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Home My WebLink About1403_Foothills_MSWLF_Cell5ACQA_DIN26758_20161010Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 1: Excavation of old ravine sediment for slope foundation installation at toe of eastern exterior slope located outside the waste footprint. Photograph No. 2: Installation of slope toe drainage mat geotextile prior to eastern embankment construction, located in ravine east and outside of the waste footprint. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 3: Placement and compaction of select rocky fill in the lower portion of the east slope structural fill. Photograph No. 4: Select rocky fill forming eastern exterior slope foundation is overlain by the 8-osy geotextile. Placement and spreading of structural fill over 8 osy filter geotextile. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 5: Mass excavation/undercut of sediment from abandoned Sediment Basin No. 2 prior to replacement with structural fill. Photograph No. 6: Final grading and moisture conditioning of structural fill/subgrade on the east slope of Cell 5A using GPS equipped bulldozer. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 7: Grading and compacting of structural fill/subgrade. Photograph No. 8: Smooth drum rolling and completed section of subgrade prior to soil liner placement. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 9: Tracking/scarifying of subgrade and placement of first lift of soil liner. Photograph No. 10: Processing and moisture conditioning clayey soils using tractor with pull- behind disc harrow for soil liner test pad. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 11: Compacting a lift of soil liner with a vibratory padfoot compactor. Photograph No. 12: Smooth drum rolling a lift of soil liner on the east slope of cell. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 13: Preparation of the soil liner surface prior to GCL deployment. Photograph No. 14: Deployment of GCL panels over the compacted soil liner on east slope. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 15: Placement of granular bentonite along a GCL seam. Photograph No. 16: Deployment of geomembrane panels over GCL. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 17: Double track fusion welding of a geomembrane panel. Photograph No. 18: Field trial seam destructive sample testing using a DemTech tensiometer. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 19: Typical destructive sample location on a double-track fusion welded seam. Sample location patch cut and awaiting seaming. Photograph No. 20: Air channel testing double fusion welded geomembrane seam. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 21: Extrusion welding a geomembrane repair patch. Photograph No. 22: Vacuum box testing an extrusion welded geomembrane seam. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 23: Looking south. Completed cushion geotextile over Cell 5A at start of protective cover placement. Photograph No. 24: Looking southeast. Cushion geotextile over Cell No. 5A with rainflap geomembrane panels. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 25: Additional layer of 12-osy cushion geotextile in the leachate collection pipe alignment. Photograph No. 26: Placement of NCDOT No. 78M/ASTM No. 89 stone protective cover in Cell No. 5A using an off-road dump truck on a minimum 4-ft thick haul road. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 27: Grading of protective cover with LGP dozer equipped with GPS. Photograph No. 28: Placement of additional layer of 12-osy geotextile along a leachate collection pipe alignment to provide 24-osy of cushion geotextile. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 29: 24-inch diameter leachate collection riser piping installation. Photograph No. 30: Completed leachate collection column consisting of leachate collection gravel around an 8-inch diameter perforated HDPE SDR 11 leachate collection pipe. Foothills Regional Landfill CQA Report- Construction of Cell No. 5A Caldwell County, North Carolina BLE Project No. J15-1235-76 Photograph No. 31: Completed protective cover and mid-cell and east slope rain flap berms in Cell No. 5A. Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Offices: Chapin, SC 508 D Old Lexington Highway Chapin, SC 29036 Phone: 803-816-4202 Fax: 803-816-4205 Reno, NV 1575 Delucchi Lane # 34 Reno, NV 89502 Phone: (775) 825-6797 Fax: (775) 825-6798 Projects Superintendent Tony Ung Tony has 28 years of experience in the supervision of the installation and seaming of a variety of synthetic liners and components in a wide range of industry applications. He has extensive experience in the on site supervision of safety, quality control, and all required documentation. In addition to his supervisory experience i also has actual hands on installation experience which far exceed all of the requirements to be qualified as a Leadman, Quality Control Technician and Master Seamer. As the on site ESI Superintendent he is also responsible for the direct, day to day, on site safety management of the crew. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Office: Chapin, SC 508 D Old Lexington Highway Chapin, SC 29036 Phone: 803-816-4202 Fax: 803-816-4205 Master Seamer Anousack Phetvongkham Anousack has 24 years of experience in installation and seaming of a variety of synthetic liners and components. A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience. Anousack is familiar with all currently utilized welding techniques, welder set up / maintenance, safety and installation procedures. He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals, and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Offices: Chapin, SC 508 D Old Lexington Highway Chapin, SC 29036 Phone: 803-816-4202 Fax: 803-816-4205 Reno, NV 1575 Delucchi Lane # 34 Reno, NV 89502 Phone: (775) 825-6797 Fax: (775) 825-6798 Master Seamer Ben Chindavong Ben has 27 years of experience in installation and seaming of a variety of synthetic liners and components. A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience. Ben is familiar with all currently utilized welding techniques, welder set up / maintenance, safety and installation procedures. He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals, and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Office: Chapin, SC 508 D Old Lexington Highway Chapin, SC 29036 Phone: 803-816-4202 Fax: 803-816-4205 Master Seamer Bounthom Sichampanakhone Bounthom has 22 years of experience in installation and seaming of a variety of synthetic liners and components. A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience. Bounthom is familiar with all currently utilized welding techniques, welder set up / maintenance, safety and installation procedures. He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals, and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Offices: Chapin, SC 508 D Old Lexington Highway Chapin, SC 29036 Phone: 803-816-4202 Fax: 803-816-4205 Master Seamer Bounthavy Virasack Bounthavy has 18 years of experience in installation and seaming of a variety of synthetic liners and components. A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience. Bounthavy is familiar with all currently utilized welding techniques, welder set up / maintenance, safety and installation procedures. He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals, and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Office: Chapin, SC Oconomowoc, WI Geosynthetics Installer Technician - Installer Daniel Mathewson Daniel has 3 months of experience in installation of a variety of geosynthetic liners and components. In addition to his deployment duties, he is in task training to set-up and operate equipment to include the following machines under direct supervision: Vacuum box, hand held hot air, and sewing. As part of his ongoing task training he is allowed to operate the wedge welder, extrusion welder, and air testing equipment under the direct supervision of a ESI Superintendent, Master Seamer, or Quality Control Technician. He is familiar with all currently utilized safety procedures. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Office: Chapin, SC 508 D Old Lexington Highway Chapin, SC 29036 Phone: 803-816-4202 Fax: 803-816-4205 Geosynthetic Technician David Phimmachak David has 5 years of experience in installation of a variety of geosynthetic liners and components. He is qualified to set-up and operate equipment to include the following machines: Vacuum box, hand held hot air, and sewing. As part of his ongoing task training he is allowed to operate the wedge welder, extrusion welder, and air testing equipment under the direct supervision of a ESI Superintendent, Master Seamer, or Quality Control Technician. He is familiar with all currently utilized safety procedures. