eX 3 d wG-GS C—C-0 r �S-o ti� ca <8 2 2 c� — _ sp S,- I) g w�C--s K•s s� PAGE TOTAL ► `icS PAGE CARRY OVER a 4 DAILY TOTAL WLDED J DAILY CARRY OVER b d REVIEWED BY : Sla E2�13 H b l�l� c✓j� DATE: 9-2--a) PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACH ID # 5 OASIS CONSULTING SERVICES GEOMEMBRANE EXTRUSION SEAM AND TEST LOG OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. DATE: i_2q'_2Es PAGE# 3 CARRY OVER FROM PAGE # ( - ) FT EXTRUSION SEAMING VACUUM TESTING SEAM SEAM SECTION START AMB WELD APPROX LENGTH FROM LAST CARRY DESTRUCT LOCATION QA NON DESTR. TECH SEAM SECTION P/F CIA REMARKS START FINISH # START FINISH TIME TEMP TECH LENGTH DESTRUCTIVE OVER ## Mont. TEST DATE ID I Mon E�( 31 C-�o S 7 -'s-L 22 — _ - f CE wc— C-E-s L 22 14 q Ex 113 6c41 fro jrC 22 (c sA Ex 4 � WC—s C-Cos 9 3 13 a L 22 e 3 _ S a S-r Cr- 6 WGb-f E°1 Ecc-, j a. �; j l� L92p I - SA S- t Cc ECG-..S e -S C � /�Q WC�O S C�C nI �1 Z 3 % j �L C C 3,2 s� 8 - t Cc- V✓G- s °� Cc Q663 c-,J P YA E 1 wG-n s C-C-;6 f r o 2 0 `18 5 L 22 6 - - 5A - Cc- 1wos EC�s P sn Ex S-� Gas Cc-S I of 0 2 19 - - SP a - t Cc u&&j EEhs 1' Sr1 e7' 5 (aC- s CC- - s 112 9 s L 2 2 2 2 - _ S p zit e-X � ') ECbs 13 i o E,q 5 L 14, CC- 0 "'4� GE6s `3 4 o s 4 S L 22 2 r; - s P -6d I CC- a 61 webs G(5- 1�Ia, 96 �L 22 28� - - sP �_� cc- w&s cc�3 N sn EX' 63 w&,-.s C- G--os 22 3 v "9 Cc PAGE TOTAL 303 PAGE CARRY OVER $a $ DAILY TOTAL WLDED DAILY CARRY OVER - REVIEWED BY : 5Fl EI;� DATE: S -�- ?lo OASIS CONSULTING SERVICES GEOMEMBRANE EXTRUSION SEAM AND TEST LOG PROJECT # : 204558 OWNER: Waste connections PROJECT DISCRIPTION : Anson Landfill ENGINEER: CEC Phase 3 Cell 2 ec c INSTALLER: Hallaton, Inc. PROJECT LOCATION: Anson, NC. O /�J I `� DATE: -3 - 2 �- -�c, PAGE# 4 CARRY OVER FROM PAGE # (� ) 3 ° 8 FT MACH ID # EXTRUSION SEAMING VACUUM TESTING SEAM # SEAM SECTION START FINISH START TIME AMB TEMP WELD TECH APPROX LENGTH LENGTH FROM LAST DESTRUCTIVE CARRY OVER DESTRUCT LOCATION ## CIA Mont. NON DESTR. TEST DATE TECH ID SEAM SECTION P/F CIA Mon REMARKS START FINISH rr X 6 wotl q 0 :3-L 2 2 3 3 O _ - s-q 9-1 Cc w c-r,s SA EX, 6S webs Ccos (6)0 Cc wc- 6c—bs p srl c4 (G L4o $ .S L i Cc ,,, C-os 6&cs p s (� PAGE TOTAL d d PAGE CARRY OVER DAILY TOTAL WLDED 3 DAILY CARRY OVER 3 9 6 REVIEWED BY: SACgkD DATE: 9 , 2- `?.d PROJECT #: 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACH ID # T'j OASIS CONSULTING SERVICES GEOMEMBRANE EXTRUSION SEAM AND TEST LOG OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. ❑ATE:�2,0 PAGE# J CARRYOVER FROM PAGE # ( � ) — FT EXTRUSION SEAMING I VACUUM TESTING SEAM # SEAM SECTION START FINISH START TIME AMB TEMP WELD TECH APPROX LENGTH LENGTH FROM LAST DESTRUCTIVE CARRY OVER DESTRUCT LOCATION # CIA Mont. NON DESTR. TEST DATE TECH ID SEAM SECTION P/F I QA Mon REMARKS START I FINISH 6!X `1 ( 5- 7,; Ds 2 2 2 2 - - s A 8- ( Ce ure-4 C-; es s a c 13 +,r Gee 3 C ��s 4 6 b S 22 Cc- s G G--'� N 54 &X 1 g o o -� ,7 W&-4 C-C—S 0 SA ex, CC-bs gqg-I go t) S 22 li,� G — s� a _r << w6ats c-c-- -S ,' sA C-'-, Aw&*S C-G-Is Ci I s-4 b.S 22 I� 2 — — sA - C� w(--vs Cc- - P SA Ex- gl tuc"s CE-s ciAlp 8 i bS 22 1 S — - s Cc wC' -J CC-1 P m G� 0-� Cc r-16-5 C-c.44 P sq EX S W C$S GG--�1 10a b S 2 2 CC- L1 C--s C-C--5 Sf� ,1 SA G� $1 Il/� 0"3 1 1"ir s s CX 19S c.,C,-,-s C6-76-S 3 3 o C1v b S 2 2 `o - I CE kt&.,j C-7, 81 tv .sl I 96 b s 2 `Z 2 -� — _ SJa , �( 6C Hof Cc-"J 1-� SA C-7 C� C6 s C-CqS UAL —I 96 bS 2 2 � � 8 — SA a_ r C6 c., G s G�-s 1' sA PAGE TOTAL 1362 PAGE CARRY OVER 3 $ DAILY TOTAL WLDED DAILY CARRY OVER REVIEWED BY : <1-)C-C--1> A&,b4IJ DATE: S - 2- -')-a PROJECT # : 204558 PROJECT DISCRIPTION : Anson Landfill Phase 3 Cell 2 PROJECT LOCATION: Anson, NC. MACH ID # 2-1 OASIS CONSULTING SERVICES GEOMEMBRANE EXTRUSION SEAM AND TEST LOG OASIS OWNER: Waste connections ENGINEER: CEC INSTALLER: Hallaton, Inc. ff DATE: 20 PAGE# b CARRY OVER FROM PAGE # (J ) �"� F7 SEAM SEAM SECTION START AMB WELD # START FINISH TIME TEMP TECH EX 9 6r&s C-C�1 16qo t)S EXTRUSION APPROX LENGTH FROM LAST LENGTH DESTRUCTIVE 22 31 ►-( Ci SEAMING CARRY OVER - DESTRUCT LOCATION # _ QA Mont. s(1 NON DESTR. TEST DATE f'-I t _ 1 VACUUM TECH ID C6 CC— TESTING SEAM SECTION P/F CAA Mon s�} SA REMARKS START w ILI E--S FINISH -S &6 1 X' 99 we✓�s CC—�s 1�1 f�� �$ bS cc— wEv� ce-�s SA ' 'I we-,S Ct-�S ��y $� bS 22 N�� - _ 5-'a 6-1 cc— 1C-6 x $1� vc s C-c�1 PdPG �`? ►�S 22 b2 - _ S� $ -! PAGE TOTAL PAGE CARRY OVER DAILY TOTAL WLDED DAILY CARRY OVER U b 2 A (, 2 LI L, 2 REVIEWED BY: C-)A'UIC����L DATE., 6, 2- 2.'o Project No. Project Name Start Date Project Location HALLATON ENVIRONMENTAL LININGS Geomembrane Seam Destructive Test Log 2011-29919 Material: HDPE Anson Landfill Phase 3 Cell 2 5/ 13/20 Polkton, NC 60 Mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 Welder ID Wedge Extruder Seam Strength Pass Tech N o Location Date Removed Fail ID d S o m a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF peel (ppi) IN/OUT Shear (ppi) 1 2 3 4 5 1 2 3 4 5 1 P-1-2 5/15/20 M#52 OC 860/500 108 116 119 108 135 172 166 175 168 170 P DL 125 135 133 114 115 2 P-4-5 5/15/20 M#55 GR 860/400 123 131 134 129 134 153 156 158 160 155 P DL 126 146 136 137 140 3 P-1-8 5/15/20 M#55 GR 860/500 133 139 114 113 122 162 172 170 168 169 P DL 115 124 122 126 123 4 P-8-9 5/15/20 M#52 OC 860/500 115 120 120 118 123 164 169 162 170 172 P DL 117 124 129 116 122 5 P-11-13 5/15/20 M#55 GR 860/500 131 117 111 122 123 160 171 167 172 170 P DL 111 117 112 123 125 6 P-9-11 5/15/20 M#52 OC 860/500 127 114 130 124 29 130 161 169 170 172 165 P DL 127 114 130 124 130 7 P-12-14 5/15/20 M#52 OC 860/500 108 109 118 107 116 159 170 169 168 170 P DL 124 119 126 105 123 8 P-14-16 5/15/20 M#55 GR 860/500 125 115 109 125 124 161 170 167 169 170 P DL 119 120 125 121 117 9 P-16-17 5/15/20 M#52 OC 860/500 127 125 118 120 128 164 173 172 170 165 P DL 106 127 122 122 131 10 P-18-20 5/15/20 M#55 GR 860/500 118 120 109 124 124 158 165 166 158 159 P DL 112 112 115 120 117 11 P-23-24 5/15/20 M#52 OC 860/500 127 133 129 114 118 170 177 169 172 173 P DL 116 115 119 136 137 Project No. Project Name Start Date Project Location HALLATON ENVIRONMENTAL LININGS Geomembrane Seam Destructive Test Log 2011-29919 Material: HDPE Anson Landfill Phase 3 Cell 2 5/ 13/20 Polkton, NC 60 Mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 Welder ID Wedge Extruder Seam Strength Pass Tech N o Location Date Removed Fail ID d S o m a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF peel (ppi) IN/OUT Shear (ppi) ;140 2 3 4 5 1 2 3 4 5 12 P-25-26 5/15/20 M#55 GR 860/400 138 124 124 138 157 167 159 159 173 P DL 3 128 134 141 134 13 P-26-27 5/18/20 M#52 OC 860/500 115 115 115 122 121 179 189 190 192 190 P PB 120 117 117 110 114 14 P-28-29 5/18/20 M#55 GR 860/500 140 135 142 145 131 195 187 191 198 204 P PB 163 134 127 126 167 15 P-29-31 5/18/20 M#52 OC 860/500 122 132 142 134 143 195 193 189 191 198 P PB 147 124 161 134 137 16 P-31-32 5/18/20 M#55 GR 860/500 142 148 138 143 131 190 188 183 191 198 P PB 124 129 135 119 130 17 P-34-35 5/18/20 M#55 GR 860/500 134 133 136 131 143 189 182 199 189 193 P PB 163 134 133 141 158 18 P-36-37 5/18/20 M#52 OC 860/500 126 126 128 129 125 196 180 192 195 198 P PB 128 133 125 123 134 19 P-39/40 7/30/20 M39 JL 860/500 109 125 116 116 119 154 149 152 152 169 P AA 129 119 129 125 126 20 P-41/43 7/30/20 M50 CE 860/550 119 120 117 131 119 147 151 146 152 146 P AA 113 119 124 123 124 21 P-38/39 7/30/20 M39 JL 860/500 116 118 119 113 118 155 155 164 167 158 P AA 128 122 125 127 123 22 P-46/48 7/30/20 M39 JL 860/500 121 112 125 116 122 151 146 154 151 160 P AA 111 107 111 105 109 Project No. Project Name Start Date Project Location HALLATON ENVIRONMENTAL LININGS Geomembrane Seam Destructive Test Log 2011-29919 Material: HDPE Anson Landfill Phase 3 Cell 2 5/ 13/20 Polkton, NC 60 Mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 Welder ID Wedge Extruder Seam Strength Pass Tech N o Location Date Removed Fail ID d S o m a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF peel (ppi) IN/OUT Shear (ppi) 1 2 3 4 5 1 2 3 4 5 23 P-44/46 8/1/20 M50 CE 860/550 130 125 126 155 129 171 171 169 169 170 P AA 117 129 128 124 128 24 P-50/52 7/30/20 M39 JL 860/550 111 108 112 112 112 158 156 146 159 157 P AA 117 114 117 114 123 25 P-47/48 7/30/20 M39 JL 860/550 114 120 114 115 128 166 169 155 160 162 P AA 142 114 124 121 119 26 P-52/54 7/30/20 M48 EM 860/550 117 128 122 120 117 160 161 159 157 163 P AA 131 120 129 126 120 27 P-56/58 7/30/20 M39 JL 860/550 115 113 120 129 116 153 152 147 168 163 P AA 120 131 122 125 118 28 P-60/61 7/30/20 M46 DS 860/550 127 115 115 106 119 165 159 163 169 156 P AA 135 123 118 131 129 29 P-61/64 7/30/20 M48 EM 860/550 132 136 122 139 127 164 167 158 163 161 P AA 114 117 135 114 123 30 P-48/50 7/30/20 M39 JL 860/500 111 108 118 118 116 153 152 148 156 149 P AA 117 116 118 121 111 31 P-48/50 7/30/20 M48 EM 850/600 119 123 106 125 129 154 152 152 148 150 P AA 109 139 118 136 119 32 P-63/65 7/30/20 M39 JL 860/500 126 121 112 113 120 149 150 147 152 156 P AA 99 1 121 125 125 119 33 P-67/69 7/30/20 M50 CE 850/600 124 112 116 141 107 152 155 153 160 159 P AA 118 113 118 133 128 Project No. Project Name Start Date Project Location HALLATON ENVIRONMENTAL LININGS Geomembrane Seam Destructive Test Log 2011-29919 Material: HDPE Anson Landfill Phase 3 Cell 2 5/ 13/20 Polkton, NC 60 Mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 Welder ID Wedge Extruder Seam Strength Pass Tech N o Location Date Removed Fail ID d S o m a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF peel (ppi) IN/OUT Shear (ppi) 1 2 3 4 5 1 2 3 4 5 34 P-70/72 7/30/20 M46 DS 860/550 114 115 122 118 124 147 154 153 149 152 P AA 126 116 131 130 138 35 P-74/75 8/3/20 M46 DS 860/500 130 140 136 123 133 170 171 171 157 159 P AA 143 134 117 134 142 36 P-74/76 8/3/20 M50 CE 860/500 139 138 129 129 135 160 164 170 177 169 P AA 149 147 142 141 117 37 P-78/80 8/3/20 M48 EM 860/500 120 124 117 121 120 170 174 177 167 163 P AA 106 111 117 120 118 38 P-82/83 8/3/20 M48 EM 860/500 128 122 129 134 127 171 172 175 168 170 P AA 137 138 124 122 125 39 P-83/84 8/3/20 M46 DS 860/500 121 118 127 112 123 168 169 177 170 169 P AA 129 124 122 121 139 40 P-84/86 8/3/20 M50 CE 860/500 118 111 124 120 120 176 167 175 179 180 P AA 133 1 34 160 149 137 41 P-85/87 8/3/20 M48 EM 860/500 139 133 136 117 110 169 168 173 175 167 P AA 125 122 123 125 132 42 P-87/88 8/3/20 M39 JL 860/500 149 142 120 125 126 184 181 178 179 180 P AA 123 128 139 145 136 43 P-90/91 8/3/20 M50 CE 860/500 123 121 134 137 129 171 171 165 169 169 P AA 130 123 125 137 138 44 P-93/94 8/3/20 M39 JL 860/450 135 124 116 112 117 160 159 163 170 172 P AA 105 129 145 137 123 Project No. Project Name Start Date Project Location HALLATON ENVIRONMENTAL LININGS Geomembrane Seam Destructive Test Log 2011-29919 Material: HDPE Anson Landfill Phase 3 Cell 2 5/ 13/20 Polkton, NC 60 Mil Thickness Project Seam Requirements Fusion: Extrusion: Peel: 91 Peel: 78 Shear: 120 Shear: 120 Tensiometer #: 15 N o Location Date Removed Welder ID Wedge Extruder Seam Strength Pass Fail Tech ID d S o m a O Temp/ Speed °F/fpm (or %max) Barrel/ Preheat OF/OF peel (ppi) IN/OUT Shear (ppi) ;125] 2 3 4 5 1 2 3 4 5 DX-1 P-74/76 8/23/20 X27 DS 550/550116 118 123 128 163 162 160 161 158 P AA DX-2 P-85/87 8/4/20 X5 JL 550/550 128 134 123 126 126 160 158 159 161 161 P AA 45 P-95/97 8/4/20 M48 EM 860/500 120 113 114 117 119 159 160 156 156 161 P AA 114 114 112 124 121 48 49 50 51 52 53 54 55 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 5/13/20 P-5-6 3:47 OC M#52 860 500 BOS EOS 80 30 30 4:36 4:41 JG 5/13/20 5/13/20 P-7-6 3:40 GR M#55 860 400 BOS EOS 22 30 30 4:35 4:40 JG 5/13/20 5/13/20 P-5-7 3:36 OC M#52 860 500 BOS EOS 100 30 30 4:35 4:40 JG 5/13/20 5/13/20 P-4-5 2:50 GR M#55 860 400 BOS EOS 23 30 30 4:20 4:25 JG 5/13/20 5/13/20 P-2-4 3:00 GR M#55 860 500 BOS EOS 35 30 30 4:26 4:31 JG 5/13/20 5/13/20 P-2-3 2:45 GR M#55 860 400 BOS EOS 23.5 30 30 4:28 4:33 JG 5/13/20 5/13/20 P-3-4 3:05 GR M#55 860 500 BOS EOS 40 30 30 4:27 4:32 JG 5/13/20 5/13/20 P-3-5 3:10 GR M#55 860 500 BOS EOS 182 30 30 4:42 4:47 JG 5/13/20 5/13/20 P-1-3 3:01 OC M#52 860 500 BOS EOS 223 30 29 4:45 4:50 JG 5/13/20 5/13/20 P-1-2 2:39 OC M#52 860 500 BOS EOS 108 30 30 1 4:46 4:51 JG 5/13/20 5/13/20 P-1-8 3:53 GR M#55 860 500 BOS EOS 369 30 30 5:00 5:05 JG 5/13/20 5/13/20 P-8-9 4:10 OC M#52 860 500 BOS EOS 371 30 30 4:58 5:03 JG 5/13/20 5/14/20 P-9-11 8:40 OC M#52 860 500 BOS EOS 254 30 30 4:15 4:20 JG 5/14/20 5/14/20 P-10-11 8:27 GR M#55 860 400 BOS EOS 23.5 30 30 4:14 4:19 JG 5/14/20 5/14/20 P-9-10 8:26 OC M#52 860 500 BOS EOS 118 30 30 3:43 3:48 JG 5/14/20 5/14/20 P-10-13 8:48 GR M#55 860 500 BOS EOS 119 30 30 3:45 3:50 JG 5/14/20 5/14/20 P-11-13 9:02 GR M#55 860 500 BOS EOS 30 30 30 4:19 4:24 JG 5/14/20 5/14/20 P-12-13 8:36 GR M#55 860 400 BOS EOS 23.5 30 29 4:22 4:27 JG 5/14/20 5/14/20 P-11-12 9:05 GR M#55 860 500 BOS EOS 224 30 30 4:20 4:25 JG 5/14/20 5/14/20 P-12-15 10:00 OC M#52 860 500 BOS EOS 32 30 30 4:30 4:35 JG 5/14/20 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 5/14/20 P-14-15 9:12 OC M#52 860 400 BOS EOS 23.5 30 29 4:28 4:33 JG 5/14/20 5/14/20 P-12-14 9:38 OC M#52 860 500 BOS EOS 192 30 30 4:23 4:28 JG 5/14/20 5/14/20 P-13-14 9:20 OC M#52 860 500 BOS EOS 151 30 30 3:47 3:52 JG 5/14/20 5/14/20 P-14-16 9:35 GR M#55 860 500 BOS EOS 345 30 30 3:50 3:55 JG 5/14/20 5/14/20 P-15-16 10:17 GR M#55 860 500 BOS EOS 33 30 30 4:27 4:32 JG 5/14/20 5/14/20 P-16-17 10:50 OC M#52 860 500 BOS EOS 72 30 30 4:35 4:40 JG 5/14/20 5/14/20 P-17-18 10:23 GR M#55 860 400 BOS EOS 23.5 30 30 4:36 4:41 JG 5/14/20 5/14/20 P-16-18 10:12 OC M#52 860 500 BOS EOS 308 30 30 3:53 3:58 JG 5/14/20 5/14/20 P-18-19 10:50 GR M#55 860 500 BOS EOS 182 30 30 3:55 4:00 JG 5/14/20 5/14/20 P-19-20 10:45 GR M#55 860 400 BOS EOS 23.5 30 29 1 4:49 4:54 JG 5/14/20 5/14/20 P-18-20 11:12 GR M#55 860 500 BOS EOS 128 30 30 4:50 4:55 JG 5/14/20 5/14/20 P-17-20 11:27 GR M#55 860 500 BOS EOS 72 30 30 4:38 4:43 JG 5/14/20 5/14/20 P-20-22 11:44 OC M#52 860 500 BOS EOS 89 30 30 4:42 4:47 JG 5/14/20 5/14/20 P-21-22 11:02 OC M#52 860 400 BOS EOS 23.5 30 29 4:43 4:48 JG 5/14/20 5/14/20 P-20-21 11:31 OC M#52 860 500 BOS EOS 109 30 30 4:51 4:56 JG 5/14/20 5/14/20 P-19-21 11:10 OC M#52 860 500 BOS EOS 184 30 30 3:58 4:03 JG 5/14/20 5/14/20 P-21-23 1:00 GR M#55 860 500 BOS EOS 295 30 30 4:00 4:05 JG 5/14/20 5/14/20 P-22-23 1:36 GR M#55 860 500 BOS EOS 89 30 30 4:44 4:49 JG 5/14/20 5/14/20 P-23-24 1:09 OC M#52 860 500 BOS EOS 387 30 30 4:02 4:07 JG 5/14/20 5/14/20 P-24-26 2:18 GR M#55 860 500 BOS EOS 290 30 30 4:57 5:02 JG 5/14/20 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 5/14/20 P-25-26 1:58 GR M#55 860 400 BOS EOS 23.5 30 29 4:58 5:03 JG 5/14/20 5/14/20 P-24-25 2:05 GR M#55 860 500 BOS EOS 97 30 30 4:05 4:10 JG 5/14/20 5/14/20 P-25-28 2:26 OC M#52 860 500 BOS EOS 98 30 30 4:07 4:12 JG 5/14/20 5/14/20 P-26-28 2:38 OC M#52 860 500 BOS EOS 190 30 30 4:59 5:04 JG 5/14/20 5/14/20 P-27-28 2:16 OC M#52 860 400 BOS EOS 23.5 30 29 5:01 5:06 JG 5/14/20 5/14/20 P-26-27 2:49 OC M#52 860 500 BOS EOS 197 30 30 5:00 5:05 JG 5/14/20 5/14/20 P-27-30 3:41 GR M#55 860 500 BOS EOS 87 30 30 5:13 5:18 JG 5/14/20 5/14/20 P-29-30 3:15 OC M#52 860 400 BOS EOS 23.5 30 30 5:14 5:19 JG 5/14/20 5/14/20 P-27-29 3:29 GR M#55 860 500 BOS EOS 108 30 30 5:03 5:08 JG 5/14/20 5/14/20 P-28-29 3:05 GR M#55 860 500 BOS EOS 192 30 30 1 4:08 4:13 JG 5/14/20 5/14/20 P-29-31 3:26 OC M#52 860 500 BOS EOS 304 30 30 5:06 5:11 JG 5/14/20 5/14/20 P-30-31 4:02 OC M#52 860 500 BOS EOS 87 30 30 5:15 5:20 JG 5/14/20 5/14/20 P-31-32 3:55 GR M#55 860 500 BOS EOS 393 30 30 5:07 5:12 JG 5/14/20 5/15/20 P-32-34 8:40 OC M#52 860 500 BOS EOS 297 30 30 9:40 9:45 JG 5/15/20 5/15/20 P-33-34 8:32 GR M#55 860 400 BOS EOS 23.5 30 29 9:15 9:20 JG 5/15/20 5/15/20 P-32-33 8:28 OC M#52 860 500 BOS EOS 97 30 30 9:18 9:23 JG 5/15/20 5/15/20 P-33-36 8:55 GR M#55 860 500 BOS EOS 98 30 30 9:21 9:26 JG 5/15/20 5/15/20 P-34-36 9:06 GR M#55 860 500 BOS EOS 113 30 30 9:37 9:42 JG 5/15/20 5/15/20 P-35-36 8:42 GR M#55 860 400 BOS EOS 23.5 30 29 9:48 9:53 JG 5/15/20 5/15/20 P-34-35 9:21 GR M#55 860 500 BOS EOS 185 30 30 9:47 9:52 JG 5/15/20 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 5/15/20 P-35-38 10:16 OC M#52 860 500 BOS EOS 120 30 30 1:32 1:37 JG 5/15/20 5/15/20 P-37-38 8:49 GR M#55 860 400 BOS EOS 23.5 30 29 10:04 10:09 JG 5/15/20 5/15/20 P-35-37 10:08 OC M#52 860 500 BOS EOS 65 30 30 10:21 10:26 JG 5/15/20 5/15/20 P-36-37 9:43 OC M#52 860 500 BOS EOS 212 30 30 10:13 10:18 JG 5/15/20 7/27/20 P-38/39 3:42 JL M39 860 550 BOS EOS 120 30 30 9:55 10:00 CL 7/30/20 7/27/20 P-39/41 2:13 JL M39 860 550 BOS EOS 314 30 29 9:23 9:28 CL 7/30/20 7/27/20 P-37/39 3:06 JL M39 860 550 BOS EOS 279 30 30 9:36 9:41 CL 7/30/20 7/27/20 P-40/41 1:55 JL M39 860 450 BOS EOS 23 30 29 9:39 9:44 CL 7/30/20 7/27/20 P-39/40 2:02 JL M39 860 550 BOS EOS 89 30 29 9:40 9:45 CL 7/30/20 7/27/20 P-40/42 2:50 CE M50 860 600 BOS EOS 87 30 30 9:42 9:47 CL 7/30/20 7/27/20 P-41/42 3:05 CE M50 860 600 BOS EOS 145 30 29 9:44 9:49 CL 7/30/20 7/27/20 P-42/44 4:05 IDS M46 860 600 BOS EOS 234 30 28 9:48 9:53 CL 7/30/20 7/27/20 P-44/46 4:20 CE M50 860 600 BOS EOS 257 30 29 2:02 2:07 CL 7/30/20 7/27/20 P-42/43 2:38 IDS M46 860 500 BOS EOS 23 30 30 9:51 9:56 CL 7/30/20 7/27/20 P-41/43 3:27 CE M50 860 600 BOSS 65BOSS 6 30 28 9:20 9:25 CL 7/30/20 7/27/20 P-41/43 3:29 CE M50 860 600 65BOSS EOS 167 30 29 9:16 9:21 CL 7/30/20 7/27/20 P-43/44 4:31 IDS M46 860 600 BOS EOS 15 30 30 9:58 10:03 CL 7/30/20 7/27/20 P-44/45 3:51 IDS M46 860 500 BOS EOS 23 30 30 2:04 2:09 CL 7/30/20 7/27/20 P-43/45 4:32 IDS M46 860 600 BOS EOS 153 30 30 9:13 9:18 CL 7/30/20 7/27/20 P-45/46 4:55 CE M50 860 600 BOSS EOS 64 30 29 2:01 2:06 CL 7/30/20 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 7/27/20 P-46/47 4:20 JL M39 860 400 BOSS EOS 23 30 30 1:54 1:59 CL 7/30/20 7/27/20 P-45/47 5:11 CE M50 860 600 BOSS EOS 89 30 30 9:11 9:16 CL 7/30/20 7/27/20 P-46/48 4:40 JL M39 860 400 BOSS EOS 320 30 28 1:51 1:56 CL 7/30/20 7/27/20 P-47/48 5:04 IDS M46 860 600 BOS EOS 71 30 29 1:53 1:58 CL 7/30/20 7/27/20 P-48/49 4:59 IDS M46 860 500 BOS EOS 23 30 30 1:47 1:52 CL 7/30/20 7/27/20 P-47/49 5:12 IDS M46 860 600 BOS EOS 18 30 28 9:09 9:14 CL 7/30/20 7/28/22 P-49/50 7:00 IDS M46 860 600 BOS EOS 19 30 29 9:07 9:12 CL 7/30/20 7/28/20 P-48/50 6:12 JL M39 860 500 BOSS 159'>BOSS 159 30 28 2:07 2:12 CL 7/30/20 7/28/20 P-48/50 6:30 EM M48 860 550 159'>BOSS 2335BOSS 233 30 29 2:06 2:11 CL 7/30/20 7/28/20 P-48/50 6:30 IDS M46 860 550 2335BOSS EOS 392 30 29 1:46 1:51 CL 7/30/20 7/28/20 P-50/52 10:24 JL M39 860 500 BOSS EOS 372 30 29 1:39 1:44 CL 7/30/20 7/28/20 P-52/54 10:58 EM M48 860 600 BOSS EOS 305 30 30 1:31 1:36 CL 7/30/20 7/28/20 P-51/52 10:15 EM M48 860 550 BOSS EOS 23 30 30 1:37 1:42 CL 7/30/20 7/28/20 P-50/51 11:18 JL M39 860 500 BOSS EOS 48 30 28 9:04 9:09 CL 7/30/20 7/28/20 P-53/54 10:58 IDS M46 860 500 BOSS EOS 23 30 29 1:27 1:32 CL 7/30/20 7/28/20 P-52/53 11:48 EM M48 860 600 BOSS EOS 115 30 29 1:34 1:39 CL 7/30/20 7/28/20 P-51/53 12:00 EM M48 860 600 BOSS EOS 48 30 29 9:02 9:07 CL 7/30/20 7/28/20 P-53/55 11:50 JL M39 860 500 BOSS EOS 116 30 28 8:59 9:04 CL 7/30/20 7/28/20 P-55/57 3:24 JL M39 860 500 BOSS EOS 178 30 29 8:55 9:00 CL 7/30/20 7/28/20 P-54/55 11:40 JL M39 860 500 BOSS EOS 63 30 28 1:25 1:30 CL 7/30/20 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 7/28/20 P-55/56 11:32 JL M39 860 500 BOSS EOS 23 30 30 1:21 1:26 CL 7/30/20 7/28/20 P-54/56 11:31 IDS M46 860 500 BOSS EOS 245 30 29 1:23 1:28 CL 7/30/20 7/28/20 P-56/57 3:15 JL M39 860 500 BOSS EOS 62 30 29 1:15 1:20 CL 7/30/20 7/28/20 P-57/58 2:59 IDS M46 860 500 BOSS EOS 23 30 30 1:12 1:17 CL 7/30/20 7/28/20 P-56/58 2:47 JL M39 860 500 BOSS EOS 182 30 30 1:13 1:18 CL 7/30/20 7/28/20 P-58/60 3:18 EM M48 860 600 BOSS EOS 121 30 29 12:47 12:52 CL 7/30/20 7/28/20 P-60/62 4:09 IDS M46 860 500 BOSS EOS 50 30 29 1:08 1:13 CL 7/30/20 7/28/20 P-61/62 3:49 IDS M46 860 500 BOSS EOS 23 30 30 1:06 1:11 CL 7/30/20 7/28/20 P-60/61 4:17 IDS M46 860 500 BOSS EOS 62 30 29 12:43 12:48 CL 7/30/20 7/28/20 P-59/60 3:19 IDS M46 860 500 BOSS EOS 23 30 30 1 12:45 12:50 CL 7/30/20 7/28/20 P-58/59 3:39 EM M48 860 600 BOSS EOS 58 30 30 12:51 12:56 CL 7/30/20 7/28/20 P-59/61 4:28 IDS M46 860 500 BOSS EOS 299 30 29 8:50 8:55 CL 7/30/20 7/28/20 P-57/59 3:50 EM M48 860 600 BOSS EOS 241 30 30 8:52 8:57 CL 7/30/20 7/28/20 P-62/64 5:11 EM M48 860 600 BOSS EOS 51 30 30 1:03 1:08 CL 7/30/20 7/28/20 P-61/64 5:20 EM M48 860 600 BOSS EOS 193 30 29 12:04 12:09 CL 7/30/20 7/28/20 P-63/64 5:02 JL M39 860 500 BOSS EOS 23 30 30 8:43 8:48 CL 7/30/20 7/28/20 P-61/63 5:57 EM M48 860 600 BOSS EOS 171 30 29 8:45 8:50 CL 7/30/20 7/29/20 P-64/65 9:42 JL M39 860 450 BOSS EOS 238 30 30 11:48 11:53 CL 7/30/20 7/29/20 P-65/67 9:55 IDS M46 860 550 BOSS EOS 404 30 29 11:45 11:50 CL 7/30/20 7/29/20 P-63/65 10:15 JL M39 1160 450 BOSS EOS 172 30 29 8:42 8:47 CL 7/30/20 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 7/29/20 P-66/67 10:25 CE M50 860 450 BOSS EOS 23 30 29 8:30 8:35 CL 7/30/20 7/29/20 P-65/66 11:09 DS M46 860 550 BOSS EOS 86 30 30 8:32 8:37 CL 7/30/20 7/29/20 P-66/68 12:05 CE M50 860 550 BOSS EOS 85 30 30 8:26 8:31 CL 7/30/20 7/29/20 P-68/70 11:45 DS M46 860 550 BOSS EOS 178 30 29 8:17 8:22 CL 7/30/20 7/29/20 P-67/68 11:55 CE M50 860 550 BOSS EOS 93 30 29 8:14 8:19 CL 7/30/20 7/29/20 P-68/69 1:27 JL M39 860 450 BOSS EOS 23 30 30 8:16 8:21 CL 7/30/20 7/29/20 P-67/69 11:20 CE M50 860 550 BOSS EOS 210 30 29 11:42 11:47 CL 7/30/20 7/29/20 P-69/70 12:30 JL M39 860 500 BOSS EOS 94 30 30 11:35 11:40 CL 7/30/20 7/29/20 P-70/71 11:45 JL M39 860 500 BOSS EOS 23 30 30 11:31 11:36 CL 7/30/20 7/30/20 P-69/EXT-1 11:56 EM M48 860 400 BOSS EOS 16 30 29 12:54 12:59 CL 7/30/20 7/30/20 P-71/EXT-1 12:06 EM M48 860 400 BOSS EOS 16 30 29 12:55 1:00 CL 7/30/20 7/30/20 P-71/69 1:15 JL X5 550 550 BOSS EOS 12 EXTRSUION EM 7/30/20 7/29/20 P-69/71 12:00 JL M39 860 500 BOSS EOS 78 30 29 1 11:39 11:44 CL 7/30/20 7/28/20 P-49/EXST 5:52 00 X27 550 550 BOSS EOS 13 EXTRSUION EM 7/30/20 7/28/20 P-47/EXST 5:55 00 X27 550 550 BOSS EOS 23 EXTRSUION EM 7/30/20 7/28/20 P-45/EXST 6:03 00 X27 550 550 BOSS EOS 23 EXTRSUION EM 7/30/20 7/28/20 P-43/EXST 6:12 00 X27 550 550 BOSS EOS 23 EXTRSUION EM 7/30/20 7/28/20 P-41/EXST 6:21 00 X27 550 550 BOSS EOS 23 EXTRSUION EM 7/30/20 7/28/20 P-39/EXST 6:33 00 X27 550 550 BOSS EOS 23 EXTRSUION EM 7/30/20 7/30/20 P-49/EXST 11:20 DS X27 550 550 EOS BOSS 9 EXTRSUION EM 7/30/20 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 7/30/20 P-50/EXST 11:05 IDS X27 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-51/EXST 10:41 IDS X27 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-53/EXST 10:22 IDS X27 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-55/EXST 10:11 IDS X27 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-57/EXST 9:59 DS X27 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-59/EXST 12:00 IDS X27 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-61/EXST 9:38 IDS X27 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-63/EXST 10:17 JL X5 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-65/EXST 1:00 JL X5 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-66/EXST 9:42 JL X5 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-68/EXST 9:30 JL X5 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-70/EXST 10:54 JL X5 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-72/EXST 10:45 JL X5 550 550 EOS BOSS 23 EXTRSUION EM 7/30/20 7/30/20 P-71/72 9:05 EM M48 860 400 BOSS EOS 105 30 29 11:33 11:38 CL 7/30/20 7/30/20 P-70/72 9:15 EM M48 860 400 BOSS EOS 273 30 29 11:28 11:33 CL 7/30/20 7/30/20 P-72/73 10:04 EM M48 860 500 BOSS EOS 368 30 30 11:21 11:26 CL 7/30/20 7/31/20 P-73/75 6:42 IDS M46 860 500 BOSS EOS 247 30 29 1 7:58 8:03 CL 8/1/20 7/31/20 P-73/74 7:27 IDS M46 860 500 BOSS EOS 110 30 29 7:49 7:54 CL 8/1/20 7/31/20 P-74/75 11:50 CE M46 860 450 BOSS EOS 23 30 30 7:51 7:56 CL 8/1/20 7/31/20 P-75/77 12:55 CE M50 860 550 BOSS EOS 112 30 29 8:05 8:10 CL 8/1/20 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 7/31/20 P-75/76 1:14 CE M50 860 550 BOSS EOS 128 30 28 8:00 8:05 CL 8/1/20 7/31/20 P-74/76 1:38 CE M50 860 550 BOSS EOS 111 30 28 7:44 7:49 CL 8/1/20 7/31/20 P-77/78 1:40 IDS M46 860 550 BOSS EOS 110 30 29 8:04 8:09 CL 8/1/20 7/31/20 P-76/78 1:55 IDS M46 860 550 BOSS EOS 239 30 29 8:01 8:06 CL 8/1/20 7/31/20 P-78/80 12:18 EM M48 860 500 BOSS EOS 344 1 30 30 7:40 7:45 CL 8/1/20 7/31/20 P-78/79 2:33 EM M48 860 500 BOSS EOS 27 30 29 1 7:34 7:39 CL 8/1/20 7/31/20 P-79/80 1:29 EM M48 860 450 BOSS EOS 23 30 30 7:32 7:37 CL 8/1/20 7/31/20 P-80/82 3:50 CE M50 860 550 BOSS EOS 164 30 30 7:21 7:26 CL 8/1/20 7/31/20 P-80/81 4:15 CE M50 860 550 BOSS EOS 176 30 29 7:24 7:29 CL 8/1/20 7/31/20 P-81/82 3:20 EM M48 860 450 BOSS EOS 23 30 30 7:19 7:24 CL 8/1/20 7/31/20 P-79/81 4:25 EM M48 860 550 BOSS EOS 27 30 28 7:29 1 7:34 CL 8/1/20 7/31/20 P-82/83 3:55 EM M48 860 450 BOSS EOS 163 30 28 7:16 7:21 CL 8/1/20 7/31/20 P-81/83 4:23 EM M48 860 450 BOSS EOS 176 30 29 7:12 7:17 CL 8/1/20 7/31/20 P-76/77 12:50 CE M50 860 550 BOSS EOS 23 30 30 8:03 8:08 CL 8/1/20 7/31/20 P-83/84 4:33 IDS M46 860 550 BOSS EOS 322 30 29 7:48 7:53 CL 8/3/20 7/31/20 P-84/86 5:32 CE M50 860 550 BOSS EOS 154 30 29 7:04 7:09 CL 8/1/20 7/31/20 P-84/85 5:55 CE M50 860 550 BOSS EOS 161 1 30 30 7:09 7:14 CL 8/1/20 7/31/20 P-85/86 5:30 EM M48 860 450 BOSS EOS 23 30 30 7:02 7:07 CL 8/1/20 7/31/20 P-85/87 6:31 EM M48 860 550 BOSS EOS 162 30 29 6:58 7:03 CL 8/1/20 7/31/20 P-86/87 6:03 EM M48 860 550 BOSS EOS 150 30 28 7:00 7:05 CL 8/1/20 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 7/31/20 P-87/88 6:38 JL M39 860 500 BOSS EOS 305 30 30 7:40 7:45 CL 8/3/20 7/31/20 P-88/89 7:18 EM M48 860 550 BOSS EOS 182 30 29 6:39 6:44 CL 8/1/20 7/31/20 P-88/90 7:40 CE M50 860 550 BOSS EOS 114 30 30 6:57 7:02 CL 8/1/20 7/31/20 P-89/90 7:43 JL M39 860 500 BOSS EOS 23 30 29 6:43 6:48 CL 8/1/20 8/1/20 P-89/91 8:25 CE M50 860 550 BOSS EOS 182 1 30 29 6:33 6:38 CL 8/1/20 8/1/20 P-90/91 8:00 CE M50 860 550 BOSS EOS 113 30 28 1 6:36 6:41 CL 8/1/20 8/1/20 P-91/92 10:07 IDS M46 860 550 BOSS EOS 289 30 30 6:28 6:33 CL 8/1/20 8/1/20 P-92/93 10:27 JL M39 860 500 BOSS EOS 208 30 29 6:25 6:30 CL 8/1/20 8/1/20 P-93/104 3:30 IDS M46 860 550 BOSS EOS 18 30 28 4:37 4:42 CL 8/1/20 8/1/20 P-103/104 3:01 EM M48 860 450 BOSS EOS 21 30 29 9:36 9:41 CL 8/1/20 8/1/20 P-93/103 3:26 IDS M46 860 450 BOSS EOS 24 30 30 4:40 1 4:45 CL 8/1/20 8/1/20 P-102/103 3:04 IDS M46 860 550 BOSS EOS 47 30 30 4:46 4:51 CL 8/1/20 8/1/20 P-93/102 3:20 IDS M46 860 400 BOSS EOS 23 30 29 4:47 4:52 CL 8/1/20 8/1/20 P-101/105 3:00 CE M50 860 550 BOSS EOS 51 30 30 4:56 5:01 CL 8/1/20 8/1/20 P-95/105 3:41 CE M50 860 550 BOSS EOS 23 30 29 4:57 5:02 CL 8/1/20 8/1/20 P-92/94 1:26 JL M39 860 500 BOSS EOS 74 30 30 6:20 6:25 CL 8/1/20 8/1/20 P-93/94 1:17 JL M39 860 400 BOSS EOS 23 30 30 6:18 6:23 CL 8/1/20 8/1/20 P-93/95 1:45 CE M50 860 550 BOSS 495BOSS 49 30 30 5:19 5:24 CL 8/1/20 8/1/20 P-93/95 1:50 CE M50 860 550 49'>BOSS EOS 80 30 28 5:20 5:25 CL 8/1/20 8/1/20 P-94/95 2:05 CE M50 860 550 BOSS EOS 74 30 29 6:17 6:22 CL 8/1/20 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 8/1/20 P-105/106 3:15 CE M50 860 550 BOSS EOS 47 30 29 5:02 5:07 CL 8/1/20 8/1/20 P-96/106 3:45 IDS M46 860 450 BOSS EOS 23 30 30 5:05 5:10 CL 8/1/20 8/1/20 P-95/96 1:53 EM M48 860 550 BOSS EOS 47 30 30 5:06 5:11 CL 8/1/20 8/1/20 P-95/97 2:05 EM M48 860 550 BOSS EOS 121 30 29 3:18 3:23 CL 8/1/20 8/1/20 P-96/97 1:45 EM M48 860 450 BOSS EOS 23 1 30 30 5:13 5:18 CL 8/1/20 8/1/20 P-97/98 2:21 JL M39 860 500 BOSS EOS 53 30 29 1 5:15 5:20 CL 8/1/20 8/1/20 P-97/99 2:30 JL M39 860 500 BOSS EOS 66 30 30 5:44 5:49 CL 8/1/20 8/1/20 P-98/99 2:14 JL M39 860 400 BOSS EOS 23 30 30 5:39 5:44 CL 8/1/20 8/1/20 P-99/100 2:14 IDS M46 860 550 BOSS EOS 68 30 29 5:41 5:46 CL 8/1/20 8/1/20 P-106/107 3:03 JL M39 860 500 BOSS EOS 40 30 28 5:07 5:12 CL 8/1/20 8/1/20 P-96/107 3:49 IDS M46 860 450 BOSS EOS 22 30 28 5:08 1 5:13 CL 8/1/20 8/1/20 P-107/108 3:12 JL M39 860 500 BOSS EOS 37 30 29 5:10 5:15 CL 8/1/20 8/1/20 P-98/108 3:54 IDS M46 860 450 BOSS EOS 23 30 30 5:11 5:16 CL 8/1/20 8/1/20 P-108/109 3:12 EM M48 860 550 BOSS EOS 35 30 29 5:29 5:34 CL 8/1/20 8/1/20 P-98/109 3:58 IDS M46 860 450 BOSS EOS 23 30 28 5:31 5:36 CL 8/1/20 8/1/20 P-109/110 3:22 EM M48 860 550 BOSS EOS 34 30 29 3:34 3:39 CL 8/1/20 8/1/20 P-98/110 4:02 IDS M46 860 450 BOSS EOS 23 30 30 5:36 5:41 CL 8/1/20 8/1/20 P-110/111 3:35 EM M48 860 550 BOSS EOS 32 30 28 5:46 5:51 CL 8/1/20 8/1/20 P-100/111 4:06 IDS M46 860 450 BOSS EOS 23 30 30 5:48 5:53 CL 8/1/20 8/1/20 P-111/112 3:37 JL M39 860 500 BOSS EOS 30 30 30 5:53 5:58 CL 8/1/20 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 8/1/20 P-100/112 4:10 IDS M46 860 450 BOSS EOS 23 30 28 5:54 5:59 CL 8/1/20 8/1/20 P-112/113 3:40 EM M48 860 550 BOSS EOS 29 30 29 5:57 6:02 CL 8/1/20 8/1/20 P-100/113 4:14 IDS M46 860 450 BOSS EOS 23 30 29 5:58 6:03 CL 8/1/20 8/1/20 P-113/114 3:55 EM M48 860 450 BOSS EOS 22 30 28 6:00 6:05 CL 8/1/20 8/1/20 P-100/R-153 2:09 IDS M46 860 400 BOSS EOS 5 1 30 28 6:06 6:11 CL 8/1/20 8/1/20 P-113/R-153 2:11 IDS M46 860 400 BOSS EOS 5 30 1 28 1 6:04 6:09 CL 8/1/20 8/1/20 P-114/EXST 5:30 JL X5 550 550 BOSS EOS 16 EXTRUSION EM 8/1/20 8/1/20 P-113/EXST 5:45 JL X5 550 550 BOSS EOS 6 EXTRUSION EM 8/1/20 8/1/20 P-100/EXST 5:54 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-99/EXST 6:15 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-97/EXST 6:24 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-95/EXST 6:32 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-94/EXST 6:39 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-92/EXST 6:49 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-91/EXST 7:01 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-89/EXST 7:12 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-88/EXST 7:21 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-87/EXST 7:29 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-85/EXST 7:38 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-84/EXST 7:47 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 HALLATON ENVIRONMENTAL LININGS Seaming and Non Destructive Test Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Start Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness : 60 mil WELD DATE SEAM # (P#/P#) WELD TIME TECH ID Machine ID Machine Temp Machine Speed or Preheat Start Point End Point Seam Length (Feet) Air Pressure Test or V-Box PSI Time Tech Date Start Finish Start Finish 8/1/20 P-83/EXST 7:58 JL X5 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/420 P-81/EXST 6:10 JL X27 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/420 P-79/EXST 5:30 JL X27 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/420 P-78/EXIST 6:47 JL X27 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/420 P-76/EXST 7:00 JL X27 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-74/EXST 8:21 IDS X27 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 8/1/20 P-73/EXST 8:32 IDS X27 550 550 BOSS EOS 23 EXTRUSION EM 8/1/20 Section 5 Geomembrane Defect, Repair, and Vacuum Test Log a PROJECT # : 204558 PROJECT DESCRIPTION: Anson Landfill Phase 3 cell 2 PROJECT LOCATION: Anson, NC DEFECT CODE DEFECT LOCATION SEAM, PANEL OR DEFECT CODE [DEFECT LOCATION DESCRIPTIC A f' i - f 9 S / % > r✓g �1 B C D Cj ►' S F nlC-a1 F ►I _ r3 l�' e( �C�s G J P !LI_ I� 1 6 1�-'r✓ SC-6s K 13 1 101. 0' s F N C-as M P (D 2 f o G N 2t'2`i 3S' P 2/'2( 12'w aE t�E�T Q -2C' R 29 S ;' 2 v' N (rcLs T P3 r'�Z SS' a� n�CaC W x P3b {'3-? 3� �� b� nlc�s Y /P� / }� ? 3 p&tilCti iST DEFECTS TYPES DX - EXTRUSION DESTRUCTIVE BO - BURNOUT ED - EQUIP. DAMAGE CO - CHANGE OF OVERLAP EXT - PANEL EXTENTION CUT - CUT FM - FISHMOUTH D - DAMAGE FS - FAILED SEAM CR - CREASE INT - INTERSECTION DF - FUSION DESTRUCTIVE 10 - INSUFFICIENT OVERLAP REVIEWED BY:. 5'q eC'� DATE: S - 20 a 20 OASIS CONSULTING SERVICES GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG OASIS DEFECTI DATE TYPE REMARKS OWNER: Wasteconnections ENGINEER: CEC INSTALLER: Hallaton Inc, PAGE# REPAIR VACUUM TEST DATE TYPE APPROX SIZE MACH ID # WELD TECH QA MON. DATE TECH ID P/F -QA MON. s-►� P aX-1 5-A ;_f7 A2 i 5-A -(i A-2 �' -5A 26 sA s-1`i Rz N �� �_►� 1' 3 ><i 2S S'A 3-i'1 Az rA s. i S -r 3 u `I 2-8 R,, SA s-i'l ,Az P SA s-Is 1' 3x1 2G`b j a SA _S-r) A-)- SA 3>0 ZU Ra 5A S—I-) AZ u f S-A 2S f o SA S- o Zf, 5 s-1S P 3k'1 2--b R- :YA s-( -) A.2- 5A S-IS P 3 x 1 29 A 13 SA S-n AZ- S4 -1s 3 2 � Aid 1 Sp S-ij A2 -A -_iS t' 3k'1 2 `► A)3 SA s_I-) Az f -A S-1s- 2S ?v .514 5-11 Az 'T4 s,rY- YA s-1`1 A2 s-A -)S SA S,1`I Az t' VA r 1 2-el AJ; SA s.1-1 Qz P sA 1 z9 Av sA s-1-) az r s�A PT - PRESSURE TEST CUT T - THREE PANEL INTERSECTION VL - VACCUM LEAK WR - WRINKLE WS - WELDER RESTART OTHER OTHER REPAIR TYPES P - PATCH C - CAP IRS - RECONSTRUCTED SEAM G&W - GRIND AND WELD PROJECT # : 204558 PROJECT DESCRIPTION : Anson Landfill Phase 3 cell 2 PROJECT LOCATION: Anson. NC OASIS CONSULTING SERVICES GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG OWNER: Wasteconnections OASIS ENGINEER: CEC INSTALLER: Hallaton Inc, PAGE# REPAIR VACUUM TEST DEFECT CODE DEFECT LOCATION DEFECT TYPE DATE REMARKS DATE S12E .T�jpc MACH ID # WELD TECH QA MON. DATE TECH ID I P/F QA MON. SEAM, PANEL OR DEFECT CODE DEFECT LOCATION DESCRIPTION A �3�I� /�7j 3 }���v�a �4st- T -h�_Zo S-tS �x3 P 2`i Air SA S-il B sa3 `2I Ap sR S_(j k) t' S;q C It/ 22/ P3 3 }i��:� 1ITV S, +�( S-t; 3x3 l� 2'I A -YA S-1-I Az t' SA D Pct/ f16/ PH 3 N n�_l 1 hT T S -!'f s_ rb 3>c� r z g It 0 sA S-1-1 A2 N sA F j' 1 a % i ! ?Q 3 p ,,,I'l h'I -T - ! '{ S _ I' 6 3 k 3I PLO I SA G (Z(f,O 3 p"k h-v T S-1c �X2 P Z-°F AR SA 5-11 H 12/P13/ h - �s s.l'� 3X'3 p 7g Ro sA S-�� J C'X/f1<1Oil I hT -- S SA j-11 A � Sq K 6-Y�/ 20 �o'G- �� ` C-✓ j Lj s�k� 'ty J' 251 M '12�1'14/p�� 3-Qct�,� ry)-T -'' a- S-Ia Zk2 1' 28• 12a N p sA s-►� A2 Sn P l'I I�1��1 3 .h� \'\ 5.11 S�I� 3X3 (' C A2 Q P+� / PISI �° 3 F'��< <� �` s— �� ;_i; 31c3 P 2 �+ Ag S14 S.-1 SA R PIS/ P141N2� f-4,q ,_rk 3kz p 21 Aft SA S �19+�L�lF'24 3 P4 iZoI -s-A 5=� Fl ►' SA T 5.-16 _�*4 I' sA W p v/ f Z 2-/ f 2-3 � +� R�" s' �. I j s E` 3 K W f' 128 12 a X }�3Z }'32/i'3y �uv� I +1 1' - �� �: v 3>f 3P 12!IS SA S-11 Jv► Y p 33/ F)k/>'34 1�( �h� 1 _ J % I I; 3 k3 P `2 A B SA 5-1-) A� SA DEFECTS TYPES DX - EXTRUSION DESTRUCTIVE PT - PRESSURE TFST CUT RFPAIR TVPFC, BO-BURNOUT CO - CHANGE OF OVERLAP CUT - CUT D - DAMAGE CR - CREASE DF - FUSION DESTRUCTIVE REVIEWED BY:, DATE: ED - EQUIP. DAMAGE EXT - PANEL EXTENTION FM - FISHMOUTH FS - FAILED SEAM INT - INTERSECTION 10 - INSUFFICIENT OVERLAP T -THREE PANEL INTERSECTION VL - VACCUM LEAK WR - WRINKLE WS - WELDER RESTART OTHER OTHER P - PATCH C - CAP RS - RECONSTRUCTED SEAM G&W - GRIND AND WELD PROJECT # : 204558 PROJECT DESCRIPTION : Anson Landfill Phase 3 cell 2 PROJECT LOCATION: Anson, NC OASIS CONSULTING SERVICES GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG OWNER: Wasteconnections OASIS ENGINEER: CEC INSTALLER: Hallaton Inc, PAGE# `3 REPAIR VACUUM TEST DEFECT CODE DEFECT LOCATION DEFECT TYPE DATE REMARKS DATE TYPE APPROX SIZE MACH ID # WELD TECH QA MON. DATE TECH ID P/F QA MON. SEAM, PANEL OR DEFECT CODE DEFECT LOCATION DESCRIPTION A /P3- 3 1Y�1 sA B P \T T S — � > ;-I`) P 3xy 21 4� sA 5-�� AZ SA C I rT -T 5-1'1 1-3 3�jc 3 2� 0� SJl S-1`) z P, sA D E)k/ 23 I�' E -(_ wces F 1C/ Pz� Iv/� a(-wC-oS Igo -I�^ -11 2�2 2 p 9 AZ S� G FX/ I'32 o f wcos 130 _��— s-I� z°z 2'1 cis Sx. T' A� P sA H 5. w C""nz(' to IX IS p S- i- .r41 S--1y A2 p SA J P 3 cl / p't d l a' N z F SE-°s k1 F 9' 1- Z? `N -2-1 SC Sh c e � S Ic 4�A b�-2& l- z-� _ 3x ce Ala M "10's- ac--f qF_-'), 1 _1-� �_L 1 3X-j 5 aL SA 5- k a SA N 4q'1 I' ??sC-u 0E--23 1=Z-3 _2 P �X-? Cr- P Is -A P ,'/r's 2 2Sv"5 of NC°s Ur-1 -2� Z ►' 3Y� 2`1 ::A ?3"� Q r�-qci elf r��' S ° (- n���ms p� �z �-2� .2� Q 3-x� 2� bS- R �y�if'LIS [ma's a UC-� �-Z P 3x� j 3L :5 5-1 GE s�1 S l��2/ P��{ (� �tv��s E �S I i C j �� 2� 'I-2� r�_2q (_Cci 1' 3X7 :yL T �� / $� 8�'r� a F Sc�� vFr2� �r� -2`� p 3X1 :y sl1 q�l P s� N/ P E'6, rG 32 " S o f nl C �s b F�2� 2� �. 2y 3 X'1 2� hJ T SA j- I Cf X R(av� ol 4F.2' -i^�c ?-2-► f 3ac� J �L z�'A $-I % P Y 'zi- o'.P �' l�'•J �` a-r Ar&s t�6 1 2g -25 1' 3 k3 J 1� L I sA ILL,( j C.- DEFECTS TYPES DX - EXTRUSION DESTRUCTIVE PT- PRESSURE TEST CUT REPAIR TYPES BO-BURNOUT CO - CHANGE OF OVERLAP CUT - CUT D - DAMAGE CR - CREASE DF - FUSION DESTRUCTIVE ED - EQUIP. DAMAGE EXT - PANEL EXTENTION FM - FISHMOUTH FS - FAILED SEAM INT - INTERSECTION 10 - INSUFFICIENT OVERLAP REVIEWED BY : 5-A&�-Lt> 6&4614 02. l DATE : -9 — 2 — 26 T - THREE PANEL INTERSECTION VL - VACCUM LEAK WR- WRINKLE WS - WELDER RESTART OTHER OTHER P - PATCH C - CAP RS - RECONSTRUCTED SEAM G&W - GRIND AND WELD PROJECT # : 204558 PROJECT DESCRIPTION: Anson Landfill Phase 3 cell 2 PROJECT LOCATION: Anson, NC OASIS CONSULTING SERVICES GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG OASIS DEFECT CODE DEFECT LOCATION DEFECT TYPE DATE SEAM, PANEL OR DEFECT CODE DEFECT LOCATION DESCRIPTION A P B f/ C y� 3 q / Lf o- � q j D � o/ -1, 2 3 P&q F rl `���13 3>� �v"\- G 4 10/'ice/ K 3 L K '1 b/ ,q 4-7 M ZY G'/' Y t' Y 8 L N 4 i( qS/ W ') 3 'Art 1 yAx 4 S�i�� /� 6J � �ti� 1•h7- Y �_ z� R S"" /� !'/� 7 3 �� ('►art- 1 .28 T W e?'S e/-S2 X 15 1 / 2/ S_�> DEFECTS TYPES DX - EXTRUSION DESTRUCTIVE BO - BURNOUT ED - EQUIP. DAMAGE CO - CHANGE OF OVERLAP EXT - PANEL EXTENTION CUT -CUT FM - FISHMOUTH D - DAMAGE FS - FAILED SEAM CR - CREASE INT - INTERSECTION DF - FUSION DESTRUCTIVE 10 - INSUFFICIENT OVERLAP REVIEWED BY: DATE: 9 _ 2 _ 2d REMARKS OWNER: Wasteconnections ENGINEER: CEC INSTALLER: Hallaton Inc, PAGE# REPAIR DATE TYPE APPROX MACH WELD QA SIZE ID # TECH MON. VACUUM DATE TECH ID TEST P/F QA MON. 3•X _1 S- 5L I S A 8-1 I C€ I P SA 1_2 3k-� S :'•t, sA g.l C6 13 SA 3k4 L S� �b_► C� P S,4 Cc- p S,I `l_24 3xy c J� SA �- I CE s -2c) kq S Cr- P rq 3 k 3 S� sA $ _ r Cc -2 3 k s,A �( Ce- I� sA s'A .1 C'6 P S� sA g - I C& ? rp _2� 3 X 2-1 b5 sA g,_ f Ce 3 SA 0 S j LL SA 4, _f cE �a - P 3 x q AS SA - r - ? bs SA / s (b bs 5A - 1 CE bs sA �,-I CG 5L ��—I g�I x3 s s� sA CE P PT - PRESSURE TEST CUT T -THREE PANEL INTERSECTION VL - VACCUM LEAK WR - WRINKLE WS - WELDER RESTART OTHER OTHER KtF'AIK I YF't5 P - PATCH C - CAP RS - RECONSTRUCTED SEAM G&W - GRIND AND WELD PROJECT # : 204558 PROJECT DESCRIPTION : Anson Landfill Phase 3 cell 2 PROJECT LOCATION: Anson, NC OASIS CONSULTING SERVICES GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG OASIS DEFECT CODE DEFECT LOCATION DEFECT TYPE DATE I SEAM, PANEL OR DEFECT CODE DEFECT LOCATION DESCRIPTION B D 6- 614-L G 3/O H l'Clr/ b- Ka J b/tom 3 I'Z 1iq7r 1- -1_ 29 K 6 ('t 4-1 M P l�' � -1 2 � r,5 'vc- ` - 2 g R CA „/ 57 3 ►4 - l rn-,r T -i _ 2-g S "Y'r /tc p,,)L I h i T '(T-Ct (b i f 1 'LT w )((' 'V�:v �' - 2� x ►-tom Z_2y v EX / b i'6 6 3 f i t"-r DEFECTS TYPES DX - EXTRUSION DESTRUCTIVE BO - BURNOUT ED - EQUIP. DAMAGE CO - CHANGE OF OVERLAP EXT - PANEL EXTENTION CUT - CUT FM - FISH MOUTH D - DAMAGE FS - FAILED SEAM CR - CREASE INT - INTERSECTION DF - FUSION DESTRUCTIVE 10 - INSUFFICIENT OVERLAP REVIEWED BY: SAGG-b A 84�0) .lpa✓,�_ DATE: 9 2_ 2a REMARKS OWNER: Wasteconnections ENGINEER: CEC INSTALLER: Hallaton Inc, PAGE# J REPAIR VACUUM TEST DATE TYPE APPROX SIZE MACH ID It WELD TECH CIA MON. DATE TECH ID P/F OA MON. X3 S 3-L �A s, -2 cC 9 S{l 3L -3A 5--2 C4 P SA 3lcy Stl Ce 37 A 9 _2, C 6 Sj` - r CC N s� 8-( 3h3 2� vs s(a B-2 CC 11' rA P 3u3 S SC- sA a-z CC 3L 59 g_z Cc p S� 3x 3 SL .A _2 CC- 5 a 5A 2`) bS S( �_2- CC- Sfl b l 3'x 6' 2� 03- SP $-2 J. a S-Q $-2 Y-4 S- 3L 5,4 _2 Cc- p -SA- Pt- SA _2 CG 3ky S 3C Sty-2 Lc- w-� I' ���/Cc- ��1�oy 21 5A PT - PRESSURE TEST CUT T -THREE PANEL INTERSECTION VL - VACCUM LEAK WR-WRINKLE WS - WELDER RESTART OTHER OTHER REPAIR TYPES P - PATCH C - CAP RS - RECONSTRUCTED SEAM G&W - GRIND AND WELD PROJECT # : 204558 PROJECT DESCRIPTION : Anson Landfill Phase 3 cell 2 DRniCrT I nrATIMI • Ancnn Nr OASIS CONSULTING SERVICES GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG OWNER: Wasteconnections OASIS ENGINEER: CEC INSTALLER: Hallaton Inc, PAGE# REPAIR VACUUM TEST DEFECT CODE DEFECT LOCATION DEFECT TYPE DATE REMARKS DATE TYPE APPROX SIZE MACH ID # WELD TECH QA MON. DATE TECH ID P/F QA MON. SEAM, PANEL OR DEFECT CODE DEFECT LOCATION DESCRIPTION A 24_�o d- ► P 3X3 Z-1 As I YA 2,-2 CE p SQ B C-)t Its t-I °, "l r Yt 4 I - 2 �i `o= I 3 ky 2"i DS 5A �i-2 CG P SP c f 63/'�6 2l� �V ��S 3x% 2i bs D �6�P��� I��is tiFn�'E�s us33 �_2� -1 ,� � � 2-1 lls s-Z F 1' � `7- 2 2 `? - I 3 k -1 2 � D S Sf1 - Z Cc SA G 1'T9l P-? ro` We'S DF3S �_ 2`I g.l 3 X1 'z1 b-5' -2 H f H / ? -I & 0r'-. S L S i 6 ,2 C& J �p�� (+ br---�7 3C S1 Ss2 CC- Sr1 K P921 P8-3 2�' ry � 1=s�a1 �t=_38 �-2`7 v-I I' 3�7 � 3L SA f,.z CC M I'g� / r8 2�� �t= niCo� u�Y3 ?_ 2� v_ I �' 3#c? S e ,2 CC S N )K/-> Q� 2�' ` '64-N6-1 U�-yx �_2`2 -I j' 3k� J L Siff ,2 �L- P GS( E— "n/ c% St-o-s 2'i SIA -L -.2 Cc-, S",1 Q f 1 '-?/ PB' 8 2 " n/ 1 f s c-s 1 65''4 2 '1- 2q -I 3 1. s A 2,.- z CG s�1 R t' 1.1' 1� °� Z Q � N � � SC ° s AIJ� `t� -1 _ 2— - 0 1p L 3'� S -L C-G 51a S i (I / 1' q tt R I' c- o F wL-�1 F.�j , 2`p $- I j' 3 1 2� JL YA eb . 2 C6 � S� T / 1� �1 `1 J ni ' i S Fps �l r'1`) _ Zq 8-1 p 3 7 2'1 S L S is .z uI '-A W1(- - `b `�� I ►� 3 K J J L Sk 1 Z Cr' S A 3 PL DEFEC f 5 1 YPL5 BO-BURNOUT CO - CHANGE OF OVERLAP CUT - CUT D - DAMAGE CR - CREASE DF - FUSION DESTRUCTIVE DX - EXTRUSION DESTRUCTIVE ED - EQUIP. DAMAGE E)(T - PANEL EXTENTION FM - FISHMOUTH FS - FAILED SEAM INT - INTERSECTION 10 - INSUFFICIENT OVERLAP REVIEWED BY : DATE: 9-2- 2A PT - PRESSURE TEST CUT T - THREE PANEL INTERSECTION VL - VACCUM LEAK WR - WRINKLE WS - WELDER RESTART OTHER OTHER KtYNIK I TrtJ P - PATCH C - CAP IRS - RECONSTRUCTED SEAM G&W - GRIND AND WELD PROJECT # : 204558 PROJECT DESCRIPTION : Anson Landfill Phase 3 cell 2 PROiFCT I CICATICIN • Ancnn NC OASIS CONSULTING SERVICES GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG OWNER: Wasteconnections OASIS ENGINEER: CEC Ic INSTALLER: Hallaton Inc, PAGE# REPAIR VACUUM TEST DEFECT CODE DEFECT LOCATION DEFECTJ TYPE DATE REMARKS DATE TYPE APPROX SIZE MACH ID # WELD TECH QA MON. DATE TECH ID P/F QA MON. SEAM, PANEL OR TDEFECT DEFECT CODE LOCATION DESCRIPTION A P-1 P S' 144 27 05 sA `-2 B I•o�.� �� w�%; !�� `►-3� - I I� �kli 21 u5 S cc- P y,11 C C- I6 / ? a / 12 l �'•/ >' ► �� T `io� I ►' k D C4- 11 ,L t 3-a 3v 2'1 pS SA S�2 CE � S11 F C-V _t3 T >i 4 S a G :3 S r� -2 cc Ski H 1. 30 34- SA 5-2- 1 ►1 T _3a-! 3 X� 3L 5�1 2.z C� 1' sA K p '>•7t- t. M h T 1_ a ► 3 x 3 .S -3 L SA S- 2 CC t sA N C7- 3 _ S SA u 2 CC- S(I P CI'3/I014 1-0 rxT IT i_14 L SA 6-2 (� Q I a I/ I o 3 3 1'--� t,,Y t Z _3 a DS sA u .21 C( P. rA R I o1 / Ia j / .3 nr 1 0 $-( y 3k3 2�? 15S 5p .2 CG S 16 61 1.0 1 / q l 3 L i't i 7- _- d .I 3x3 2) b5 sA y,�2- CG p .SA T 4 Li 4-) 3 PL ii'1 Z�3� b=► -p 3�w 5[ S�`1 4>,2 W 3 !'L I`-vCr 1- Z_36, b_I 271 llS SA 4>,Z CG o f x R9(10g/la �yk_% 2-1 us s,.1 �,L C6 Y DEFECTS TYPES . BO - BURNOUT CO - CHANGE OF OVERLAP CUT -CUT D - DAMAGE CR - CREASE DF - FUSION DESTRUCTIVE DX - EXTRUSION DESTRUCTIVE ED - EQUIP. DAMAGE EXT - PANEL EXTENTION FM - FISHMOUTH FS - FAILED SEAM I NT - INTERSECTION 10 - INSUFFICIENT OVERLAP REVIEWED BY: r4-Zb (A p,� DATE: 9 - 2 - 20 PT - PRESSURE TEST CUT T-THREE PANEL INTERSECTION VL - VACCUM LEAK WR - WRINKLE WS - WELDER RESTART OTHER OTHER REPAIR TYPES P - PATCH C - CAP RS - RECONSTRUCTED SEAM G&W - GRIND AND WELD OASIS CONSULTING SERVICES GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG PROJECT # : 204558 OWNER: Wasteconnections PROJECT DESCRIPTION : Anson Landfill OASIS ENGINEER: CEC Phase 3 cell 2 INSTALLER: Hallaton Inc, PROJECT LOCATION: Anson, NC PAGE# REPAIR VACUUM TEST DEFECT DEFECT LOCATION DEFECT DATE REMARKS DATE TYPE APPROX MACH WELD QA DATE TECH P/F CIA CODE SEAM, PANEL OR DEFECT LOCATION DESCRIPTION TYPE SIZE ID # TECH MON. ID MON. DEFECT CODE A 1 hav/ 1j') / I I I --,, l T S - I,- Z� g_3 r' 3 a(2 i S L SP f_�-3 sa B 10.,1 I1r012- 3- I�L`i�:� 7- `b-1 %,_3 P _�XLi 5- S(- SA $--3 C� 1' sP, C k'nv/r-I'L/I13 3' ►h�� T b—� g 3 �X�{ S JL SA $ ; C� I' Sfl D C- X 113 fv C---.s l SG s C A F lug/ Ir Z/N 3L So ,-3 Or S-A G C-* / 10,,' ! 1 r 3 l i h� �' `b -1 $ 3 3 k 3 2-1 b S su 8- 3 z1 H ex 4Qf log i �tiL phi �- 2 -, �_� P 3x 2'1 lls SA 5-1 C' S�1 1 nT T b -k 8-3 P 3x 3 2`? �S SA v-3 C6 SA K E�/qS/�� a .,t tr�7 l' `�-I 5-� 3k4 2� pS M C,0/qV/,15 ?J I n T T' `u-r S-3 3K3 21 �S sp 4j-3 C6 S� N c+�' ti�j� y h I n i T �,, - r $ 3 x 3 21 s SA g -1 SA p c-k/42 rj--r T �- r S-3 ►' �x�` S 3 L S� t'-3 Q - Ihi T �„- r-3 ;x� S SL sp S 3 Cc P SA R C->/89 1> ; T `b- S C--# /% 7 / � 11 t T `b - r ILI) ? 