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Office: Chapin, SC 508 D Old Lexington Highway Chapin, SC 29036 Phone: 803-816-4202 Fax: 803-816-4205 Geomembrane Welder Francisco Castillo Francisco has 5 years of experience in installation and seaming of a variety of synthetic liners and components. A Geomembrane Welder qualification requires a minimum of one million square feet of actual hands on geomembrane welding experience. Francisco is qualified to set-up and operate seaming equipment to include the following machines: hot wedge, hot air, extrusion, and sewing. He is familiar with all currently utilized welding techniques, installation, and safety procedures. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Offices: Chapin, SC 508 D Old Lexington Highway Chapin, SC 29036 Phone: 803-816-4202 Fax: 803-816-4205 Master Seamer Khai Sok Khai has 19 years of experience in installation and seaming of a variety of synthetic liners and components. A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience. Khai is familiar with all currently utilized welding techniques, welder set up / maintenance, safety and installation procedures. He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals, and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Khai Sok Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Offices: Chapin, SC Oconomowoc, WI Geomembrane Welder Michael Holcomb Michael has 22 years of experience in installation and seaming of a variety of synthetic liners and components. A Geomembrane Welder qualification requires a minimum of one million square feet of actual hands on geomembrane welding experience. Micahel is qualified to set-up and operate seaming equipment to include the following machines: hot wedge, hot air, extrusion, and sewing. He is familiar with all currently utilized welding techniques, installation, and safety procedures. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Offices: Chapin, SC Oconomowoc, WI Quality Control Technician Mohammed Ahmed Mohammed has 6 years of experience in installation and seaming of a variety of synthetic liners and components. He is familiar with current field welding and installation testing and documentation requirements. He has experience and training for the execution of and documentation for required on site testing, QC and safety procedures. He is also qualified to assist in the training of geomembrane Welders, Installers, and QC Technicians. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Offices: Chapin, SC 508 D Old Lexington Highway Chapin, SC 29036 Phone: 803-816-4202 Fax: 803-816-4205 Reno, NV 1575 Delucchi Lane # 34 Reno, NV 89502 Phone: (775) 825-6797 Fax: (775) 825-6798 Leadman / Foreman Phou Phou Phou has 21 years of experience in installation and seaming of a variety of synthetic liners and components. He is familiar with all currently utilized deployment techniques, installation and safety procedures. He has experience in on site crew management for the deployment, welding, and quality control testing for a variety of geosynthetics. He also familiar with and has experience with detail work including pipe boots, sumps, batten seals, and other miscellaneous appurtenances. Phou also meets all the requirements to be classified as a Geomembrane Master Seamer and Quality Control Technician. He is also qualified to assist in the training of Geomembrane Welders, Installers, and QC Technicians. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Offices: Chapin, SC 508 D Old Lexington Highway Chapin, SC 29036 Phone: 803-816-4202 Fax: 803-816-4205 Master Seamer Roy Casarez has 13 years of experience in installation and seaming of a variety of synthetic liners and components. A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience. Roy is familiar with all currently utilized welding techniques, welder set up / maintenance, safety and installation procedures. He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals, and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Offices: Chapin, SC 508 D Old Lexington Highway Chapin, SC 29036 Phone: 803-816-4202 Fax: 803-816-4205 Reno, NV 1575 Delucchi Lane # 34 Reno, NV 89502 Phone: (775) 825-6797 Fax: (775) 825-6798 Master Seamer Suwannee Ung Suwannee has 20 years of experience in installation and seaming of a variety of synthetic liners and components. A Master Seamer qualification requires a minimum of five million square feet of actual hands on geomembrane welding experience. Suwannee is familiar with all currently utilized welding techniques, welder set up / maintenance, safety and installation procedures. He is also familiar with and has experience with detail work including pipe boots, sumps, batten seals, and other miscellaneous appurtenances. He is also qualified to assist in the training of Geomembrane Welders. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers Corporate Office: 7943 Pecue Lane Baton, Rouge, LA 70809 Phone: 225-291-2700 Fax: 225-291-2788 http://www.esiliners.com Regional Offices: Chapin, SC Oconomowoc, WI Geomembrane Welder Thanate Ruttanapanh Thanate has 8 years of experience in installation and seaming of a variety of synthetic liners and components. A Geomembrane Welder qualification requires a minimum of one million square feet of actual hands on geomembrane welding experience. Thanate is qualified to set-up and operate seaming equipment to include the following machines: hot wedge, hot air, extrusion, and sewing. He is familiar with all currently utilized welding techniques, installation, and safety procedures. Components Installed Applications HDPE (Textured and Smooth) Landfill Cells LLDPE (Textured and Smooth Landfill Caps Super Grip Drain Liner Leachate Ponds XR-5 Wastewater Treatment Ponds Polypropylene Potable Water Reservoirs PVC Evaporation Ponds Geotextiles Leach Pads Geonets Process Ponds Geocomposite Tank Liners GCL Cut Off Trench Pipe Boots Methane Barriers Batten Systems Tank Farm HDPE Sumps Floating Covers BLE BUNNELL-LAMMONS ENGINEERING, INC. GEOTECHNICAL,ENVIRONMENTAL AND CONSTRUCTION MATERIALSCONSULTANTS REPORT OF GEOLOGIC OBSERVATION OF CELL NO.5ACONSTRUCTION,SITE-WIDE ROCK BLASTING IN FUTURE CELL NOS.5,6 AND SEDIMENT BASIN C FOOTHILLS REGIONAL MSW LANDFILL CALDWELL COUNTY,NORTH CAROLINA SOLID WASTE PERMIT NUMBER 14-03 Prepared for: REPUBLIC SERVICES OF NORTH CAROLINA,LLC 1041 Red Ventures Drive Fort Mill, South Carolina 29707 Prepared by: BUNNELL-LAMMONS ENGINEERING,INC. 6004 Ponders Court Greenville, South Carolina 29615 BLE Project Number J15-1235-75 and J15-1235-76 May 24, 2016 BUNNELL-LAMMONS ENGINEERING, INC. GEOTECHNICAL,ENVIRONMENTAL AND CONSTRUCTIONMATERIALSCONSULTANTS 6004PONDERSCOURT PHONE(864)288-1265GREENVILLE,SOUTHCAROLINA 29615 FAX (864)288-4430 May 24, 2016 Republic Services of North Carolina, LLC 1041 Red Ventures Drive Fort Mill, South Carolina 29707 Attention: Mr. Raymond Hoffman, P.E. Post Collections Operations Manager Subject:Report of Geologic Observation of Cell No. 5A Construction, Site-Wide Rock Blasting in Future Cell Nos. 5, 6 and Sediment Basin C Foothills Regional MSW Landfill Caldwell County, North Carolina Solid Waste Permit Number 14-03 BLE North Carolina Business License C-1538 BLE Project Numbers J15-1235-75 and J15-1235-76 Gentlemen: As authorized, Bunnell-Lammons Engineering, Inc. (BLE) performed field geologic observations during earthwork activities at the subject site associated with the construction of Cell No. 5A. This report also documents rock blasting activities in proposed Cell No. 5A, future Cell Nos. 5B and 6, and Sediment Basin C performed during recent site infrastructure construction and the Cell No. 5A construction. This project was required by the North Carolina Department of Environmental Quality (NCDEQ), as outlined in the Solid Waste Permit No. 14-03 issued for the landfill. The enclosed report describes the work performed and presents the results obtained. We appreciate the opportunity to serve as your geological and geotechnical consultant on this project and look forward to working with you in the future. If you have any questions, please contact us at (864) 288-1265. Sincerely, BUNNELL-LAMMONS ENGINEERING,INC. Mark S. Preddy, P.G. Tyler W. Moody, P.E. Senior Geologist Project Geotechnical Engineer Licensed, North Carolina No. 1043 Licensed, North Carolina No. 42375 cc: Mr. Daniel B. Bunnell, P.E. – Bunnell-Lammons Engineering, Inc. Mr. K. Matthew Cheek, P.E. – Hodges, Harbin, Newberry & Tribble, Inc. Mr. Kevin Berry, P.E. – Hodges, Harbin, Newberry & Tribble, Inc. Mr. Roger Watts – Foothills Regional MSW Landfill c:\msp files\foothills lf nc\1235-76 geol ob cell 5a\1235-76 fhlf geol ob 5a report.docx WeWWeWWeWeWWeWWeWeWWWWeWeWeWeWeWWeWWeWeWeWeWWeWWWWWeWWeWeWWWWeWWWWWWeWeWWWWWWeWWWWWWWWWWWeWeWeWWWWWWWeWWWWWWeWWWWeWWeWWWWWWWWeeWWWeWWeWeWeeeWWWWWWWeWeWeWeeWeWeWWWeWWWWeeWeWWWWeeWWWWWWWeWeWWWeeWeWWWWWeWeeWeWeWWWWeWWWWWWWWWWWWWWeWWWWWeeWWWWWWWeee 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Foothills Regional MSW Landfill – Caldwell Co., North Carolina May 24, 2016 Report of Geologic Observation: Cell No. 5A BLE Project Number J15-1235-75/-76 1 TABLE OF CONTENTS PAGE 1.0 PROJECT INFORMATION .................................................................................... 