3 ><+ 3 .S s C 50 T 6'0 (b 6/ 16 t 1 `a - 5 -3 % -3- << Sq X 9* / 5'3 /6 1-(3 1 hT T -1L, 3 b 3 S 3 l Y Cp/ 6L/S-1 3 ref 1� 7 T �L 1 8-3 3 �� S S L SA Ps-� CE 5A DEFECTS TYPES DX - EXTRUSION DESTRUCTIVE PT - PRESSURE TEST CUT REPAIR TYPES BO - BURNOUT ED - EQUIP. DAMAGE T - THREE PANEL INTERSECTION P - PATCH CO - CHANGE OF OVERLAP EXT - PANEL EXTENTION VL - VACCUM LEAK C - CAP CUT -CUT FM - FISHMOUTH WR - WRINKLE RS - RECONSTRUCTED SEAM D - DAMAGE FS - FAILED SEAM WS - WELDER RESTART G&W - GRIND AND WELD CR - CREASE INT - INTERSECTION OTHER DF - FUSION DESTRUCTIVE 10 - INSUFFICIENT OVERLAP OTHER REVIEWED BY: SR �w �'Q4iLar� DATE: .4 2A' PROJECT # : 204558 PROJECT DESCRIPTION : Anson Landfill Phase 3 cell 2 PROIFCT I nrATInN - Ancnn- NC OASIS CONSULTING SERVICES GEOMEMBRANE DEFECT, REPAIR, AND TEST LOG OWNER: Wasteconnections OASIS ENGINEER: CEC INSTALLER: Hallaton Inc, PAGE# REPAIR VACUUM TEST DEFECT CODE DEFECT LOCATION DEFECT TYPE DATE REMARKS DATE TYPE APPROX SIZE MACH ID # WELD TECH QA MON. DATE TECH ID P/F QA MON. SEAM, PANEL OR DEFECT CODE DEFECT LOCATION DESCRIPTION A -(� 0Y ( 1- 3 1--L I h T TES-f p 3ac3 S ?L sil 9-3 Ce B "154 .1 j-�/ -1 6 3 P� n T T SL- -�.A S-3 Ce t� S c 'b-3 C 3X 3 3 sA t 3 CE P s� D d l -1 '1 Vt`' 6- � �_ i 3 x 3 L SA S- (C F go /% ► 6 Z In T ► 8- 1 �_3 I' 3'° 2"i A� Sit C4 G 'Sl / L / 6-� SA H SqI& 6 1hT T '9 2-1 bS SA $-3 GE J �S �$6/�? 3 j'9- 1-nT T P -LL S a- CE P SA K '36/9146 L 1n-r T' st1 a 13 3se 5L 3A !b-3 CE M S q / '(Ic / 611 3 1}iy `b - 1 -1 21 bs SA 8- 3 l6 N Z P- I-W-1- -T _ S-1 r 3 us sA - Cc- r �� P R3/ kq/l►,- I kT r S -c Q R S T W X Y ULFILL151YPtS BO-BURNOUT CO - CHANGE OF OVERLAP CUT - CUT D - DAMAGE CR - CREASE DF - FUSION DESTRUCTIVE DX - EXTRUSION DESTRUCTIVE ED - EQUIP. DAMAGE EXT - PANEL EXTENTION FM - FISHMOUTH FS - FAILED SEAM INT - INTERSECTION 10 - INSUFFICIENT OVERLAP REVIEWED BY: 5;rA0-- L-> Atow'Gii- , DATE : 9 --1 ?.a PT - PRESSURE TEST CUT T - THREE PANEL INTERSECTION VL - VACCUM LEAK WR - WRINKLE WS - WELDER RESTART OTHER OTHER REPAIR TYPES P - PATCH C - CAP RS - RECONSTRUCTED SEAM G&W - GRIND AND WELD HALLATON ENVIRONMENTAL LININGS Repair Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness: 60 mil Repair # Defect Code Defect Location Repair Date Repair Time d N_ N O a Q Machine ID Repair Tech Vacuum Test Seam # P / F Date 1 AT P-5-6-7 5/15/20 9:24 2x2 X-28 RO P 5/15/20 2 AT P-3-4-5 5/15/20 9:30 2x2 X-28 RO P 5/15/20 3 AT P-2-3-4 5/15/20 9:33 2x2 X-28 RO P 5/15/20 4 AT P-1-2-3 5/15/20 9:36 2x2 X-28 RO P 5/15/20 5 AT P-9-10-11 5/15/20 9:40 2x2 X-28 RO P 5/15/20 6 AT P-10-11-13 5/15/20 9:45 2x2 X-28 RO P 5/15/20 7 AT P-11-12-13 5/15/20 9:50 2x2 X-28 RO P 5/15/20 8 AT P-12-13-14 5/15/20 9:56 2x2 X-28 RO P 5/15/20 9 AT P-12-14-15 5/15/20 11:27 2x2 X-28 RO P 5/15/20 10 AT P-14-15-16 5/15/20 11:23 2x2 X-28 RO P 5/15/20 11 AT P-16-17-18 5/15/20 11:19 2x2 X-28 RO P 5/15/20 12 AT P-17-18-20 5/15/20 11:13 2x2 X-28 RO P 5/15/20 13 AT P-20-21-22 5/15/20 11:10 2x2 X-28 RO P 5/15/20 14 AT P-21-22-23 5/15/20 11:05 2x2 X-28 RO P 5/15/20 15 AT P-18-19-20 5/15/20 10:00 2x2 X-28 RO P 5/15/20 16 AT P-19-20-21 5/15/20 10:05 2x2 X-28 RO P 5/15/20 17 AT P-24-25-26 5/15/20 10:10 2x2 X-28 RO P 5/15/20 18 AT P-25-26-28 5/15/20 10:15 2x2 X-28 RO P 5/15/20 19 AT P-26-27-28 5/15/20 10:40 2x2 X-28 RO P 5/15/20 20 AT P-27-28-29 5/15/20 10:50 2x2 X-28 RO P 5/15/20 21 AT P-27-29-30 5/15/20 10:59 2x2 X-28 RO P 5/15/20 22 AT P-29-30-31 5/15/20 10:55 2x2 X-28 RO P 5/15/20 23 AT P-35-37-38 5/15/20 12:00 2x2 X-28 RO P 5/15/20 24 AT P-35-36-37 5/15/20 11:55 2x2 X-28 RO P 5/15/20 25 AT P-34-35-36 5/15/20 11:50 2x2 X-28 RO P 5/15/20 26 AT P-33-34-36 5/15/20 11:35 2x2 X-28 RO P 5/15/20 27 AT P-32-33-34 5/15/20 11:40 2x2 X-28 RO P 5/15/20 28 DF-1 P-1-2,145EOS 5/15/20 2:45 2x6 X-28 RO P 5/18/20 29 DF-2 P-4-5,95130S 5/15/20 2:55 2x6 X-28 RO P 5/18/20 30 DF-3 P-1-8,1075EOS 5/15/20 3:20 2x6 X-28 RO P 5/18/20 HALLATON ENVIRONMENTAL LININGS Repair Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness: 60 mil Repair # Defect Code Defect Location Repair Date Repair Time d N_ y c a Q Machine ID Repair Tech Vacuum Test Seam # P / F Date 31 DF-4 P-8-9,625130S 5/15/20 3:32 2x6 X-28 RO P 5/18/20 32 AT P-9-11-T-IN 5/15/20 1:30 2x2 X-29 AB P 5/15/20 33 EE P-20-T- IN, 115P-22 5/15/20 11:25 2x2 X-29 AB P 5/15/20 34 EE P-23-T-IN,10'>P-22 5/15/20 11:04 2x2 X-29 AB P 5/15/20 35 EE P-26-T-IN,951P-24 5/15/20 10:41 2x2 X-29 AB P 5/15/20 36 EE P-32-T-IN,45P-31 5/15/20 2:16 2x2 X-28 RO P 5/15/20 37 DF-5 P-11-13,165130S 5/15/20 3:56 2x6 X-28 RO P 5/18/20 38 DF-6 P-9-11,505130S 5/15/20 4:10 2x6 X-28 RO P 5/18/20 39 DF-7 P-12-14,105'>BOS 5/15/20 4:23 2x6 X-28 RO P 5/18/20 40 DF-8 P-14-16,102'>EOS 5/15/20 4:40 2x6 X-28 RO P 5/18/20 41 DF-9 P-16-17,115130S 5/15/20 4:57 2x6 X-28 RO P 5/18/20 42 DF-10 P-18-20,30'>EOS 5/15/20 5:04 2x6 X-28 RO P 5/18/20 43 DF-11 P-23-24,405130S 5/15/20 5:35 2x6 X-28 RO P 5/18/20 44 DF-12 j P-25-26,65EOS 5/15/20 5:45 2x6 X-28 RO P 5/18/20 45 DF-13 P-26-27,335130S 5/18/20 7:54 2x6 X-28 RO P 5/18/20 46 DF-15 P-29-31,22'>EOS 5/18/20 7:50 2x6 X-28 RO P 5/18/20 47 DF-17 P-34-35,135130S 5/18/20 8:02 2x6 X-28 RO P 5/18/20 48 DF-14 P-28-29,745130S 5/18/20 8:10 2x6 X-28 RO P 5/18/20 49 DF-16 P-31-32,575130S 5/18/20 8:17 2x6 X-28 RO P 5/18/20 50 DF-18 P-36-37,265130S 5/18/20 8:23 2x6 X-28 RO P 5/18/20 51 CR P-6-EXIST P-TRH 5/18/20 9:40 10x22 X-28 RO P 5/18/20 52 AT P-70/EXSIT/TIE IN 7/30/20 10:54 2x2 X5 JL P 7/30/20 53 AT P-70/72/TIE IN 7/30/20 6:10 2x2 X5 JL P 7/30/20 54 AT P-68/70/TI E IN 7/30/20 9:23 2x6 X5 JL P 7/30/20 55 CR P-68/TIE IN/R-54 7/30/20 9:30 2x6 X5 JL P 7/30/20 56 AT P-66/68/TI E IN 7/30/20 9:42 2x2 X5 JL P 7/30/20 57 CR P-EXIST 25TIE IN 7/30/20 9:50 2x4 X5 JL P 7/30/20 58 AT P-65/66/TI E IN 7/30/20 10:00 2x2 X5 JL P 7/30/20 59 AT P-63/65/TIE IN 7/30/20 10:17 2x2 X5 JL P 7/30/20 60 CAP-1 P-63155BOSS 7/30/20 10:30 2x2 X5 JL P 7/30/20 HALLATON ENVIRONMENTAL LININGS Repair Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness: 60 mil Repair # Defect Code Defect Location Repair Date Repair Time d N_ co c 2 CL Q Machine ID Repair Tech Test Seam # P / F Date 61 AT P-61 /63/TIE IN 7/30/20 9:38 2x2 X27 IDS P 7/30/20 62 DS-32 P-63/65 50'<EOS 7/30/20 5:56 2x5 X5 JL P 7/30/20 63 AT P-65/66/67 7/30/20 5:05 2x2 X5 JL P 7/30/20 64 AT P-66/67/68 7/30/20 11:32 2x2 X5 JL P 7/30/20 65 AT P-61 /63/64 7/30/20 2:49 2x2 X5 JL P 7/30/20 66 AT P-63/64/65 7/30/20 2:45 2x2 X5 JL P 7/30/20 67 AT P-67/68/69 7/30/20 1:07 2x2 X5 JL P 7/30/20 68 MD P-69 65P-68 7/30/20 1:03 2x2 X5 JL P 7/30/20 69 AT P-68/69/70 7/30/20 1:00 2x2 X5 JL P 7/30/20 70 MD P-67/691675BOSS 7/30/20 2:15 2x2 X5 JL P 7/30/20 71 AT P-69/70/71 7/30/20 12:03 2x2 X5 JL P 7/30/20 72 MID P-71 75P-70 7/30/20 11:56 2x2 X5 JL P 7/30/20 73 AT P-70/71/72 7/30/20 11:53 2x4 X5 JL P 7/30/20 74 MID P-71 85R-72 7/30/20 12:00 2x2 X5 JL P 7/30/20 75 DS-33 P-67/69 525BOSS 7/30/20 5:40 2x5 X5 JL P 7/30/20 76 BO P-69/71305BOSS 7/30/20 7:30 2x2 X5 JL P 7/30/20 77 AT P-69/71/EXT-1 7/30/20 1:22 2x2 X5 JL P 7/30/20 78 AT P-62/64/EXT-2 7/30/20 1:32 2x2 X5 JL P 7/30/20 79 AT P-61 /62/64 7/30/20 1:27 2x2 X5 JL P 7/30/20 80 AT P-60/61 /62 7/30/20 1:38 2x2 X5 JL P 7/30/20 81 DS-29 P-61/64 515BOSS 7/30/20 1:58 2x5 X5 JL P 7/30/20 82 DS-28 P-60/61325130SS 7/30/20 1:51 2x5 X5 JL P 7/30/20 83 AT P-59/60/61 7/30/20 2:01 2x2 X5 JL P 7/30/20 84 AT P-58/59/60 7/30/20 2:07 2x2 X5 JL P 7/30/20 85 DS-27 P-56/581085BOSS 7/30/20 3:07 2x5 X5 JL P 7/30/20 86 AT P-57/58/59 7/30/20 2:54 2x2 X5 JL P 7/30/20 87 AT P-56/57/58 7/30/20 2:58 2x2 X5 JL P 7/30/20 88 AT P-55/56/57 7/30/20 2:02 2x2 X27 IDS P 7/30/20 89 MD P-56 25P-55 7/30/20 5:00 2x2 X5 JL P 7/30/20 90 AT P-54/55/56 7/30/20 1:58 2x2 X27 IDS P 7/30/20 HALLATON ENVIRONMENTAL LININGS Repair Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness: 60 mil Repair # Defect Code Defect Location Repair Date Repair Time d N_ co c c Q Machine ID Repair Tech Test Seam # P / F Date 91 AT P-52/53/54 7/30/20 2:45 2x2 X27 DS P 7/30/20 92 AT P-53/54/55 7/30/20 2:05 2x2 X27 DS P 7/30/20 93 BO P-65/Tl95BOSS 7/30/20 6:05 2x2 X5 JL P 7/30/20 94 CAP-2 P-61/63/EXSIT 7/30/20 6:05 2X22 X27 DS P 7/30/20 95 CAP-3 P-59/61/EXST 7/30/20 5:50 2x22 X27 DS P 7/30/20 96 CAP-4 P-57/59/EXST 7/30/20 6:10 2x22 X27 DS P 7/30/20 97 CAP-5 P-55/57/EXST 7/30/20 6:00 2x20 X27 DS P 7/30/20 98 AT P-53/55/EXST 7/30/20 10:22 2x2 X27 DS P 7/30/20 99 AT P-51/53/EXST 7/30/20 10:41 2x2 X27 DS P 7/30/20 100 AT P-50/51/EXST 7/30/20 11:05 2x2 X27 DS P 7/30/20 101 AT P-50/TI/EXST 7/30/20 11:31 2x2 X27 DS P 7/30/20 102 AT P-49/50/EXST 7/30/20 11:24 2x3 X27 DS P 7/30/20 103 AT P-47/49/EXST 7/30/20 1:05 2x2 X27 DS P 7/30/20 104 AT P-45/47/EXST 7/30/20 1:10 2x2 X27 DS P 7/30/20 105 AT P-43/45/EXST 7/30/20 1:15 2x2 X27 DS P 7/30/20 106 AT P-41/43/EXST 7/30/20 1:19 2x2 X27 DS P 7/30/20 107 AT P-39/41/EXST 7/30/20 1:24 2x2 X27 DS P 7/30/20 108 AT P-38/39/EXST 7/30/20 1:34 2x2 X27 DS P 7/30/20 109 AT P-47/48/49 7/30/20 3:19 2x2 X27 DS P 7/30/20 110 AT P-48/49/50 7/30/20 3:14 2x2 X27 DS P 7/30/20 111 AT P-51/52/53 7/30/20 2:56 2x2 X27 DS P 7/30/20 112 AT P-50/51/52 7/30/20 3:08 2x2 X27 DS P 7/30/20 113 DS-31 P-48/50 3265BOSS 7/30/20 4:04 2x5 X27 DS P 7/30/20 114 DS-25 P-47/48145BOSS 7/30/20 3:31 2x5 X27 DS P 7/30/20 115 AT P-46/47/48 7/30/20 3:39 2x2 X27 DS P 7/30/20 116 AT P-45/46/47 7/30/20 3:43 2x2 X27 DS P 7/30/20 117 AT P-37/38/39 7/30/20 1:43 2x2 X27 DS P 7/30/20 118 BO P-41/43 65BOSS 7/30/20 1:49 2x2 X27 DS P 7/30/20 119 AT P-41/42/43 7/30/20 1:52 2x2 X27 DS P 7/30/20 120 j AT j P-42/43/44 7/30/20 j 1:55 2x2 X27 DS j P j 7/30/20 HALLATON ENVIRONMENTAL LININGS Repair Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness: 60 mil Repair # Defect Code Defect Location Repair Date Repair Time d N_ a)Vacuum c c Q Machine ID Repair Tech Test Seam # P / F Date 121 AT P-43/44/45 7/30/20 4:44 2x2 X5 JL P 7/30/20 122 AT P-44/45/46 7/30/20 4:48 2x2 X5 JL P 7/30/20 123 BO P-48/50 2335BOSS 7/30/20 4:14 2x4 X27 DS P 7/30/20 124 DS-24 P-50/52 2535BOSS 7/30/20 4:55 2x5 X5 JL P 7/30/20 125 BO P-48/501595BOSS 7/30/20 3:45 2x4 X5 JL P 7/30/20 126 DS-30 P-48/50 955BOSS 7/30/20 3:27 2x5 X5 JL P 7/30/20 127 DS-26 P-52/54 595BOSS 7/30/20 3:18 2x5 X5 JL P 7/30/20 128 DS-22 P-46/481035BOSS 7/30/20 3:40 2x5 X5 JL P 7/30/20 129 DS-20 P-41/42 1 1'>BOSS 7/30/20 3:54 2x5 X5 JL P 7/30/20 130 AT P-40/41 /42 7/30/20 4:00 2x2 X5 JL P 7/30/20 131 AT P-39/40/41 7/30/20 4:04 2x2 X5 JL P 7/30/20 132 DS-19 P-39/4010'<EOS 7/30/20 4:10 2x5 X5 JL P 7/30/20 133 DS-21 P-37/39 715BOSS 7/30/20 4:17 2x5 X5 JL P 7/30/20 134 BO P-42/44 35BOSS 7/30/20 4:20 2x2 X5 JL P 7/30/20 135 BO P-44/46 25BOSS 7/30/20 4:28 2x2 X5 JL P 7/30/20 136 DS-34 P-70/72 475BOSS 7/30/20 5:32 2x5 X5 JL P 7/30/20 137 AT P-93/103/104 8/1/20 5:12 2x2 X27 DS P 8/3/20 138 AT P-93/102/103 8/1/20 5:17 2x2 X27 DS P 8/3/20 139 AT P-93/95/101/102 8/1/20 5:23 2x3 X27 DS P 8/3/20 140 AT P-95/101/105 8/1/20 5:29 2x2 X27 DS P 8/3/20 141 AT P-95/96/105/106 8/1/20 5:34 2x2 X27 DS P 8/3/20 142 BO P-93/95 495BOSS 8/1/20 5:40 2x2 X27 DS P 8/3/20 143 AT P-96/106/107 8/1/20 5:45 2x2 X27 DS P 8/3/20 144 AT P-96/97/98/107/108 8/1/20 6:00 2x7 X27 DS P 8/3/20 145 AT P-95/96/97 8/1/20 5:51 2x2 X27 DS P 8/3/20 146 AT P-98/108/109 8/1/20 6:09 2x2 X27 DS P 8/3/20 147 AT P-98/109/110 8/1/20 6:15 2x2 X27 DS P 8/3/20 148 AT P-98/99/100/110/111 8/1/20 6:22 2x6 X27 DS P 8/3/20 149 AT P-97/98/99 8/1/20 6:51 2x2 X27 DS P 8/3/20 150 AT P-100/111/112 8/1/20 6:29 2x2 X27 DS P 8/3/20 HALLATON ENVIRONMENTAL LININGS Repair Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness: 60 mil Repair # Defect Code Defect Location Repair Date Repair Time d N_ c c Q Machine ID Repair Tech Vacuum Test Seam # P / F Date 151 AT P-100/112/113 8/1/20 6:37 2x2 X27 DS P 8/3/20 152 AT P-1 00/1 13/R-1 53 8/1/20 6:40 2x2 X27 DS P 8/3/20 153 EXT P-1 00/1 13/R-1 53 8/1/20 4:19 2x2 X27 DS P 8/3/20 154 AT P-1 00/1 13/R-1 53/EXST 8/1/20 6:47 2x2 X27 DS P 8/3/20 155 AT P-114/EXST/ TI 8/1/20 5:36 2x2 X5 JL P 8/3/20 156 AT P-113/114/EXST 8/3/20 8:17 2x2 X5 JL P 8/3/20 157 AT P-99/100/EXST 8/1/20 6:03 2x2 X5 JL P 8/3/20 158 AT P-93/94/95 8/1/20 6:58 2x2 X27 DS P 8/3/20 159 MD P-94 6'>P-93 8/1/20 7:07 2x2 X27 DS P 8/3/20 160 AT P-92/93/94 8/1/20 7:13 2x3 X27 DS P 8/3/20 161 AT P-89/90/91 8/1/20 7:10 2x2 X27 DS P 8/3/20 162 AT P-88/89/90 8/1/20 7:24 2x2 X27 DS P 8/3/20 163 AT P-85/86/87 8/1/20 7:30 2x2 X27 DS P 8/3/20 164 AT P-84/85/86 8/1/20 7:32 2x2 X27 DS P 8/3/20 165 AT P-81/82/83 8/1/20 7:40 2x2 X27 DS P 8/3/20 166 AT P-80/81/82 8/1/20 7:43 2x2 X27 DS P 8/3/20 167 AT P-79/80/81 8/1/20 7:47 2x2 X27 DS P 8/3/20 168 MD P-80 35P-79 8/1/20 7:51 2x2 X27 DS P 8/3/20 169 MD P-80 45R-168 8/1/20 7:54 2x2 X27 DS P 8/3/20 170 MD P-80 35R-171 8/1/20 8:02 2x2 X27 DS P 8/3/20 171 MD P-80105P-81 8/1/20 7:58 2x2 X27 DS P 8/3/20 172 MD P-80 75R-171 8/1/20 8:00 2x2 X27 DS P 8/3/20 173 AT P-78/79/80 8/1/20 7:56 2x2 X27 DS P 8/3/20 174 AT P-73/74/75 8/1/20 8:06 2x2 X27 DS P 8/3/20 175 AT P-74/75/76 8/1/20 8:09 2x2 X27 DS P 8/3/20 176 AT P-76/77/78 8/1/20 8:12 2x2 X27 DS P 8/3/20 177 AT P-75/76/77 8/1/20 8:14 2x2 X27 DS P 8/3/20 178 EE EXST/Tl T>P100 8/3/20 8:23 3x3 X5 JL P 8/3/20 179 AT P-97/99/EXST 8/3/20 8:33 2x2 X5 JL P 8/3/20 180 AT P-95/97/EXST 8/3/20 8:40 2x2 X5 JL P 8/3/20 HALLATON ENVIRONMENTAL LININGS Repair Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness: 60 mil Repair # Defect Code Defect Location Repair Date Repair Time d N_ a)Vacuum c c Q Machine ID Repair Tech Test Seam # P / F Date 181 AT P-94/95/EXST 8/3/20 8:45 2x3 X5 JL P 8/3/20 182 AT P-92/94/EXST 8/3/20 8:50 2x2 X5 JL P 8/3/20 183 EE EXT/ TI 35P-92 8/3/20 9:10 2x2 X5 JL P 8/3/20 184 AT P-91 /92/EXST 8/3/20 9:15 2x2 X5 JL P 8/3/20 185 AT P-89/91 /EXST 8/3/20 9:25 2x2 X5 JL P 8/3/20 186 AT P-88/89/EXST 8/3/20 9:30 2x2 X5 JL P 8/3/20 187 AT P-87/88/EXST 8/3/20 9:38 2x2 X5 JL P 8/3/20 188 AT P-85/87/EXST 8/3/20 9:42 2x2 X5 JL P 8/3/20 189 AT P-84/85/EXST 8/3/20 9:45 2x2 X5 JL P 8/3/20 190 AT EXT/Tl35P-84 8/3/20 9:50 2x2 X5 JL P 8/3/20 191 DS-23 P-44/461795BOSS 8/4/20 8:11 2X5 X27 DS P 8/4/20 192 DS-35 P-73/74 1 15BOSS 8/3/20 9:52 2X5 X27 DS P 8/3/20 193 DS-36 P-74/76 295BOSS 8/3/20 9:45 2X5 X27 DS P 8/3/20 194 DX-1 P-74/76/DS-36 8/4/20 7:27 2x5 X27 JL P 8/4/20 195 DS-37 P-78/80155BOSS 8/3/20 9:29 2X5 X27 DS P 8/3/20 196 DS-38 P-82/831395BOSS 8/3/20 9:10 2X5 X27 DS P 8/3/20 197 DS-39 P-83/84 225BOSS 8/3/20 8:54 2X5 X27 DS P 8/3/20 198 DS-40 P-84/86 WE5130SS 8/3/20 8:47 2X5 X27 DS P 8/3/20 199 DS-42 P-87/881305BOSS 8/3/20 9:13 2X5 X27 DS P 8/3/20 200 DS-43 P-90/9116'<EOS 8/3/20 8:10 2X5 X27 DS P 8/3/20 201 DS-41 P-85/87 955BOSS 8/3/20 8:30 2X5 X27 DS P 8/3/20 202 DX-2 P-85/87/DS-41 8/4/20 7:11 2x5 X27 JL P 8/4/20 203 DS-44 P-93/94125BOSS 8/3/20 8:20 2X5 X27 DS P 8/3/20 204 DS-45 P-95/97 885BOSS 8/4/20 7:20 2x5 X27 JL P 8/4/20 205 EE EXST115R-96 8/4/20 10:54 2x2 X27 DS P 8/4/20 206 EE EXST 135R-96 8/4/20 10:56 2x2 X27 DS P 8/4/20 207 EE EXST 185R-60 8/4/20 11:15 2x2 X27 DS P 8/4/20 208 AT P-81/83/TI 8/4/20 5:55 2x2 X27 JL P 8/4/20 209 BO P-81/EXST/ TI 8/4/20 6:00 2x2 X27 JL P 8/4/20 210 AT P-79/81/TI 8/4/20 6:10 2x2 X27 JL P 8/4/20 HALLATON ENVIRONMENTAL LININGS Repair Log Project No.: 2011-29919 Project Name: Anson Landfill Phase 3 Cell 2 Date: 5/13/20 Project Location: Polkton, NC Material: HDPE Thickness: 60 mil Repair # Defect Code Defect Location Repair Date Repair Time d N_ y c c Q Machine ID Repair Tech Vacuum Test Seam # P / F Date 211 BO EXST 55TI 8/4/20 6:17 2x2 X27 JL P 8/4/20 212 BO EXST 35TI 8/4/20 6:24 2x2 X27 JL P 8/4/20 213 AT P-78/79/TI 8/4/20 6:30 2x2 X27 JL P 8/4/20 214 AT P-76/78/TI 8/4/20 6:47 2x2 X27 JL P 8/4/20 215 EE EXST 25TI 8/4/20 6:53 2x2 X27 JL P 8/4/20 216 AT P-74/76/TI 8/4/20 7:00 2x2 X27 JL P 8/4/20 217 AT P-83/84/TI 8/4/20 7:05 2x2 X27 JL P 8/4/20 218 EE EXST 135TI 8/5/20 9:10 2x2 X27 DS P 8/4/20 219 EE EXST 45R-53 8/5/20 9:04 2x2 X27 DS P 8/4/20 220 EE EXST 115TI 8/5/20 8:57 2x2 X27 DS P 8/4/20 221 AT P-72/73/TI 8/5/20 8:51 2x2 X27 DS P 8/4/20 222 AT P-73/74/TI 8/5/20 8:45 2x2 X27 DS P 8/4/20 223 EE EXST 55TI 8/5/20 8:39 2x2 X27 DS P 8/4/20 224 EE EXST 45TI 8/5/20 9:40 2x2 X27 DS P 8/4/20 225 EE EXST 75TI 8/5/20 10:08 2x2 X27 DS P 8/4/20 226 EE EXST 95R-154 8/5/20 10:11 2x2 X27 DS P 8/4/20 227 EE EXST 85R-155 8/5/20 10:30 5x6 X27 DS P 8/4/20 228 EE EXST 55TI 8/5/20 10:35 2x2 X27 DS P 8/4/20 229 230 231 232 233 234 235 236 237 238 239 240 Section 6 Fusion and Extrusion Destructive Sample Test Results A TESTING, RESEARCH, CONSULTING AND FIELD SERVICES AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST- AUSTRALIA SUZHOU - CHINA Date: 2020-05-19 Mail To: Saeed Abdolpour Oasis Consultant Services 45 Woodstock St Roswell, GA, 30043 e-mail:sabdolpour@oasis-cs.com Dear Mr. Abdolpour, Bill To: Oasis Consultant Services Ju� Thank you for consulting with TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report for laboratory testing. Project: Anson LF Phase 3 Cell 2 TRI Job Reference Number: 55984 Material(s) Tested: (18) Heat Fusion Weld Seam(s) Test(s) Requested: SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) Codes: AD Adhesion Failure (100% Peel) BRK Break in sheeting away from Seam edge. SE Break in sheeting at edge of seam. AD-BRK Break in sheeting after some adhesion failure - partial peel. SIP Separation in the plane of the sheet (leaving the bond intact). FTB Film tearing bond (all non "AD" failures). NON-FTB 100% peel. If you have any questions or require any additional information, please call us at 1-800-880-8378. Sincerely, c4w�X AlWs, Jarret Nelson Project Manager Geosynthetic Services Division http://www.geosyntheticstestinc.com The testing heeln Is based upon aeceplo6 Industry practice as well as the test method listed. Test reaults rvyywwttad herein do riot nppy to samplas olho than those tested. TRI nelibvraccoptc responsibility for nor makes claim as to the find u;e and purpose of the material. TRI observes and maintains client confidantlnlity. TRI limit; lclx uclion of Ihjt; rcpprt, except in full, without pd;r appnyal of TRI. TRI ENVIRONMENTAL, INC. 9063 BEE CAVES RD. — AUSTIN, TX 78733 — USA I PH: BOO.BBO.TEST OR 51 2.263.2101 Page: 1 of 10 TESTING, RESEARCH, CONSULTING AND FIELD SERVICES AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD CDAST - AUSTRALIA I SUZHOU - CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 50 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 55984 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-1 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 137 132 130 134 131 133 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 130 124 127 130 128 128 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 195 193 193 192 192 193 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-2 I Weld: Heat Fusion Side: A Peel Strength (ppi) Peel Incursion (%) Peel Locus Of Failure Code Peel NSF Failure Code Side: B Peel Strength (ppi) Peel Incursion (%) Peel Locus Of Failure Code Peel NSF Failure Code Shear Shear Strength (ppi) Shear Elongation @ Break (%) 153 143 154 145 <5 <5 <5 <5 SE SE SE SE FTB FTB FTB FTB 151 144 164 147 <5 <5 <5 <5 SE SE SE SE FTB FTB FTB FTB 180 181 179 179 >50 >50 >50 >50 Peel A 156 150 <5 SE FTB Peel B 158 153 <5 SE FTB Shear 178 179 >50 Thn ICStt��u, herein is based upon aceeptad Industry practice m wall as the test method listed. Test results reported herein do not upply to sampkt other than those tested. TRI nelttwr ac"plP responsibility tot nor =as claim as to the final use and purpose of the material. TRI observes and maintains client confldoMmllty. TRI limits tow action or Ihip no port, except in full, without pllor approval of TRI. TRI ENVIRONMENTAL, INC. 9053 BEE CAVES RD. — AUSTIN, TX 78733 — USA I PH: SOO.BBO.TEST OR s 1 2.263.2101 Page: 2 of 10 TESTING, RESEARCH, CONSULTING AND FIELD SERVICES AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA Aiiii - DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 50 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 55984 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-3 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 167 139 150 142 148 1.49 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 128 127 128 127 127 127 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 196 196 200 193 194 196 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-4 I Weld: Heat Fusion Side: A Peel Strength (ppi) Peel Incursion (%) Peel Locus Of Failure Code Peel NSF Failure Code Side: B Peel Strength (ppi) Peel Incursion (%) Peel Locus Of Failure Code Peel NSF Failure Code Shear Shear Strength (ppi) Shear Elongation @ Break (%) Peel A 138 139 136 140 139 138 <5 <5 <5 <5 <5 SE SE SE SE SE FTB FTB FTB FTB FTB Peel B 147 145 136 134 137 140 <5 <5 <5 <5 <5 SE SE SE SE SE FTB FTB FTB FTB FTB Shear 190 193 198 190 191 192 >50 >50 >50 >50 >50 The teslingg heeln Is based upon accepted Industry practice as well as the test method listed. Test resuita repnRad herein do not eppJ, to samples olhcr than those tested. TRI nelthar acocpla responslblllty lot nor mac claim as to the final use nml purpose of the material. TRI observes and maintains client oontldenUcllty. TRI Ilmila rep, action of Utis roport, except in full, without prior oppfwal of TRI. TRI ENVIRONMENTAL, INC. 9053 BEE CAVES RD. — Aus7iN, TX 79733 — USA I PH: BOO.a6O.TEST OR 51 2.263.21 01 Page: 3 of 10 z44TESTING, RESEARCH, CONSULTING AND FIELD SERVICES AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 50 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 55984 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-5 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 133 135 144 134 134 136 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 146 125 134 149 124 136 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 190 189 191 186 186 188 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-6 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 161 165 162 163 168 164 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 152 129 145 133 161 144 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 197 195 196 192 193 195 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein Is based upon Itcwpletl Industry practice as well as the test method Itcled. Tell resullp rvplmvd herein do rat apply to samplus other than those tested. TRI neither accepts responsibility for nor makes claim as to the find!use and purpose of the material. TRI observes and malnlains client confldsnfiaiity. TRI Ilmllo Iopt uclion of thin sport, except in full, without prior approval of TRI. TRI ENVIRONMENTAL, INC. 9063 BEE CAVES RD. — AUSTIN, TX 78733 — UFA I PH: BOO.BBO.TEST DR E,12.263.211131 Page: 4 of 10 TESTING, RESEARCH, CONSULTING AND FIELD SERVICES AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHDU - CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 50 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 55984 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-7 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 135 134 134 135 138 135 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 126 126 128 128 128 127 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 187 192 195 188 188 190 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-8 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 140 138 140 142 141 140 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 149 145 153 153 150 150 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 192 191 193 190 190 191 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The keeling herein Is based upon acceplod Industry practice as well as the test method listed. Test resulm mperled herein do not applep to samplos other than those tested. TRI nellher occopla responslblllty For nor makes claim as to the final me and purpose of the material. TRI observes and maintains client canlidenliallty. TRI Ilmiln raprodI cfion of Shlo report, except in full, without prior opp ow.0 of TRI. TRI ENVIRONMENTAL, INC. 9063 BEE CAVES RD. — AUSTIN, TX 7B733 —USA I PH: BOO.BBO.TEST OR 512.253.2101 Page: 5 of 10 WC TING, RESEARCH, CONSULTING AND FIELD SERVICES AiiUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA I SUZHDU - CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 50 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 55984 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-9 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 134 134 132 135 137 134 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 138 129 136 132 139 135 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 193 194 192 192 189 192 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-10 I Weld: Heat Fusion Side: A Peel Strength (ppi) Peel Incursion (%) Peel Locus Of Failure Code Peel NSF Failure Code Side: B Peel Strength (ppi) Peel Incursion (%) Peel Locus Of Failure Code Peel NSF Failure Code Shear Shear Strength (ppi) Shear Elongation @ Break (%) 145 139 148 138 <5 <5 <5 <5 SE SE SE SE FTB FTB FTB FTB 142 124 144 125 <5 <5 <5 <5 SE SE SE SE FTB FTB FTB FTB 185 188 183 181 >50 >50 >50 >50 Peel A 129 140 <5 SE FTB Peel B 127 132 <5 SE FTB Shear 183 184 >50 7tre lostl herein Is based upon accepted Industry practice as well as the test method listed. Test results reported herein do rrM Opp yy SO sampko of" than those tested. TRI neither aceuptc responelblllty far nor nukes claim as to the final use and purpose of the material. TRI obeemea and maintains client confident laty. TRI Ilmita roproduetion of thin report, except in full, without poor opproval of TRI. TRI ENVIRONMENTAL, INC. 9063 BEE CAVES RD. — AUSTINr TX 78733 — USA I PH: BOD.BBO,TEST OR 51 Z.263.Z 1 01 Page: 6 of 10 TESTING, RESEARCH, CONSULTING AND FIELD SERVICES AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST- AUSTRALIA SUZHOU - CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project, Anson LF Phase 3 Cell 2 Material: 50 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 55984 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-11 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 146 134 143 147 143 143 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 140 149 145 140 148 144 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 197 196 197 195 194 196 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-12 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 136 143 141 152 141 143 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 146 151 137 142 142 144 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 184 181 177 177 177 179 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein Is based upon accepled Industry practice as well as the test method listed. Test reeulto Iepcfted herein do not apply to sampleo outer then those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material. TRI obe—es and maintains client conlidenliality. TRI limits reproduction of Ihis report, except in full, without priorapprovcl of TRI. TRI ENVIRONMENTAL, INC. 9063 BEE CAVES RD. — AUSTIN, TX 78733 — USA I PH: SOO.BBO.TEST OR S 1 2.263.21 O 1 Page: 7 of 10 TESTING, RESEARCH, CONSULTING AND FIELD SERVICES AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SUZHOU - CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 50 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 55984 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-13 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 132 130 130 126 128 129 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 119 126 126 123 125 124 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 183 184 187 181 180 183 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-14 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 139 129 141 132 145 137 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 156 145 161 155 158 155 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 195 195 194 193 192 194 Shear Elongation @ Break (°/a) >50 >50 >50 >50 >50 Thy lasting herein Is based upon accepted Industry practice ss wail as the test method Iklea Test results rvporled herein do not apply to sampler ntncn than those tested. TRI nellliar accepts responsibility Ior nor males claim as to the final use and purpose of the nlatmtol. TRI observes and mamtoins client confi nllolity. TRI limits reproduction of Ibis fepurt, except in full, without prior approval of TRI. TRI ENVIRONMENTAL, INC. 9063 BEE CAVES RD. — AUSTIN, TX 76733 — USA I PH: BOO.BBO.TEST OR 51 2.253.21 01 Page: 8 of 10 TESTING, RESEARCH, CONSULTING AND FIELD SERVICES AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA SOZHOO - CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 50 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 55984 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-15 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 154 140 152 140 142 146 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 136 130 135 145 131 135 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 195 196 199 192 192 195 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-16 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 141 142 147 134 151 143 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 129 127 153 126 131 133 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 190 192 197 191 191 192 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The to¢tIrnag herein Is based upon acceplud Industry practice as well as the test method listed. Test resullc reppoorted herein do not apply to samples other than those tested. TRI neither accepts responsibility for nor mnlias claim as to the final use and purpose of the material. TRI observes and maintains client cwfldanlisllty. TRI limits reproduction of 1h1c report, except in full, without prior °pprovai of TRI. TRI ENVIRONMENTAL, INC. 9053 BEE CAVES RD. — AUSTIN, TX 7B733 — USA I PH: 800.88O.TEST OR 51 2.263.2101 Page: 9 of 10 TESTING, RESEARCH, CONSULTING AND FIELD SERVICES AUSTIN, TX - USA ANAHEIM, CA - USA ANDERSON, SC - USA GOLD COAST - AUSTRALIA I SUZHOU - CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 50 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 55984 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-17 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 152 143 150 150 154 150 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 143 166 131 137 132 142 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 191 190 188 186 186 188 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-18 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 138 143 141 145 149 143 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 141 137 144 139 145 141 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 198 198 201 195 197 198 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Tha toslingg herein Is based upon acoepled Industry practice as well as the test method hslod. Test results rcppoortrtad herein do not apply to samples ulha than those tested. TRI nellhor accoptc responsibility for nor mnkes claim as to the final uaa and purpose of the material. TRI observes and malntolns client conlldontiallty. TRI limits reproduction of lhlc report, except in full, without prior approval of TRI. TRI ENVIRONMENTAL, INC. 9063 BEE CAVES RD. — AUSTIN, TX 7B733 — USA I PH: BOO.BBO.TEST OR 51 2.263.21 01 Page: 10 of 10 TESTING: RESEARCH, CONSULTING AND FIELD SERVICES AIJ5TIN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU - CHINA Date: 2020-08-03 Mail To: Saeed Abdolpour Oasis Consultant Services 45 Woodstock St Roswell, GA, 30043 e-mail:sabdolpour@oasis-cs.com Dear Mr. Abdolpour, Bill To: Oasis Consultant Services Thank you for consulting with TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report for laboratory testing. Project: Anson LF Phase 3 Cell 2 TRI job Reference Number: 58044 Material(s) Tested: (14) Heat Fusion Weld Seam(s) Test(s) Requested: SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) Codes: AD Adhesion Failure (100% Peel) BRK Break in sheeting away from Seam edge. SE Break in sheeting at edge of seam. AD-BRK Break in sheeting after some adhesion failure - partial peel. SIP Separation in the plane of the sheet (leaving the bond intact). FTB Film tearing bond (all non "AD" failures). NON-FTB 100% peel. If you have any questions or require any additional information, please call us at 1-800-880-8378. Sincerely, Kendall Villarreal Project Manager Geosynthetic Services Division http://www.geosyntheticstestinc.com The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client contldentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. 9063 SEE CAVES Ro. — AL1571m. TX 79733 — USA I PH: 900.82O.TEST OR 51 2.263.2 T 01 Page: 1 of 8 Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58044 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-19 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 135 147 139 136 129 137 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 129 153 141 149 154 145 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 199 195 198 193 198 197 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-20 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 136 133 134 135 138 135 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 168 166 166 171 170 168 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 192 190 195 189 192 192 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01 Page: 2 of 8 Aagi�TESTING? RESEARCH, CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58044 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-21 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 144 145 143 148 142 144 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 143 145 144 134 130 139 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 196 189 199 200 197 196 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-22 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 133 133 138 147 137 138 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 120 122 123 124 126 123 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 189 184 195 191 191 190 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Ted, results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 aEE CAVES Ro. — AUSTI m. TX 76733 — USA I PM: a00.BSO.TEST oR 51 2.263.2 T 01 Page: 3 of 8 Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58044 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-24 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 133 129 149 139 130 136 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 124 121 125 122 125 123 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 190 189 195 196 193 193 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-25 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 139 138 141 143 172 147 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 125 126 127 126 127 126 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 191 188 197 193 193 192 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01 Page: 4 of 8 Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58044 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-26 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 143 146 150 141 147 145 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 139 140 138 135 143 139 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 189 189 193 184 187 188 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-27 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 161 138 141 139 151 146 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 138 140 160 147 149 147 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 192 195 196 196 192 194 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01 Page: 5 of 8 Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58044 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-28 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 132 147 145 130 140 139 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 133 133 130 132 134 132 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 194 194 196 198 200 196 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-29 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 133 134 146 128 147 138 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 163 138 148 145 164 152 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 199 191 195 190 190 193 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01 Page: 6 of 8 Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58044 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-30 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 141 137 139 144 147 142 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 134 134 129 146 129 134 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 196 188 191 185 191 190 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-31 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 151 147 138 148 114 140 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 135 142 133 134 134 136 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 190 187 196 193 191 191 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and maintains client conf6dentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — USA I PH: 900.82O.TEST oR 51 2.263.2 T 01 Page: 7 of 8 Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58044 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-32 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 145 146 146 146 138 144 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 126 121 133 129 127 127 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 184 183 190 191 189 187 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-33 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 139 152 144 144 141 144 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 139 135 155 135 154 144 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 194 196 198 192 191 194 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. 9063 CEE CAVES RO. — ALISTIN, TX 76733 — USA I PM: 900.82O.TEST OR S12.263.2101 Page: 8 of 8 TESTING: RESEARCH, CONSULTING AND FIELD SERVICES AIJ5TIN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU - CHINA Date: 2020-08-06 Mail To: Saeed Abdolpour Oasis Consultant Services 45 Woodstock St Roswell, GA, 30043 e-mail:sabdolpour@oasis-cs.com Dear Mr. Abdolpour, Bill To: Oasis Consultant Services Thank you for consulting with TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased to submit this final report for laboratory testing. Project: Anson LF Phase 3 Cell 2 TRI job Reference Number: 58176 Material(s) Tested: (13) Heat Fusion Weld Seam(s) (2) Single Extrusion Weld Seam(s) Test(s) Requested: SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) Codes: AD Adhesion Failure (100% Peel) BRK Break in sheeting away from Seam edge. SE Break in sheeting at edge of seam. AD-BRK Break in sheeting after some adhesion failure - partial peel. SIP Separation in the plane of the sheet (leaving the bond intact). FTB Film tearing bond (all non "AD" failures). NON-FTB 100% peel. If you have any questions or require any additional information, please call us at 1-800-880-8378. Sincerely, �,-w 1--�J Kendall Villarreal Project Manager Geosynthetic Services Division http://www.geosyntheticstestinc.com The testing herein is based upon accepted Industry pracllce as well as Wa teal method listed- Test res�3[s reported herein do not apply to samples other than dt m tested. TRI nelther accepts respor sl6Hily Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malrltalns client contldentlallty. TRI Ilmits reproduction aF this report, except In Full, wlehoul prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 GEE CAVES Ro. — AUSTI m. TX 79733 — USA I PH: 900.82O.TEST oR 51 2.263.2 T 01 Page: 1 of 9 Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58176 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-23 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 138 152 142 158 142 146 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 129 129 130 159 160 141 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 195 194 196 197 196 196 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-34 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 137 146 148 163 151 149 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 156 144 159 169 139 153 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 192 186 190 192 191 190 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01 Page: 2 of 9 Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58176 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-35 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 147 144 151 150 136 146 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 148 135 141 141 143 142 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 187 185 188 191 186 187 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-36 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 130 131 124 128 128 128 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 136 136 126 148 135 136 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 193 199 195 198 193 196 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01 Page: 3 of 9 Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58176 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-37 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 140 132 133 134 139 136 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 151 148 162 159 152 154 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 196 191 194 194 195 194 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-38 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 144 139 140 132 140 139 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 137 137 132 145 138 138 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 194 198 197 200 198 197 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and maintains client conf6dentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — USA I PH: 900.82O.TEST oR 51 2.263.2 T 01 Page: 4 of 9 Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58176 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-39 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 136 132 130 131 131 132 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 134 132 131 137 131 133 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 192 192 198 199 195 195 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-40 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 129 131 130 131 132 131 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 157 160 158 154 143 154 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 203 195 195 197 197 197 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confldentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01 Page: 5 of 9 Aagi�TESTING? RESEARCH? CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58176 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-41 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 137 132 133 134 134 134 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 130 136 132 145 137 136 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 194 196 200 198 195 197 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-42 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 141 139 145 147 143 143 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 139 152 149 146 151 147 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 208 205 210 204 203 206 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confldentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 aEE CAVES Ro. — AUSTI m. TX 79733 — LI SA I PH: 900.82O.TEST oR 51 2.263.2 T 01 Page: 6 of 9 Aagi�TESTING? RESEARCH, CONSULTING AND FIELD SERVICES ikAUs-nN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU . CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58176 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-43 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 136 135 125 137 143 135 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 140 148 149 144 147 146 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 193 195 200 190 193 194 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DF-44 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 134 138 145 145 149 142 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 150 131 128 141 148 140 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 176 180 184 176 178 179 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Ted, results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. rid 63 aEE CAVES Ro. — AUSTI m. TX 76733 — USA I PM: a00.BSO.TEST oR 51 2.263.2 T 01 Page: 7 of 9 Aag�TESTING: RESEARCH, CONSULTING AND FIELD SERVICES AUSTIN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU - CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58176 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DF-45 I Weld: Heat Fusion Side: A Peel A Peel Strength (ppi) 141 136 139 133 123 134 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Side: B Peel B Peel Strength (ppi) 128 141 134 149 132 137 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 186 187 192 190 189 189 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and malatalns client confIcentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. 9063 SEE CAVES Ro. — AUS71m. TX 76733 — USA I PM: 900.82O.TEST OR S12.263.21011 Page: 8 of 9 TESTING: RESEARCH, CONSULTING AND FIELD SERVICES AUSTIN, TX - USA I ANAHEIM, CA - USA I ANDERSON, Sr. - USA I GOLD COAST - AUSTRALIA I SUZHOU - CHINA DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACK TRI Client: Oasis Consultant Services Project: Anson LF Phase 3 Cell 2 Material: 60 mil. HDPE SAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.) TRI Log#: 58176 TEST REPLICATE NUMBER PARAMETER 1 2 3 4 5 MEAN Sample ID: DX-1 I Weld: Single Extrusion Side: Peel Peel Peel Strength (ppi) 137 138 125 121 129 130 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 186 189 195 187 190 189 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 Sample ID: DX-2 I Weld: Single Extrusion Side: Peel Peel Peel Strength (ppi) 128 117 135 140 109 126 Peel Incursion (%) <5 <5 <5 <5 <5 Peel Locus Of Failure Code SE SE SE SE SE Peel NSF Failure Code FTB FTB FTB FTB FTB Shear Shear Shear Strength (ppi) 196 191 190 183 189 190 Shear Elongation @ Break (%) >50 >50 >50 >50 >50 The testing herein is based upon accepted Industry practice as well as the tesl method listed. Tedt results reported herein do not apply to samples other then dtosB tested. TRI Walther accepts responsibility Tor nor makes claim as to the final use and purpose o} the material. TRI observes and maintains client con}6dentlallty. TRI limits reproduction aF this report, except In Full, without prIor approval of TR. TRI ENVIRONMENTAL, INC. 9063 SEE CAVES Ro. — AL1571m. TX 79733 — USA I PH: 900.82O.TEST OR 51 2.263.2 T 01 Page: 9 of 9 APPENDIX G DAILY FIELD AND DENSITY TESTING REPORTS 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 153 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Sequoia continued working on the sand protective cover grading. 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 26 2020 Day: Wednesday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily The area around the sump riser and pump station, was under work for placing concrete headwall. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 Rainfall Amount: 0 inch M.Madani Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 152 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The sand PC grading continued over cell 2. The sand operation berms were completed. The work around the cell to clean and line up items continued. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 25 2020 Day: Tuesday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 151 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 24 2020 Day: Monday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work over grading sand PC placement continued today. The grading started from east end of cell and moving toward west. The soil pad was created at the location of pump station. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 150 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 21 2020 Day: Friday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia continued placing sand protective cover over cell 2. The grading started over the sand layer. The sand operation berms was under construction. The local electrician contractor continued working on the power to the new cell pump station. The Jetclean contractor was at the job site to jet the leachate collection line. A video of the process was provided. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 149 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The sand protective cover placement continued today. The work on the sump area and the leachate line, continued today. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 20 2020 Day: Thursday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 148 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 19 2020 Day: Wednesday Weather: Rain Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 1.2 inches Early storm event has caused some erosion which the contractor was in process of clean up. A section of The leachate collection line, was washed out, and reconstruction started. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 147 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The sand protective cover placement continued today over cell 2. The work on the sump area continued today. A local electrician contractor was at the job site to wire the new pump station of cell 2. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 18 2020 Day: Tuesday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 144 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The sand protective cover placement continued today over eastern section of cell 2. 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 17 2020 Day: Monday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Hallaton liner crew mobilized today to weld the rain flap associated with the operation and separation berm. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 145 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 15 2020 Day: Saturday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Hallaton liner crew completed installation of Rain flaps over the operation and separation berms. The boots were installed over the penetrations for all 3 operation berms and separation berm at west wing. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 143 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The sand PC placement continued today. The contractor was able to push toward sump area. the leachate collection system was under construction. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 14 2020 Day: Friday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 142 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 13 2020 Day: Thursday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia continued working on the leachate collection system at the sump area. The sump riser was installed, and 8" was extended toward the sump. The sand protective cover placement continued today. Hallaton liner crew mobilized today, and work on the operation berms over ce112. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 131 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 12 2020 Day: Wednesday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The sump riser was installed at the sump area. A non woven fabric was used as wrap to contain the 57 stone covering the riser. The sand protective cover placement continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 130 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 11 2020 Day: Tuesday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The Sand PC placement continued today. The riser pipe was welded, and stage is set to install the pipe at the sump area. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 129 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 10 2020 Day: Monday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the leachate collection system continued today. Sequoia also continued placing Sand PC materials over cell 2 . Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 128 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 8 2020 Day: Saturday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The installation of geocomposite drainage layer was completed today. All the repair details were done. Hallaton was in clean up and housekeeping mode. The crew demobilized today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 127 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 7 2020 Day: Friday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The geocomposite draiage layer installation continued today. The Hallaton liner crew moved toward east close to The sump area. Sequoia continued working on the Sand protective cover placement. The leachate collection system moving eastward toward sump. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 126 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 6 2020 Day: Thursday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0.2 inch Hallaton liner crew continued installation of geocomposite drainage layer. The seams were strap tied 5 ' apart, and 6" apart on end seams. The flaps were fusion bonded using a hot wedger. Sequoia was in process of placing sand PC over the western section. The leachate collection system was extended as the contractor moved forward placing PC. The tasks were not completed yet. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 123 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 5 2020 Day: Wednesday Weather: Partly Cloudy Temperature: < 32° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Hallaton crew started deployment of Geocomposite drainage layer. The section deployed was approved by surveying team to proceed. The first operation berm inside the cell 2 was under construction. Sequoia continued working on leachate collection liner. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 122 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 4 2020 Day: Tuesday Weather: Sunny Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Hallaton liner crew continued working on the tie in area to secure the primary liner. Certain sections required extrusion welding . The vacuum box testing continued over the repair area to confirm the intergity of the weld. Sequoia was in process of clean up in aftermath of storm. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 121 Client Name: Waste Connections Date: 8 3 2020 Day: Monday Project Name: Anson Landfill Phase 3 Cell 2 Weather: Rain Project No: 204558 Temperature: 70 - 90° General Contractor: Sequoia Evaluation Type: Regular Daily Rainfall Amount: 1 inch Location: Anson Lf The job site was shut down due to the storm. Sequoia was managing the water pump. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 119 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Sequoia was working on erosion control devices ahead of upcoming storm. A water pump was installed at the sump area to control the rain. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 2 2020 Day: Sunday Weather: Sunny Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 118 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 8 1 2020 Day: Saturday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The installation of GCL and Geomembrane over the eastern section was completed today. The repair details were completed. The majority of tie area was extrusion welded. The job site is preparing for upcoming tropical storm. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 117 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 31 2020 Day: Friday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The deployment of GCL and Geomembrane resumed today. The panels of 85 thru 96 were deployed. The seams were fusion welded using a hot wedges. Sequoia continued working on sand PC placement over the western section. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 115 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 30 2020 Day: Thursday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Hallaton liner crew concentrated on repair details over the western section of the cell 2. The repairs were done over the cross sections. Series of destructive samples were marked and cut by Hallaton. The work over the leachate line completed today at the western section of cell 2. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 114 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 29 2020 Day: Wednesday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0.3 inch Hallaton liner crew was able to deploy more panels of GCL and Geomembrane today. The installation was cut short due to rain event at the job site. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR WEEKLY Oasis Report # 113 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 28 2020 Day: Tuesday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Weekly Rainfall Amount: 0 inch Hallaton liner crew continued the installation of GCL and Geomembrane over the western section of cell 2. The deployment continued. Section of The tie area,was extrusion welded. To weld the seams, the contractor used fusion wedger to weld the seams between panels. Sequoia continued working on the leachate collection line at the eastern section. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 112 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 27 2020 Day: Monday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Hallaton liner installation crew mobilized today. The installation of GCL and Geomembrane resumed over the western section of cell 2. The deployment of panel 39 thru 49. The tie inarea was cleaned up and ready for extrusion welding. Sequoia was working over the leachate line at eastern section of the cell. The leachate line was consist of non woven fabric as the wrap, and the 8" perforated HDPE pipe covered with 57 stone. The task was not completed yet. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 111 Client Name: Waste Connections Date: 7 24 2020 Day: Friday Project Name: Anson Landfill Phase 3 Cell 2 Weather: Partly Cloudy Project No: 204558 Temperature: > 90° General Contractor: Sequoia Evaluation Type: Regular Daily Rainfall Amount: 0 inch Location: Anson Lf The moisture conditioning of clay surface continued today. The work on the tipper pad,was completed today. The erosion mat placement continued today. epd By Pr Pre ared ed B Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 110 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The moisture conditioning of clay liner continued today. Sequoia continued working on the tipper pad. The erosion matting continued to be placed over the outter slopes. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 23 2020 Day: Thursday Weather: Sunny Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 141 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 7 23 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 4 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 7 23 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density In -Place Moisture Comp. Req. Comp. Depth/ Dept Elev(pcf) Pass/ Fail Retest 101 N 3874800/ E 576500 P-8 89.7 27.1 96 95 3 Pass 102 N 3874790/ E 576580 P-8 90.0 27.0 96 95 3 Pass 103 N 3874760/ E 576550 P-8 89.6 27.2 96 95 3 Pass 104 N 3874740/ E 576560 P-8 89.8 27.0 96 95 3 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-8 CC-03 Red brown silty CLAY 93.4 1 26.2 JASTM D698 Method A Reviewed By: _M.Madani Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 109 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The work on the tipper pad continued today. the seeding contractor continued placing erosion mats over the outter slopes of cell 2. The clay liner surface was moisture conditioned today. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 22 2020 Day: Wednesday Weather: Sunny Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 108 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 21 2020 Day: Tuesday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia was working on the tipper pad. Adding more lifts, the contractor was able to continue constructing the pad. The seeding and grassing contractor continued placing erosion mats over the outter slopes of cell 2. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 140 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 7 21 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 6 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 7 21 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density In -Place Moisture Comp. Req. Comp. Depth/ Dept Elev(pcf) Pass/ Fail Retest 95 N 3874670/ E 576440 P-8 90.2 27.0 97 95 3 Pass 96 N 3874580/ E 576450 P-8 90.1 26.8 96 95 3 Pass 97 N 3874540/ E 576500 P-8 89.5 27.3 96 95 3 Pass N 38744510/ E 576400 I P-8 I 89.7 I 27.0 I 96 I 95 I 3 I Pass ��N N 3874710/ E 576500 P-8 89.8 27.2 96 96 3 Pass 3874750/ E 576570 P-8 90.2 26.9 97 95 3 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. NO. Material Description Density Moisture Test Method (pcf) P-8 CC-03 Red brown silty CLAY 93.4 1 6.2 JASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 107 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 20 2020 Day: Monday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The surface of clay liner at western section, was graded and the surveying team completed certifying the clay liner thickness. Sequoia was in process of contructing the tipper pad at northeast of the cell. The slopes of the outter cell, were covered with erosion mat. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 139 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 7 20 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 4 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 7 20 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density In -Place Moisture Comp. Req. Comp. Depth/ Dept Elev(pcf) Pass/ Fail Retest 91 N 3874560/ E 576440 P-8 90.2 26.9 97 95 3 Pass 92 N 3874610/ E 576375 P-8 90.0 27.1 96 95 3 Pass 93 N 3874690/ E 576450 P-8 89.5 27.6 96 95 3 Pass 94 N 3874725/ E 576470 P-8 89.9 27.3 96 95 3 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-8 CC-03 Red brown silty CLAY 93.4 1 26.2 JASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 138 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 7 20 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 4 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 7 20 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density In -Place Moisture Comp. Req. Comp. Depth/ Dept Elev(pcf) Pass/ Fail Retest 86 N 3874680/ E 576345 P-8 90.1 27.4 96 95 3 Pass 87 N 3874580/ E 576400 P-8 90.4 26.8 97 95 3 Pass 88 N 3874600/ E 576460 P-8 89.7 27.3 96 95 3 Pass 89 N 3874720/ E 576380 P-8 90.3 27.0 97 95 3 Pass 90 N 3874722/ E 576290 P-8 90.2 26.9 97 95 3 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-8 CC-03 Red brown silty CLAY 93.4 1 26.2 ASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 137 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 7 17 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 4 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date:? 17 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density In -Place Moisture Comp. Req. Comp. Depth/ Dept Elev(pcf) Pass/ Fail Retest 82 N 3874660/ E 576470 P-8 90.0 27.3 96 95 3 Pass 83 N 3874710/ E 576575 P-8 90.4 26.9 97 95 3 Pass 84 N 3874770/ E 576540 P-8 89.6 27.5 96 95 3 Pass 85 N 3874790/ E 576600 P-8 90.2 26.8 97 95 3 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-8 CC-03 Red brown silty CLAY 93.4 1 26.2 JASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 106 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 16 2020 Day: Thursday Weather: Sunny Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The grading of cell 2 clay liner continued today. Using a GPS equipped dozer, sequoia was able to work from west toward the sump area. Sequoia will be taking off tomorrow, Friday, be back next Monday July 20th. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 136 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 7 16 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 4 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date:? 16 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density In -Place Moisture Comp. Req. Comp. Depth/ Dept Elev(pcf) Pass/ Fail Retest 78 N 3874805/ E 576560 P-8 90.1 27.8 96 95 3 Pass 79 N 3874760/ E 576500 P-8 90.8 26.9 97 95 3 Pass 80 N 3874610/ E 576550 P-8 90.2 27.1 97 95 3 Pass 81 N 3874670/ E 576420 P-8 90.4 27.3 97 95 3 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-8 CC-03 Red brown silty CLAY 93.4 1 26.2 JASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 105 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 15 2020 Day: Wednesday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The clay liner grading continued today. Sequoia was using a GPS equipped dozer to grade the eastern section of cell 2. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 104 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 14 2020 Day: Tuesday Weather: Sunny Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia continued grading the final lift of clay liner. Using a GPS egipted dozer, the contractor was able to work it way from west to sump area. The task is ongoing. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 103 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 13 2020 Day: Monday Weather: Sunny Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The grading of clay liner continued today over the eastern section of cell 2. A GPS equipted Dozer was utilized for grading. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 135 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 7 13 2020 ❑ Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 6 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date:? 13 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 73 N 3874680/ E 576545 P-7 92.8 27.0 97 95 2 Pass 74 N 3874725/ E 576450 P-7 92.0 27.5 96 95 2 Pass 75 N 3874685/ E 576480 P-7 92.2 26.9 96 95 2 Pass N 3874610/ E 576510 I P-7 I 92.0 I 27.4 I 96 I 95 I 2 I ��N N 3874570/ E 576400 P-7 91.8 27.5 96 95 2 VPass 3874600/ E 576475 P-7 92.1 26.9 96 95 2 IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. NO. Material Description Density Moisture Test Method (pcf) P-7 CC-02 Red brown clayey SILT 95.7 1 5.5 JASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 102 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 10 2020 Day: Friday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The grading over the eastern section of cell 2 continued today. Moisture conditioned and graded to clay liner elevation. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 101 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 9 2020 Day: Thursday Weather: Sunny Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the grading of eastern section started today. Using a GPS equipted Dozer, the grading from west to east took place. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 100 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 8 2020 Day: Wednesday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on final lift of the cell 2 continued today. Moisture conditioned and compacted to required compaction values. Additional Shelby tubes were taken for permeability testing. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 99 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 7 2020 Day: Tuesday Weather: Rain Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0.5 inch Sequoia continued working on the clay liner over the eastern section of cell 2. The clay materials was transported from the borrow source to the cell, and moisture conditioned and compacted to minimum required compaction values. The rain event around noon, shut down the construction progress. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 98 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 6 2020 Day: Monday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the clay liner construction continued today. The contractor has been working on the east end of the cell around the sump area. The second lift was completed for the eastern section of cell 2. The field density testing continued today to confirm the required values for the project. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 134 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 7 6 2020 In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: ❑ Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938-° Oasis Representative Monitored Fill Placement .1V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 6 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 7 6 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 67 N 3874570/ E 576345 P-7 93.2 26.8 97 95 2 Pass 68 N 3874577/ E 576400 P-7 93.0 27.1 97 95 2 Pass 69 N 3874660/ E 576500 P-7 92.8 27.0 97 95 2 Pass N 3874710/ E 576510 I P-7 I 92.6 I 26.9 I 97 I 95 I 2 I ��N N 3874765/ E 576590 P-7 92.8 27.1 97 95 2 VPass 3874810/ E 576540 P-7 92.1 27.3 96 95 2 IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. NO. Material Description Density Moisture Test Method (pcf) P-7 CC-02 Red brown clayey SILT 95.7 1 5.5 JASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 97 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 2 2020 Day: Thursday Weather: Sunny Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The clay liner continued today. The clay materials were placed, moisture conditioned and compacted to minimum required values. The field density tests were done over the clay liner. Additional Shelby tubes were extracted and shipped to the lab for permeability testing. Sequioa shut down for the 4th of July holiday from Friday The July third thru Sunday The fifth. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 133 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 7 2 2020 In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: ❑ Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938-° Oasis Representative Monitored Fill Placement .1V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 6 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 7 2 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 61 N 3874800/ E 576540 P-6 94.8 27.2 95 95 1 Pass 62 N 3874760/ E 576540 P-6 94.1 27.4 95 95 1 Pass 63 N 3874700/ E 576500 P-6 94.7 27.2 95 95 1 Pass 64 N 3874670/ E 576490 I P-6 I 95.1 I 27.8 I 96 I 95 I 1 I Pass 65 N 3874720/ E 576560 P-6 95.4 27.6 96 95 1 Pass 66 N 3874680/ E 576420 P-6 95.7 27.8 96 95 1 1 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. NO. Material Description Density Moisture Test Method (pcf) P-6 CC-01 Red orange sandy SILT 99.3 1 2.5 JASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 96 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 7 1 2020 Day: Wednesday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the clay liner continued over the eastern section of cell 2. The contractor had been working on the 1st and second lifts. The field density tests were conducted to confirm the required compaction. series of Shelby tubes were extracted and sent to Oasis lab for permeability testing. The bulk clay samples were sent to the lab for proctor and classification values. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 95 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Anson Lf Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 30 2020 Day: Tuesday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The clay liner construction continued today. Series of Shelby tubes were extracted, and shipped to the oasis lab for permeability testing. Additional bulk clay samples were sent to the lab. The field moisture and density testing continued over the first lift of the cell. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 132 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 6 30 2020 ❑ Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 6 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 6 30 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 55 N 3874685/ E 567520 P-5 90.3 27.1 96 95 1 Pass 56 N 3874570/ E 567400 P-5 90.7 26.9 96 95 1 Pass 57 N 3874700/ E 567420 P-5 90.2 27.0 96 95 1 Pass 58 N 3874600/ E 567500 I P-5 I 90.7 I 27.1 I 96 I 95 I 1 I Pass 59 N 3874650/ E 567550 I P-5 90.5 26.8 96 95 1 Pass 60 N 3874760/ E 567640 I P-5 90.8 27.0 96 95 1 1 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. NO. Material Description Density Moisture Test Method (pcf) P-5 CB-03 Red silty SAND (SM) 94.3 1 26 JASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 94 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 29 2020 Day: Monday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The clay liner construction started today at east wing of the cell 2. Using the local borrow source, the contractor transported the clay materials to the cell. Moisture conditioned, disking, and compacting the lifts of clay liner. The field moisture and density tests were conducted to confirm the values set by the spec. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 92 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Anson Lf Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 26 2020 Day: Friday Weather: Sunny Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The surveying team was at the job site today to shoot the subgrade level at east end of the cell 2. The task was completed today. Sequoia was working on the access road at northeast of cell 2. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 91 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Anson Lf Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 25 2020 Day: Thursday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the subgrade continued today. The grading was completed today ahead of the surveying. The work on The sand protective cover continued today. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 125 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 6 25 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 ❑ Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 4 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 6 25 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 32 N 3874745/ E 576400 P-1 109.6 16.5 98 95 3 Pass 33 N 3874600/ E 576455 P-1 109.4 15.8 98 1 95 4 Pass 34 0.0 0.0 0.0 0 1 0 35 0.0 0 1 0 IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-1 SF-01 Tan silty SAND (SM) 111.7 1 15.7 JASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 90 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The grading over the eastern half of the cell 2, continued today. The work on leachate collection system continued today. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 24 2020 Day: Wednesday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 89 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 23 2020 Day: Tuesday Weather: Overcast Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the subgrade continued today at east end of the cell 2. The contractor was in grading mode. The work on the leachate collection system continued today. The HDPE perforated pipe was being installed. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 88 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 22 2020 Day: Monday Weather: Partly Cloudy Temperature: > 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia continued working on the sand protective cover over the west end of the cell 2. The leachate collection system was being installed. Adding the 8" perforated HDPE at the center of the leachate line. The contractor continued working on the subgrade level at the east end of the cell. The grading started on the subgrade started today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 87 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 19 2020 Day: Friday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the leachate collection system started today. The leachate collection system is consist of The fabric, gravel, and the perforated HDPE pipe. The fabric was installed and 3" of gravel below the pipe. This process does continue. The sand protective cover placement continued today. The subgrade work continued today, placing more fill materials over the east end of the cell. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 86 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 18 2020 Day: Thursday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia continued placing the sand protective cover over the west end of cell 2. Using series of off road trucks, the contractor transported the materials to the cell. A lite weight dozer was used to spread the PC. The leachate collection system installation was underway today. Placing non -woven fabric over the geocomposite layer, and placing 57 stone, 3" thick over the fabric as bedding for the perforated HDPE pipe. The work on the subgrade continued today at the east end of cell 2. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 124 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 6 17 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 4 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 6 17 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 28 N 3874660/ E 576450 P-1 110 16.7 98 95 4 Pass 29 N 3874865/ E 576520 P-1 109.7 16.0 98 95 3 Pass 30 N 3874666/ E 576520 P-1 110.2 15.8 99 95 4 Pass 31 N 3874710/ E 576345 P-1 109.8 16.4 98 95 3 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-1 SF-01 Tan silty SAND (SM) 111.7 1 15.7 JASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 85 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Due to weather impact, there was no activity from the general contractor. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 17 2020 Day: Wednesday Weather: Rain Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0.4 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 84 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Due to rain event, there was no construction activities at the job site. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 16 2020 Day: Tuesday Weather: Rain Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0.4 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 83 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The sand protective cover placement continued today at west end of the cell 2. The fill placement continued over the eastern section of the cell. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 15 2020 Day: Monday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 82 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 12 2020 Day: Friday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The sand protective cover placement continued today. The Sequoia's off road trucks, started hauling the PC from the on -site stockpile. The trucks moving on the sand pad, delivered their loads to the cell. A lite weight Dozer was utilized to spread the sand. Sequoia continued placing fill over the eastern section of cell 2. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 81 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Sequoia was in clean up mode. No construction activities. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 11 2020 Day: Thursday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 80 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Rain event. No construction activities at the job site. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 10 2020 Day: Wednesday Weather: Rain Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0.5 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 79 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 9 2020 Day: Tuesday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The sand protective cover placement continued over the western section of cell 2. Series of random trucks, delivered their loads to the western section of the cell. Sequoia continued placing fill materials over the eastern section of cell 2. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 78 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 8 2020 Day: Monday Weather: Sunny Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia started placing the sand protective cover over lined section of cell 2. Series of random trucks, delivered their loads directly into the cell. The work started from southwest of cell 2, pushing toward east. The sand pad was created to allow the trucks move the materials to the cell. The structural fill materials was placed over the east section of the cell, compacted to required values. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 77 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Sequoia was in clean up mode due to weather impact. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 5 2020 Day: Friday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 76 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The job site was shut down due to weather impact. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 4 2020 Day: Thursday Weather: Rain Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0.4 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 75 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The fill placement continued today over the east end of cell 2. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 3 2020 Day: Wednesday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 74 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 2 2020 Day: Tuesday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The fill placement continued over the eastern section of cell 2. The structural fill materials was brought in from on -site borrow source. The field density tests were performed to confirm minimum compaction required by the spec. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 73 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 6 1 2020 Day: Monday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The underground drainage system was installed today. Using fabric and 75 stone, Sequoia created a basin for the spring water filtered through rocks and discharged using a HDPE pipe. The pipe was extended outside the cell limit. Sequioa continued placing fill at the east end coving the underground drainage system. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 72 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 29 2020 Day: Friday Weather: Sunny Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The structural fill materials was placed today at the east end of cell 2. Using series of off road trucks, the materials were transported from the local borrow source and compacted to required compaction. The location of underground spring water was cleaned up for installing the drainage system. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 71 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 28 2020 Day: Thursday Weather: Sunny Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the subgrade continued today at west end of cell 2. The wet and organic materials, were sent to active cell. The structural fill materials brought in from the borrow area. The underground spring water location was located for installation of underground drainage system. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 70 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 27 2020 Day: Wednesday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the existing wetland continued today by removing the unsuitable materials. The materials were sent to active cell. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 69 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The rain event over the weekend. Sequoia was in clean up mode. Erosion control devices were inspected and repaired. Sequoia was in process of removing trees and vegetation from the existing wetland. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 26 2020 Day: Tuesday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 68 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 21 2020 Day: Thursday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The core of engineering representative visited the site for permitting Sequoia to enter the wetland at the cell 2 foot print. Occational rain at the job site. Sequoia would be taking off today, and will be back to the job site next Tuesday after the memorial holiday. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 67 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Wet condition at the job site. Sequoia was in clean up mode. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 20 2020 Day: Wednesday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 1 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 66 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Hallaton continued placing geocomposite layer. The installation was interrupted by rain storm. early shut down. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 19 2020 Day: Tuesday Weather: Rain Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 4 inches Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 65 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 18 2020 Day: Monday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The surveying team was at the job site to shoot the top of the liner creating as built. The task was completed. Hallaton started deployment of geocomposite drianage layer over the installed geomembrane. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 64 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 16 2020 Day: Saturday Weather: Sunny Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Hallaton continued working on repair details. The tie in area was still under repair details. The patches and extrusion welds, were tested by vacuum box. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 61 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 14 2020 Day: Thursday Weather: Sunny Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The liner system installation continued today. Placing GCL layer, covered with HDPE textured geomembrane. Total of 22 panels were deployed. The air tests were done on majority of the seams. Some of the repair details were done using a extrusion gun. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 60 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 13 2020 Day: Wednesday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Hallaton liner crew started the installation of synthetic materials over the clay liner. Starting with GCL layer, the contractor furnished the soil Iayer.Total of 9 geomembrane panels were deployed over the GCL. 2 fusion welders were used to weld the seams. Air tests were done over some of the welded seams. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 59 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The finishing touches over The outter seperation berm was completed. The surveying team certified the clay liner thickness on the berm. Hallaton liner installation crew mobilized today. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 12 2020 Day: Tuesday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 63 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 11 2020 Day: Monday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Hallaton liner crew completed the repair details over the lined section of cell 2. Additional destructive samples were given to Oasis to ship to the lab. The surveying team was at the job site to shoot the top of the liner. This would create as built of the panel locations and repair details. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 58 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 11 2020 Day: Monday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia is working on the outter berm to place clay materials. The required field testing was done to approve the clay liner at the location. The surveyor team was at the job site to certify the liner thickness. The sand protective cover hauling was an ongoing task. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 57 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 11 2020 Day: Monday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia is working on the outter berm to place clay materials. The required field testing was done to approve the clay liner at the location. The surveyor team was at the job site to certify the liner thickness. The sand protective cover hauling was an ongoing task. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 56 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 8 2020 Day: Friday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The grading over cell 2 partial clay liner continued today. The outter separation berm also was being graded. Sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 53 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: S 8 2020 In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: - Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938-° Oasis Representative Monitored Fill Placement .1V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 10 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Saeed Abdolpour DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: S 8 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Depth/ Pass/ Fail Retest 47 N 3874600 E 576350 P-5 91.5 27.9 97 95 3 Pass 48 N 3874550. E 576340 P-5 90.6 28.5 96 95 3 Pass 49 N 3974530. E 576300 P-5 90.9 28.3 96 95 3 Pass 50 N 3874510. E 576250 P-5 90.6 28.3 96 95 3 Pass 51 N 3874560. E 576205 P-5 91.0 27.8 97 95 3 Pass 52 N 3874580.E 576200 P-5 90.7 28.0 96 95 3 Pass 53 N 3874640. E 576320 P-5 90.9 28.0 96 95 3 Pass 54 N 3874650. E 576350 P-5 90.6 28.1 96 95 3 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-S CB-03 Red silty SAND (SM) 94.3 26 ASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 55 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 7 2020 Day: Thursday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia was in process of grading the final lift of clay liner. The section at west end, will be lined which the contractor was constructing. The required testing was done. the sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 52 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: S 7 2020 In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: - Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938-° Oasis Representative Monitored Fill Placement .1V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 10 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 5 7 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 37 N 3874440. E 576350 P-4 91.8 28.1 96 95 2 Pass 38 N 3874445. E 576340 P-4 91.9 28.0 96 95 2 Pass 39 N 3874440. E 576300 P-4 91.7 28.1 96 95 2 Pass 40 N 3874550 E 576220 P-4 91.9 27.9 96 95 2 Pass 41 N 3874510. E 576250 P-4 92.0 27.8 96 95 2 Pass 42 N 3874530.E 576310 P-4 6 28.1 96 95 2 Pass 43 N 3874600. E 576250 P-4 7 28.0 96 95 3 Pass 44 N 3874460.E 576300 P-4 192.1 27.8 96 95 3 Pass 45 N 3874490. E 576220 P-4 8 28.0 96 1 95 3 Pass 46 IN 3874480. E 576300 P-4 92.0 27.7 96 1 95 3 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-4 CB-02 Red yellow sandy SILT 95.6 1 25.2 ASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 54 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Due to rain event, Sequoia shut down today. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 6 2020 Day: Wednesday Weather: Rain Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0.4 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 46 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Due to rain event early this morning, Sequoia had to shut down. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 5 2020 Day: Tuesday Weather: Rain Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0.2 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 45 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 4 2020 Day: Monday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on clay liner construction continued today. The contractor has been working on 2nd lift of clay liner. The required testing has been done to qualify the clay materials during construction. The permeability testing is an ongoing task. Additional Shelby tubes were sent to Oasis lab. The results have met minimum requirements. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 51 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: S 4 2020 In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: - Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938-° Oasis Representative Monitored Fill Placement .1V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 10 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: S 4 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 27 N 3874560. E 576335 P-3 91.7 27.5 96 95 2 Pass 28 N 3874580. E 576340 P-3 91.9 27.4 96 95 2 Pass 29 N 3874600. E 576335 P-3 91.7 27.4 96 95 2 Pass 30 N 3874630 E 576310 I P-3 I 91.5 I 27.9 I 95 I 95 I 2 I Pass 31 N 3874660. E 576210 P-3 91.7 27.5 96 95 2 Pass 32 N 3874650. E 576280 P-3 91.6 27.1, 96 95 2 Pass 33 IN 3874635. E 576315 P-3 1 91.4 1 27.8 95 95 1 2 1 Pass 34 N 3874640. E 576290 P-3 91.9 27.4 96 95 2 Pass 35 N 3874590. E 576240 P-3 91.6 27.5 96 95 2 Pass 36 N 3874585. E 576235 P-3 1 91.8 27.6 96 95 1 2 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-3 CB-01 Red orange silty CLAY 95.9 1 24.2 ASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 44 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 5 1 2020 Day: Friday Weather: Overcast Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia continued placing clay materials over west end of cell 2. The moisture conditioning and compacting the first lift of clay liner. series of Shelby tubes and bulk clay and sand samples collected, and sent to the lab for testing. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 43 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Heavy rain event early this morning. Sequoia had to shut down. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 30 2020 Day: Thursday Weather: Rain Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 3 inches Reviewed By Respectfully submitted OASIS CONSULTING SERVICES OASIS CONSMING SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 42 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 29 2020 Day: Wednesday Weather: Sunny Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on first lift of clay liner started from NW corner of the cell. The clay materials has been processed, moisture conditioned, and compacted to minimum requirements by the spec. Series of field density tests were performed to confirm the compaction. series of Shelby tubes were sent to Oasis lab for permeability testing. the sand protective cover hauling continued today. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 Reviewed By Respectfully submitted OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 49 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 4 29 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 8 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 4 29 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 11 N 3874470. E 576380 P-4 91.1 27.3 95 95 1 Pass 12 N 3874530. E 576290 P-4 91.8 27.7 96 95 1 Pass 13 N 3874570. E 576350 P-4 91.7 27.4 96 95 1 Pass 14 N 3874470 E 576210 P-4 91.2 27.4 95 95 1 Pass 15 N 3874350. E 576300 P-4 91.8 27.8 96 95 1 Pass 16 N 3874570.E 576340 P-4 91.6 27.6 96 95 1 Pass 17 N 3874600. E 576340 P-4 91.9 27.4 96 95 1 Pass 18 N 3874670 E 576300 P-4 91.7 27.6 96 95 1 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-4 CB-02 Red yellow sandy SILT 95.6 25.2 ASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 35 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 28 2020 Day: Tuesday Weather: Sunny Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the first lift of clay liner continued today. The clay materials from borrow area, was spread and disked. Using water truck, the contractor moisture conditioned and disked the sections. Using a vibrating sheep foot compactor, the areas were compacted to minimum of %95 compaction. Another truckload of GCL arrived at the job site. The sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 48 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 4 27 2020 ❑ Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 8 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 4 27 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 3 N 3874570. E 576210 P-3 91.8 27.2 96 95 2 Pass 4 N 3874590. E 576205 P-3 91.7 27.3 96 95 2 Pass 5 N 3874630 E 576220 P-4 91.1 27.5 95 95 1 Pass 6 N 3874700. E 576230 I P-4 I 91.7 I 27.1 I 96 I 95 I 1 I Pass 7 N 3874770. E 576200 P-3 91.5 27.3 95 95 1 Pass 8 N 3874740.E 576190 P-3 91.8 27.0 96 95 1 Pass 9 N 3874760. E 576235 P-3 91.2 27.6 95 95 1 Pass 10 N 3874745. E 576250 P-3 91.6 27.4 96 95 1 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-4 CB-02 Red yellow sandy SILT 95.6 25.2 ASTM D698 Method A P-3 CB-01 Red orange silty CLAY 95.9 1 24.2 JASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 34 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 27 2020 Day: Monday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The clay test pad was completed today. The Shelby tubes for permeability testing were collected and sent to Oasis lab. Sequoia started mass clay production. The testing for mosisture and compaction continued today. Sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 47 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 4 24 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 2 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Saeed Abdolpour DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 4 24 2020 Inspector: Saeed Abdolpour Dry In -Place Comp. Req. Depth/ eptElev Pass/ Test No. Location Proctor Ref. Density Moisture Comp. Fail Retest (pcf) 1 N 3874567. E 576220 P-3 1 92.1 27.3 96 95 1 Pass 2 N 3874535. E 576225 P-3 92.0 27.2 96 95 1 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-3 CB-01 Red orange silty CLAY 95.9 1 24.2 ASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 33 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The oasis field agent was at the waste connections transfer station today. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 24 2020 Day: Friday Weather: Sunny Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 32 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The rain event throughout the day. No activities from Sequoia. Shutting down. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 23 2020 Day: Thursday Weather: Rain Temperature: < 32° Evaluation Type: Regular Daily Rainfall Amount: 0.6 inch k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 31 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The west end of cell 2, was certified with subgrade level. 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 22 2020 Day: Wednesday Weather: Sunny Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The test pad for clay liner construction, was constructed. Sequoia was able to work only on bottom lift before closing. 2 tubes were extracted, and sent to Oasis lab for permeability testing. Additional rolls of GCL was delivered today. Sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 30 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Due to wet condition of the job site, there was no construction activity. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 21 2020 Day: Tuesday Weather: Overcast Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 29 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Rainy day. Sequoia had to shut down the construction. 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 20 2020 Day: Monday Weather: Rain Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 1.2 inches The contractor was assisting with unloading the truckloads of GCL synthetic clay, and 4 truckloads of geocomposite drainage layer. they also assisted the drilling company Reddog with abandonment of 4 GW wells. The existing GW wells were located alongside the north wing of the cell, the location of clay borrow area. The process was observed and photo documented by Oasis Site manager. Due to wet condition of the jobsite, no PC hauling took place. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 28 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf The subgrade at west end of cell 2, was rolled to protect the soil from upcoming storm. improving the erosion control devices around the existing wetland. The sand PC from 2 quarries, was transported to the job site. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 17 2020 Day: Friday Weather: Sunny Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 27 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf area 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 16 2020 Day: Thursday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the subgrade continued today at west end of cell 2. The overburdened materials from clay borrow area, was used to grade the subgrade level to design elevation. The sand PC hauling continued today supplying the landfill with 2 PC materials from 2 quarries, blended at the stockpile west of cell 2. The primary liner alongside the tie in area, was under clearing. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 41 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 4 14 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 ❑ Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 5 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 4 14 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 23 N 3874715 E 576540 P-1 109.1 15.9 98 95 5 Pass 24 N 3874806 E 576540 P-1 108.7 16.5 97 95 5 Pass 25 N 3874771 E 576579 P-1 109.0 15.7 98 95 6 Pass 26 N 3874780 E 576500 P-1 109.3 16.2 98 95 5 Pass 27 N 3874760 E 576600 P-1 108.9 15.3 97 95 4 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-1 SF-01 Tan silty SAND (SM) 111.7 1 15.7 ASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 24 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Early rain event shut down the job site. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 13 2020 Day: Monday Weather: Overcast Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0.5 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 23 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Wet condition at the job site, the contractor was cleaning up. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 10 2020 Day: Friday Weather: Sunny Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 22 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Due to rain event this morning, Sequoia had to shut down. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 9 2020 Day: Thursday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0.4 inch k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 21 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 8 2020 Day: Wednesday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on subgrade continued today at the job site. The separation berm at north end, was under construction. The clay borrow source was cleared of topsoil, and the overbourdened materials were used as structure fill for fills. Sand protective cover hauling continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 20 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 7 2020 Day: Tuesday Weather: Sunny Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia was in process of grading The subgrade level at the west end. The third party surveyor was at the job site to shoot certain areas of the cell. At the east end, the contractor was placing fill to bring the elevation to design elevation. At the clay borrow area, the contractor was removing the topsoil to access the clay materials. Topsoil materials were transported to active cell. The sand protective cover hauling, continued today. The materials were being stockpiled at west of cell 2. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 19 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 6 2020 Day: Monday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Sequoia contractor continued placing fill at the areas inside the cell 2. At the west end, the contractor was able to grade that end. Certain areas over the subgrade, were probed searching for cavities. The marked areas were reconstructed and compacted. The field density testing was an ongoing task. The sand protective cover continued arriving at the job site. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 18 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 3 2020 Day: Friday Weather: Sunny Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the subgrade continued today. The combination of structural fill materials from the cut and borrow source were used to add fill to certain areas of the cell 2. The areas were compacted and tested for density values. Sand protective cover transportation to The landfill continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 17 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 2 2020 Day: Thursday Weather: Sunny Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the subgrade continued today. Sequoia has cut the west end of cell 2 to design elevation. The materials from cut was used for the fill at the other sections of the cell. the clay borrow area was stripped of vegetation. The sand protective cover was hauled in today from the Quarry. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 39 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 4 1 2020 In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: ❑ Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938-° Oasis Representative Monitored Fill Placement .1V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 4 No. of Retests: Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 4 1 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 15 N 3874600. E 576390 P-1 109.1 16.2 98 95 7 Pass 15 N 3874607 E 576338 P-1 109.8 16.9 98 95 4 Pass 16 N 3874577. E 576342 P-1 108.9 17.6 97 95 4 Pass 17 N 3874573. E 576346 P-1 109.5 16.3 98 95 2 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-1 SF-01 Tan silty SAND (SM) 111.7 1 15.7 JASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 16 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 4 1 2020 Day: Wednesday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on subgrade continued today. The structure fill materials were excavated from designated borrow sources at the landfill. A few cavities were discovered. The areas were cut for unsuitable materials, and replaced with good soil. The sand protective cover hauling continued today. Series of tandom trucks were use to transport the materials from the Quarry to the job ite. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 15 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 31 2020 Day: Tuesday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0.4 inch The contractor continued with subgrade work. The location of cell 2, required cut and fill process to bring the subgrade elevation to required design elevation. The compaction of lifts was done using a sheep foot compactor. the sand protective cover hauling started today. A designated area at west end of cell 2, was used for PC stockpile. Rain started around 3pm, shutting down the general contractor. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 38 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 3 30 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 5 No. of Retests: 0 Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 3 30 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 10 N 3874780. E 576450 P-2 105.1 16.4 98 95 5 Pass 11 N 3874670. E 576530 P-2 104.8 16.8 97 95 5 Pass 12 N 3874715. E 576590 P-2 105.3 16.1 98 95 4 Pass 13 N 3874685. E 576521 P-2 105.1 17.0 98 95 5 Pass 14 N 3874666 E 576475 P-2 104.9 17.2 97 95 5 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-2 SF-02 Tan sandy SILT (ML) 107.7 J 16.8 ASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 14 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 30 2020 Day: Monday Weather: Partly Cloudy Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on subgrade continued today at the location of new cell 2. The contractor followed the cut & fill process to bring the subgrade up to design elevation. The field density testing was performed on compacted areas to confirm minimum required compaction. All erosion control devices have been inspected for functionality. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSMING SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 13 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 27 2020 Day: Friday Weather: Sunny Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the subgrade continued today at the location of the cell 2. Based on design, certain areas require cut, the cut materials have been used as fill for other sections of the cell. Using a sheep foot compactor, the contractor compacted the lifts placed. All erosion devices and silt fences were inspected. The diversion berm is operational after the first rain storm. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 12 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 26 2020 Day: Thursday Weather: Sunny Temperature: 70 - 90° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on the subgrade continued at the location of the cell 2. Using cut and fill method, the contractor used the cut materials from one location to fill the other location. the silt fences were inspected for any repair. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 OASIS CONSUL7ING SERVICES FIELD INSPECTION REPORT Oasis Report # 37 Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Area/Location Inspected: DETAILS & FINDINGS OF INSPECTION V- FILL CONTROL In -place density testing was performed on the compacted material, at the above referenced location, in accordance with: 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project204558 Number: Date: 3 25 2020 .1V Soil Fill ❑ Graded Aggregate Base (GAB) ❑ Manufactured/Natural Sand ❑ Nuclear Gage Method - ASTM D6938 V Oasis Representative Monitored Fill Placement V Drive Cylinder Method - ASTM D2937 ❑ Oasis Representative Did Not Monitor Fill Placement ❑ Sand Cone Method - ASTM D1556 Compaction Criteria: 95 % of the maximum proctor test dry density. No. of Tests: 4 No. of Retests: 0 Refer to the attached sheets for the detailed test results and approximate locations REMARKS Prepared By: Saeed Abdolpour Respectfully submitted Copyright Oasis Consulting Services 2016 OASIS CONSULTING SERVICES OASIS CONSUL7ING SERVICES REPORT OF FIELD DENSITY TEST RESULTS Project: Anson Landfill Phase 3 Cell 2 Client: Waste Connections Contractor: Sequoia DETAILS & FINDINGS OF INSPECTION 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Project Number: 204558 Date: 3 25 2020 Inspector: Saeed Abdolpour Test No. Location Proctor Ref. Dry Density (pcf) In -Place Moisture Comp. Req. Comp. Depth/ Elev. Pass/ Fail Retest 6 N 3874760. E 576540 P-1 108.9 16.6 97 95 4 Pass 7 N 3874745. E 576570 P-2 104.0 17.0 97 95 4 Pass 8 N 3874780. E 576550 P-2 104.6 16.9 97 95 3 Pass 9 N 3874790. E 57640 P-2 104.9 17.2 97 95 4 Pass IF REPORTED ABOVE, MOISTURE CONTENT TESTING WAS PERFORMED IN ACCORDANCE WITH ASTM D4959. FIELD PROCTOR CHECK POINT WAS PERFORMED IN ACCORDANCE WITH ASTM D698. PROCTOR TEST REFERENCE TABLE Proctor Max. Dry Opt. No. Material Description Density Moisture Test Method (pcf) P-1 SF-01 Tan silty SAND (SM) 111.7 15.7 ASTM D698 Method A P-2 SF-02 Tan sandy SILT (ML) 107.7 16.8 ASTM D698 Method A Reviewed By: Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 11 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf Due to weather impact, Sequoia had to shut down. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 25 2020 Day: Wednesday Weather: Rain Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0.7 inch Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 10 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf es 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 24 2020 Day: Tuesday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0.3 inch the cut and fill process continued today at the cell 2 location. The cut materials were being used as fill. The erosion control devices were inspected. rain started around 3:30pm. The contractor shut down. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 9 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson Lf 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 23 2020 Day: Monday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0.5 inch Series of clay samples from on -site borrow source were collected and shipped to Oasis lab for testing. the work on subgrade continued today. the contractor had to shut down around noon due to rain storm. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 8 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson LF the structural fill placement continued today at the cell 2 construction site. using cut and fill method, the contractor cutting the subgrade to design elevation. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 20 2020 Day: Friday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 7 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Sequoia Location: Anson LF 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 19 2020 Day:Thursday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The work on structure fill continued today. Addition to using borrow area, some of the materials were cut and fill. Visual observation and compaction testing has been in place. the construction of the diversion berm was completed. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 6 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Soquioa Location: Anson landfill 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 18 2020 Day:Wednesday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The general contractor started placing structure fill materials at north east corner of cell 2. Using onsite borrow source, the contractor placed layers of fill. the work on the diversion berm continued today. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 5 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Soquio Location: Anson landfill 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 17 2020 Day:Tuesday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The clearing of the location of cell 2, continued today. Erosion control devices have been installed and completed. the contractor started working on the diversion berm on existing cell. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 4 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Soquio Location: Anson of 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 16 2020 Day: Monday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch Contractor contunued with placement of structural fill and Oasis personnel monitored all activities. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 3 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Soquio Location: Anson landfill 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 14 2020 Day: Saturday Weather: Sunny Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch The task of stripping the job site continued today. The access materials are being sent to active cell. series of off road trucks; Dozers, and excavators were utilized today. Saeed Abdolpour Prepared By Copyright Oasis Consulting Services 2016 k�{ eN k Reviewed By Respectfully submitted OASIS CONSULTING SERVICES 6 OASIS SERVICE$ FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 2 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: Soquio Location: Anson landfill the removal of vegetation and clearing continued today at the location of cell 2. Access materials from the task, are being moved to active cell. 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 13 2020 Day: Friday Weather: Sunny Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch series of soil samples were collected from structure fill and protective cover sources. These materials are in process of being shipped to Oasis Lab. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 6 OASIS C-ONSULTHIG SERVICES FIELD INSPECTION REPORT REGULAR DAILY Oasis Report # 1 Client Name: Waste Connections Project Name: Anson Landfill Phase 3 Cell 2 Project No: 204558 General Contractor: SEQUOIA Location: Anson Landfill Sequoia Contractor has been in mobilization mode. Majority of the construction equipments are at the job site. clearing and removing vegetation have been in progress. 45 Woodstock Street - Roswell, GA 30075 Tel. 678-739-2400, Fax 770-552-5550 Date: 3 12 2020 Day: Thursday Weather: Partly Cloudy Temperature: 50 - 70° Evaluation Type: Regular Daily Rainfall Amount: 0 inch the small existing ponds have been cleared of siltation , or being removed based on the cell design. series of soil samples have been collected and shipped to the labs for testing. Saeed Abdolpour Prepared By Reviewed By Respectfully submitted OASIS CONSULTING SERVICES Copyright Oasis Consulting Services 2016 APPENDIX H LEACHATE COLLECTION LINE VIDEO INSPECTION R[IaMITTAL LRTTRR Sequoia Services 7815 National Service Rd. -Suite 606 Greensboro, NC 27409 TEL: 336.906.0022 PROJECT SnMMARY PROJECT NAME: Anson Landfill Ph.3 Cell Expansion Sequoia PROJ #: NC-03075 OWNER: Waste Connections, Inc. CQA: Oasis CONTRACTOR: Sequoia Sewices S[1RNITTAL S[1lQIARY SPEC./Drawing #: 02710 SEQUENCE. NO.: 4 SUBMISSION TYPE: Original SUBMITTAL DESCRP: HDPE Leachate Piping ASTM Reference: SUBMITTAL NO.: 018 SUBMITTAL DATE: 5/6/2020 OWNERS Proj.#: OWNERS REP: Nelson Breeden QA Rep.: Mike Monteleone CONTRACTORS REP: Philip Banks SUBCONTRACTOR: Jet Clean America SUPPLIER/Manufctr: PAR&.: ITEM TYPE.: DESCRIPTION: REMARKS CQA Plan n/a TR HDPE Pipe -Jet Clean Americ Report & Video Miscellaneous Info: Attached i submittal info a referenced. A link is provided in the email that this submittal was attached to providing access to a drop box with video's of the pipe cleaning. sPlease return a reviewed/approved submittal to brace@se qse rv.com. Thanks Cettifioetion Statement: By this submittal, I hereby certify that the above submitted items have been reviewed in detail and are correct and in strict conformance with the Contract Drawings and Specifications except as noted. By: Date: Bruce Sekaly QC Manager APPROVAL/NOTES: Date: --Shop Drawings'=Frod— Data, Mi—Miscellaneous Info, Ta= Test Remits; O =0p/Maintenance Manual; S-Sample; FIO=For Info Only; Certs=Cex[iflcatlons JETCLEAN AMERICA HIGH PRESSURE WATER JETTING EXPLOSION PROOF VIDEO INSPECTION VACUUM TRUCK SERVICES W W W .JETCLEANAMERICA. COM 7538 DUNBRIDGE DRIVE ODESSA, FL 33556 T: 800-226-8013 / F: 813-926-4616 JETCLEANAMERICA@YAHOO. C OM Sequoia Services, LLC Anson County Landfill Phase 3 - Cell 2 - Expansion New HDPE Leachate Piping Work Performed August 2020 Conducted By: Jetclean America 800-226-8013 JETCLEAN AMERICA HIGH PRESSURE WATER JETTING 7538 DUNBRIDGE DRIVE EXPLOSION PROOF VIDEO INSPECTION ODESSA, FL 33556 VACUUM TRUCK SERVICES T: 800-226-8013 / F: 813-926-4616 WWW.JETCLEANAMERICA.COM JETCLEANAMERICA@YAHOO.COM REPORT DATE :8/24/2020 TO : Bruce Sekaly — Sequoia Services, LLC FROM : Ralph Calistri Oetcleanamerica@yahoo.com) SUBJECT : Anson County Landfill - Phase 3 - Cell 2 Expansion - New HDPE LCS Piping Jetclean America completed the high-pressure water jetting and explosion -proof video - inspection of the new Phase 3 - Cell 2 HDPE leachate collection piping on 8/21/2020. Included with this report is the applicable Jetting Log, CCTV Survey List, Pipe Graphic Reports, and videos in .mp4 format for complete detailed reference. High-pressure Water-iettin2: The new Phase 3 - Cell 1 HDPE leachate collection piping was jetcleaned in its entirety. LOCATION 11OW DISTANCE (ft) Phase 3 — Cell 2 — C01 700' Phase 3 — Cell 2 — CO2 500' Phase 3 — Cell 2 — CO3 600' Phase 3 — Cell 2 — C04 400' Phase 3 — Cell 2 — C05 300' Phase 3 — Cell 2 — Sump 65' Explosion -proof Video -inspection: After jetcleaning was completed, the above piping was video -inspected in entirety using certified explosion -proof equipment (see included CCTV Survey List, Pipe Graphic Reports, and Video Footage). All areas of the piping viewed with the inspection camera appeared to be in good condition, with no defects noted. Please call us with questions or concerns. 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I I I I I I III } I // L_( I I IIII I \ �/ ,- � \ \ /�� / / I \\ " I ) I I���' � I � / _ / 1 1 1 V I IIII I I // \ I / , ., , � \ \ > ' �'% f / I \ I / --,� I ( / / / ����- 1-- II I II I I11 1 1 // ) 11 / 11 I 1 \ / _ �/ice �'< \ \ j� I \C6� 1)I(\,' / (/ �-_'1' � I ,`�/ I_IIIII II I II�/" / // `/II// /�/, - \ \\\ 1I J I �\ � l ��� /� - I /' 1 1\ \�'� \ ' I I I I I II'� IIl I ,� I/_^����, / (/ Ii iI//v� I \ \ \\ \\ \ / (\\ \ \�`�1( \ / / // II�/ �� % / ll I I,11 I,�j / \ / I I I �/- I / / / , / /,� I ///// \ I �) I ��(((/ / \ \ \ \ 1 __ / / / //� I �I / / I \ I ( \ \ \\l� \ / / / I / / / / I EXISTING LEACHATE FORCEMA/N i / \ \ I I �_�l #//l I 11 f \, I `` \\ \ !� I ( \ \\ \ \\� �\ / / / , / // /,// ,/ /� /�, \ \ 1 II I I I 1N( ' ( \ \/\ \\\ I \ \ \ \�\ / // / ��\ _---� \ / // // / Z/` , (I IVIII I / / I I //�� -\� > \- \ 11'/ � \ \ Qp \ / L 1 I--_/ / \ / / / I I I \ I I \ 1 /) ,/'//// \ I IIII\> \)<<,,1 \\ \\ \ 7 , _ / ___ \, f f �` \� ,,,IIII „j\I+1 f-� \ 1,, N ,�1,,, I 1I t„ / / I � ___ </ / ) j \ \ (( 1 ,9 I \\ \ \ \\ \ / / / C �- - - -�� \\ \\\ \ I I I \ o \r/ ////�_\ I \ \ \ \ > \ \ / / �_ ( \ II I��I�III I1 �/%/' \_ / \\ \_ \\ / _ \ /------------ __ \\\\\ \ JI II I\1II I \ I1 f \ �I /�// / �i /// _,,? �- - �J \ \\-,� \N �\ \ \ \\ % -r�� _ ____- _�--- � _ -____ \\\\\ \ \ 1 \ \ I I I \I IIII I I I��\I I I\\ \\ \ \ //// ( �i ---� -1. \ \\ \ \ \ C �� ) _________-- _ -- --- \ A\ \ 1 1 I I I 1 I \ \ \\ \ \ _ I I III l Y I /�. / // / \ /_ i i _ 1 `~-�� /� \ \ I \\ \ \ \ \� �f �_-- J/ _ _ - -- _\� \\ \\\\\ \ \ \ 1 \ \ I I I���:I'lTr� I I I\1 I\�I\ \\\ \\ / /', / I \ / i' = �\ �L� \ \ I \` \\ \\ �'� --�� - _-,-- _ __- _-- - ____ ___\� \\\\\\\ \ 1 \ \ \ \ �-I�'I'` 1` IIIIIIIII 1\ \11 I I //j /,I. / l / /'� \> =f� % ( \ \ I \\\ ) -_f -%_%;= -�_ _ ;� �; __= = -- \\\\\\\\\ \\\, I \ \ \-1 --- I� IIII IIIII 1 ICI \11 11\ \ \ /// 1 ,/ / % / l \ ��, >'J I /' _-- /�-�� - - _ __ -_\"I \\ \\ \\\ k\k '\ I \\ \ I;' III IIII\� h\III\\ \\ \ �_ `�///// / , / / /� ) ( \ / / \ // c--_- / _ /� , - � - >-___%__- - _'� \\\\-\-'c� } \\ \\ \ 1 I IIII I I I 1 ,INI \ / // / // / /• / / o \ /- ( \ / /,;,��-- �_ �_=______ _ _ \ �\\� ��- �\ �\� \\�\\ \ I I\111 ,� Illlol \ 1 ///// /,t/ I �� . \ \ \ \ \-�\ (_ _ / _�'��%� ` _ _�� _-- -�� \\ \ \ \\ \ \\ \\\ \ I ,�,/I I I I I /N II 1 I ------ /�/i/ / � I Q-� -� \ \ \ \ \\ / �' % ,� _ �- -- _ _ _ _ _ --- _ EXISTING UNDERORA/N P/PE �k\ a\ C \ \ \ \\ \ \ \�\ \ 1 I \ \ % I I I I I I \ I I Ivp I I I I I\ I/ = _ � = '/ // // / �J� \I \ \ \ y ;� _%'%' _�� __- _ , \ \ I \I I \ / ------ /����) \�, \ \ \ \ �! �;;; _ �- --ice _-,_-- - ���--_ = _� -� = -�1 \\ \\ \ \ \ \\ \ 1 I I \ IIII I I _ // ( )\ \ \ \ ;_ _ - _: ��--- _ =-- -7 _=_-__ ----- �� \ \\\\\ 1 \ \ \ \ \\ 1 I IIIII \ \ \ 1 I 1��, I I I I II I I �\�I IIII I I \ \ I� //�/-�--/�/// / ��� // / / 1) / I \ \�_ 1 1 � �_-_� %��/ ��=_- __ =-_ _ _-�-_ _ \\\\ \ \ \ \ \ 1 \ \ \ \"\IIIIII1 \\ I, 1 I I I lol III 1 I I I 1 1 \\ II11 / _\ I // / l �\ ,fl / \ \ T �' �_ -- ��%� -�!- _;- _-=-=--ice-- _--- -_ - \ \ \ \ \ \ 111 \ \ \ \ \1 I �\ I III 11 1 \.I I II I\ I i I I I I I I \ IIIII I � / ,1; / / �/� / > r ----- / /^�� l�i \,l \ 1�I I �� , _ -ice - __ � __-- _-- - z \ \ \ 1 1 \ I I I I I I fi I \�I I��f,-! �) ( /_�,_-) ) / // �( /% �%�-/--- __ _ __ __=<� � _ -�\ \\ \ \ 11I11 \ \ \ 1 I I\II 1 I I I 11VA ofI II I 1 I IIII I \ IIII 111 ( \ I / / ='rc�� t__-- r / \ I I�I _-�� _ ,____ - - \ \ 1 1 \ \ \ \ \\ I I I 11 \ ► ► I I ,� I I IN I I� y , ► I I I I I I I I \ I I I / / 11 I„ r �� / � \�� /�� -- I I I I I I� fil, �- = �% ��� ; _ -/ �_ �, _� - ��, \ 1 1\1 \ \ I I I 1 I I I I I I / i /_ \� \ 1 / I I I x _� �%� �_ _-__ -_ _ _ / -_- - 1-1 \� \ \1 I 1 I 1 1 \ 1 \ \ , ,, I I 111 �I I I I I, I I , I V I I I I I \11 I I I IIII ► I , \� I I I 1 I\ , / / \ \ \ ( /. �\_ ;��\�f 1_ �� 1�1 ( I I I I I I I III ,�- s 5 s, f - -- _ _: \, \ \\ \ I I I 11 1 1 I I I I III 11 I I I \ 1 \ l r`'\ \1 1 \�/ I II �\ -�--I I 1 \ 11 \ III\111 I I I I I I I �I I III I I 1 IIII 1 / \\ \\ / REFERENCE �` -_ __- -J /,�' �_�\ I I IIIIII I 1 /x;- /�- __-- /ram \ \ \ \ \ \ I I \ 1, I I\ I1\ 1 1 1 I 1 I I 1 I I I I II I '� I I III \\ I IIIIII IIII IIII I I \ IIII I / / �/ \\ \ \ ( / I I IIIII /�ii _-_ / \ \\ \ IIII 11 IIIII III II I IIIIIIIII I1111IIIIII1 IIII / / \\ \ \ 1. EXISTING TOPOGRAPHY WITHIN WASTE CONNECTIONS PROPERTY WAS PROVIDED 1 I I I IIII 1 I I I I ',--5��- � %" ���/� - �_� -- \\\ \ 1 I \ 1I I III I \ II I I\ /III / -_i\ \ \ \\\ \�-v / \ \ I 1 1 I I I IIII I I II III 1 // _ / __ � \ I I III I I I I ► I I I I \ I 11111,411 -(I II I► \11 1 \\ \ \AT 2-FT CONTOUR INTERVALS BY INDEPENDENT MAPPING CONSULTANTS (IMC 1 I I I III III I I �k �- �� �_� / / �� \\ I 1 11 I I I I I I IvI I I I I /I / / / \\1II I I I II �' _ \ / / \ \\ 11 II 1 1 I I II II I I I 1 ) II,III III I I 1 / �I / \ \�\ \\ JOB NO. 17001); DATE OF AERIAL PHOTOGRAPHY JANUARY 18, 2017 & \ % I 1 1 I 1 I 1 1 1 1 IIII IIII I\C�'� / j ���- /��� / / \ 1 I I I \ \ 1 II I I I I I I I I 1 I e I I .� k 11 (I I Il / / \ \\\ \ OCTOBER 5, 2017. 1 / I III 11111 I I ITI I I I III 11 I I I I I I I I I I 1. 1 II I --- / \ \\ - -/ ) / ( � \ \ I I I I I 1 I I I I I~ �o I _r ��( I IIII \ / \ \ \ \\ _ ,o J. III I - // l / / \ 1/ I III IIII IIII IIIII ( i`T4-'/---__�' ,-' / j// \\ j l l \III I I I I I I I I I I I I I I I I I I IIIIII „� I I/ I I >�/IJ IIII I // / // �\ \ ,\ 2 PHAASEOS3 CELL 1ED N VERIFICATION DIGITAL DRAWINGS ING LOCATIONS AND APIROVI PRONS OVIDED BY LAWRENCE SED ON\ II I I I I I I IIII III I I I I I I I I %����-- -f '' __\ // \ / I I I III I I I I I I I I I I I ' I I I 1 1 I I I I I °1 I I I / / /�%�J I/ / //I I I , j � / \ \,\\\ SURVEYING INC. ON OCTOBER 23 2018. 1 11 1 o I I I I 1 I I I I III IIII IIIII I I� / �__ _' \ ((/ \ 1\ l I I I EXISTING UNDERDR41N P/1 1 I I I ;I I I �J I I Ill (ter/fl I I I I I I �'/ / // \\ \ \\ >> I II IIII III1111 III III II III III III I "I--_____ III \ \-/ \ I // I I II IIIIIII1111111 �IIIIIIII"'11111�1 1 1 IIII/I) J1111 1 I // - \X 3. LIMITS OF DISTURBANCE IS TAKEN FROM APPROVED EROSION CONTROL PLAN - I I I III I IIII I I ��\ / / III I I I I IIII I I I I I I_-� I I � I ( III I i \. DATED OCTOBER 17, 2017. II I il I III IIIIII I I I I III I I I I I \\ / ,/\ I \ \� \ (/ \ IIII III IIII IIIII 1 1 1 1 NI 11�� -III 1 1 I (n� IIIII I l f ////// II ��� /� /� // \\ \ �1 I I I I ICI I I I I I I I I I I I I I I I I I I I I / \\\ ___/ I I \ I IIII ►III IIII I I I tnI I I I I I I I IIIII 1 l ,\ 4. FEMA FLOODPLAIN INFORMATION FROM NCFLOODMAPS. MAP NUMBERS: \ 111 I I I I I I I I I // \\\\ I \ IIII III IJ-'I'r 1, 11I I IIIIII I10 I\ 1 I III I I I I f /(/ ( /// // / \ 3710644500J, 3710644600J, 3710645500J, 3710645600J. I I I I I I I I I Al I I I III I I I I I I I / I I I I I I I I I I I -I- tfi1 Ip I I I I I I I III III I ///f // / I III I I I I►�I I I I I I III III IIIIII I/ ( \\ \ \\ _--'�\ \ I I �� \ I I I I II- I I{-I-1'I I I II ICI I I I IIII IIII III \ IA 111 I� I II I II IIII I I f (� �, /5. JURISDICTIONAL WATERS of THE US WERE DELINEATED FLAGGED IN THE 1 I I III IIII I III I I I IIII IIf I \ \ / \ - l�t I� III I I I I I I IIII I I IT I III IIIII IIIIIIIII III 1 1( ( I I 11,I I I o1I I I I I I I �\� \ 1` 1 I I \ 1'1 I I I IIII Ipl II II III I11II I I III I IIIII II II IIII J III , \ \ \ / FIELD), CLASSIFIED, AND MAPPED BY CWS, INC. ON MAY 3, 2018, MARCH I I I I I I III I II Ihl I I I I I IIII I \ \ -.\ \ I /__ \ III I I lehl I I I I I I I I I1� \ II III l� I ` \ _ \ 20, 21, AND 27 2019. ,_ i 1 � , Ili e I �- 7 1 6 5 1 4 1 3 EXISTING CONTOUR MAJOR EXISTING CONTOUR MINOR EXISTING UNDERDRAIN PIPE EXISTING ACCESS ROAD EXISTING LEACHATE FORCEMAIN EXISTING 100-YEAR FEMA EXISTING WETLANDS CONTOUR MAJOR CONTOUR MINOR SILT FENCE EDGE OF LINER EDGE OF GEOCOMPOSITE DRAINAGE DITCH TACK -ON SWALE STORMWATER PIPE LEACHATE FORCEMAIN LEACHATE COLLECTION PIPE LIMITS OF DISTURBANCE TREE LINE OPERATIONAL BERM GRAVEL ROAD CONTOURS THIS PLAN LEGEND SCALE IN FEET mommol 0 100 200 SF FM PROTECTIVE (OPERATIONAL) COVER GEOCOMPOSITE DRAINAGE LAYER HDPE LINER � CLAY LINER 1 Ikir-M cwc-TrLJ rNnAeA11A n SUr-./ NOTE: 1. PROTECTIVE COVER MATERIAL WILL BE SUPPLIED AND DELIVERED BY THE OWNER. THE CONTRACTOR SHALL MANAGE THE STOCKPILING OPERATIONS AND MAINTAIN THE STOCKPILE; INCLUDING BUT NOT LIMITED TO: EROSION AND SEDIMENT CONTROL MEASURES, ACCESS, STOCKPILE GRADING, TRACKING OF SURFACE TO MINIMIZE EROSION, AND OTHER ITEMS PERTINENT TO STOCKPILING OF PROTECTIVE COVER MATERIALS. TIPPER PAD ENLARGEMENT AREA SCALE IN FEET NORTH CAROLINA 0 40 80 BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE ________� NO. C-3035 BEFORE YOU DIGI CALL 1-800-632-4949 N.C. ONE -CALL CENTER IT'S THE LAW! 0 cc U W o ILL a Z °C O cn U Ji cn 0 cc I L co rn 0 cv m Z cc 3 0 cc 0 0 W 0 0 O en w co W N N Q O NO 0 N m O r N OF U 0 co I-- 1--I N •% N rA 0 z CIS i o 0 1 =•I ca U 1 Q 0 I- 4 b b..cz 4 `I r N ` 1 ,> 1 0 o O O *F-4 L Q 0 8 W O U. a 10-4 O • F4 ti M rd 0 U U c U z J W a (D VZ_ Im 0 CC J LL 0 _ LL 00Z ~ma W N J aJ Z O �V � Z > M W p LU W cn �a W = ma m = U �_ U m Z m cn W 0 Z W a� r m J 07 0 w a� � w C5 U o I) o z 00 N o a cc IIoC a w T 0 LL 0 0 0 0 H } m J 0 o ui Ir 0 o Q DRAWING NO.: C205j SHEET 8 OF 14 CCTV Surveys List for sequoia services Number of surveys in this list is 8 as of Thursday, August 20, 2020 Unit of measure: ft Setup Date Street Start MH Finish MH Dir Size inch Pre Vid Cassette Clean Scheduled Surveyed Length Length 1 8/20/2020 PHASE3 CELL2 CO1 PHASE3 C2 CO2 D 8 Y 334.0 2 8/20/2020 PHASE3 C2 CO2 PHASE 3 C2 CO1 U 8 Y 178.1 3 8/20/2020 PHASE 3 C2 CO2 PHASE 3 C2 CO3 D 8 Y 308.8 4 8/20/2020 PHASE 3 C2 CO3 PHASE 3 C2 CO4 D 8 Y 254.2 5 8/20/2020 PHASE 3 C2 CO4 PHASE 3 C2 CO5 D 8 Y 229.0 6 8/20/2020 PHASE 3 C2 SUMP PHASE 3 C2SUMPA D 8 Y 63.8 7 8/20/2020 PHASE 3 C2 CO5 PHASE 3 C2 CO4 U 8 Y 189.5 8 8/20/2020 PHASE 3C2SUMP Y PHASE 3C2SUMP YA D 8 Y 34.0 Total Scheduled Length Total Length Surveyed 0.0 1,591.4 JETCLEAN AMERICA INC.Phone:800-226-8013Fax:813-926-4616 Pipe Graphic Report of PLR PHASE3 CELL2 C01X for sequoia services Work Order Contract Video Setup 1 Facility Operator nick Van Ref nc 3 Surveyed On 08/20/2020 Street Name City Location type Surface Survey purpose Weather Showers Pipe Use Schedule length Ft From PHASE3 CELL2 CO Depth Shape Size 8 by ins To PHASE3 C2 CO2 Depth Material Joint spacing Ft Direction Downstream Lining Year laid 2020 Pre -clean Y Last cleaned 8/20/2020 General note Structural Service Constructional Location note Miscellaneous Hydraulic Start of Survey 0.0 Ft Manhole/Node [PHASE3 CELL2 C01] 0 Ft Water level 0 334 Ft L- 73 211.2 Ft -EDebris (Not grease or silt) 01 o'clock SE: 5 [small gravel] 334.0 Ft -[Survey abandoned [cable tension end of survey] JETCLEAN AMERICA INC. Phone: 800-226-8013Fax: 813-926-4616 Pipe Graphic Report of PLR PHASE 3 C2 C01 X for sequoia services Work Order Contract Video Setup 2 Facility Operator nick Van Ref nc 3 Surveyed On 08/20/2020 Street Name City Location type Surface Survey purpose Weather Showers Pipe Use Schedule length Ft From PHASE3 C2 CO2 Depth r Shape Size 8 by ins To PHASE 3 C2 C01 Depth Material Joint spacing Ft Direction Upstream Lining Year laid 2020 Pre -clean Y Last cleaned 8/20/2020 General note Structural Service Constructional Location note Miscellaneous Hydraulic Start of Survey 0.0 Ft Manhole/Node [PHASE3 C2 CO2] 0 Ft Water level 0 3 0 LL v a a 178.1 Ft 178.1 Ft -[Survey abandoned [end of survey overlape] JETCLEAN AMERICA INC. Phone: 800-226-8013Fax: 813-926-4616 Pipe Graphic Report of PLR PHASE 3 C2 CO2 X for sequoia services Work Order Contract Video Setup 3 Facility Operator nick Van Ref nc 3 Surveyed On 08/20/2020 Street Name City Location type Surface Survey purpose Weather Showers Pipe Use Schedule length Ft From PHASE 3 C2 CO2 Depth r Shape Size 8 by ins To PHASE 3 C2 CO3 Depth t Material Joint spacing Ft Direction Downstream Lining Year laid 2020 Pre -clean Y Last cleaned 8/20/2020 General note Structural Service Constructional Location note Miscellaneous Hydraulic Start of Survey 0.0 Ft Manhole/Node [PHASE 3 C2 CO2] 0 Ft Water level 0 En 73 298.9 Ft -[General Comment [pipe dent at 1130 position] 308.8 Ft 308.8 Ft 4—Survey abandoned [cable tension end of survey] JETCLEAN AMERICA INC. Phone: 800-226-8013Fax: 813-926-4616 Pipe Graphic Report of PLR PHASE 3 C2 CO3 X for sequoia services Work Order Contract Video Setup 4 Facility Operator nick Van Ref nc 3 Surveyed On 08/20/2020 Street Name City Location type Surface Survey purpose Weather Showers Pipe Use Schedule length Ft From PHASE 3 C2 CO3 Depth Shape Size 8 by ins To PHASE 3 C2 C04 Depth Material Joint spacing Ft Direction Downstream Lining Year laid 2020 Pre -clean Y Last cleaned 8/20/2020 General note Structural Service Constructional Location note Miscellaneous Hydraulic art of Survey 0.0 Ft Manhole/Node [PHASE 3 C2 CO3] 0 Ft Water level 0 254.2 Ft 254.2 Ft � Survey abandoned [cable tension end of survey] JETCLEAN AMERICA INC. Phone: 800-226-8013Fax: 813-926-4616 Pipe Graphic Report of PLR PHASE 3 C2 C04 X for sequoia services Work Order Contract Video Setup 5 Facility Operator nick Van Ref nc 3 Surveyed On 08/20/2020 Street Name City Location type Surface Survey purpose Weather Showers Pipe Use Schedule length Ft From PHASE 3 C2 C04 Depth Shape Size 8 by ins To PHASE 3 C2 C05 Depth Material Joint spacing Ft Direction Downstream Lining Year laid 2020 Pre -clean Y Last cleaned 8/20/2020 General note Structural Service Constructional Location note Miscellaneous Hydraulic Start of Survey 0.0 Ft Manhole/Node [PHASE 3 C2 C04] 0 Ft Water level 0 229 Ft 229.0 Ft {urvey abandoned [cable tension end of survey] JETCLEAN AMERICA INC. Phone: 800-226-8013Fax: 813-926-4616 Pipe Graphic Report of PLR PHASE 3 C2 SUMP X for sequoia services Work Order Contract Video Setup 6 Facility Operator nick Van Ref nc 3 Surveyed On 08/20/2020 Street Name City Location type Surface Survey purpose Weather Showers Pipe Use Schedule length Ft From PHASE 3 C2 SUMP Depth Shape Size 8 by ins To PHASE 3 C2SUMPf Depth Material Joint spacing Ft Direction Downstream Lining Year laid 2020 Pre -clean Y Last cleaned 8/20/2020 General note Structural Service Constructional Location note Miscellaneous Hydraulic Start of Survey 0.0 Ft Manhole/Node [PHASE 3 C2 SUMP] 0 Ft Water level 0 En 47.1 Ft General Comment [water level in sump] 63.8 Ft 63.8 Ft --FSurvey abandoned [end of sump] JETCLEAN AMERICA INC. Phone: 800-226-8013Fax: 813-926-4616 Pipe Graphic Report of PLR PHASE 3 C2 C04 X for sequoia services Work Order Contract Video Setup 7 Facility Operator nick Van Ref nc 3 Surveyed On 08/20/2020 Street Name City Location type Surface Survey purpose Weather Showers Pipe Use Schedule length Ft From PHASE 3 C2 C05 Depth Shape Size 8 by ins To PHASE 3 C2 C04 Depth Material Joint spacing Ft Direction Upstream Lining Year laid 2020 Pre -clean Y Last cleaned 8/20/2020 General note Structural Service Constructional Location note Miscellaneous Hydraulic Start of Survey 0.0 Ft Manhole/Node [PHASE 3 C2 C05] 0 Ft Water level 0 189.5 Ft 3 0 LL a a 44.7 Ft --FGeneral Comment [water level in toe of riser] 189.5 Ft 4Survey abandoned [end of survey overlape] JETCLEAN AMERICA INC. Phone: 800-226-8013Fax: 813-926-4616 Pipe Graphic Report of PLR PHASE 3C2SUMP Y X for sequoia services Work Order Contract Video Setup 8 Facility Operator nick Van Ref nc 3 Surveyed On 08/20/2020 Street Name City Location type Surface Survey purpose Weather Showers Pipe Use Schedule length Ft From PHASE 3C2SUMP 1 Depth Shape Size 8 by ins To PHASE 3C2SUMP) Depth Material Joint spacing Ft Direction Downstream Lining Year laid 2020 Pre -clean Y Last cleaned 8/20/2020 General note Structural Service Constructional Location note Miscellaneous Hydraulic art of Survey 0.0 Ft Manhole/Node [PHASE 3C2SUMP Y] 0 Ft Water level 0 34 Ft 34.0 Ft —LSurvey abandoned [end of pipe] JETCLEAN AMERICA INC. Phone: 800-226-8013Fax: 813-926-4616