1 2.0 SITE GEOLOGY ....................................................................................................... 1 3.0 FIELD OBSERVATIONS ........................................................................................ 2 3.1 Cell No. 5A Observations ............................................................................. 2 3.2 Rock Blasting Observations ......................................................................... 3 3.3 Termination of Existing Underdrain Pipe .................................................. 4 4.0 CONCLUSIONS ........................................................................................................ 4 FIGURES Figure 1 – Site Location Map Figure 2 – Cell No. 5A Geologic Observations and Site-Wide Blasting Activities Plan APPENDICES Appendix A – Photographs Appendix B – Foliation and Joint Trends Appendix C – Rock Blasting Plan Appendix D – Rock Blasting Reports Appendix E – NCDEQ Letter Approving Termination of Existing Underdrain Pipe INC. Foothills Regional MSW Landfill – Caldwell Co., North Carolina May 24, 2016 Report of Geologic Observation: Cell No. 5A BLE Project Number J15-1235-75/-76 1 1.0 PROJECT INFORMATION The existing Foothills Regional Municipal Solid Waste (MSW) Landfill is located on Cheraw Road approximately two miles northwest of Lenoir, North Carolina (Figure 1). The landfill is owned by the Caldwell County Board of Commissioners and operated by Republic Services of North Carolina, LLC (Republic). The landfill development is being implemented in phases as new solid waste cells are needed. To date, Cell Nos. 1A, 1B, 2A, 2B, 3A, 3B, 3C, 4, and 8A have been constructed. Cell No. 5A is currently under construction and is the subject of this report. BLE personnel are familiar with the site and previously prepared the Design Hydrogeologic Reports (DHR)1 2 3 4 and provided CQA services for the construction of Cell No. 2, Phase 2 (Cell No. 3), and Phase 3 (Cell Nos. 4 and 8A). This report documents our observations of the Cell No. 5A subgrade during cell construction and also documents rock blasting activities in proposed Cell No. 5A, future Cell Nos. 5B and 6, and Sediment Basin C. 2.0 SITE GEOLOGY The crystalline rocks of the Inner Piedmont Belt occur in generally northeast-southwest trending geologic belts in the Carolinas, and consist of a stack of highly metamorphosed thrust sheets bound on the northwest by the Brevard Shear Zone and to the southeast by the Kings Mountain Shear Zone. The Inner Piedmont Belt includes high-grade metamorphosed sedimentary and igneous rocks that have been exposed to multiple deformations. Rock types that resulted from the multiple metamorphisms include gneiss, schist and amphibolite with northeast/southwest trending foliation with varying degrees of dip. Quaternary-age sediments consisting of sand and gravel fill the stream valleys. The subgrade geologic conditions across the site are often variable with boulders and seams of partially weathered rock occurring throughout the subsurface soil overburden profile. In general, three zones were encountered by the borings performed for the DHR in the Cell No. 5A area: 1) the residual soils from weathered gneiss and schist, 2) the partially weathered rock, and 3) the fractured gneiss and schist bedrock. Also, narrow and thin zones of alluvial sediments may occur in the topographic drainage features across the site. Fractures, joints, and the presence of less resistant rock types facilitate weathering. Consequently, the profile of the partially weathered rock and hard rock is quite irregular and erratic, even over short horizontal distances. Also, it is not unusual to find lenses and boulders of hard rock and zones of partially weathered rock within the soil mantle, well above the general bedrock level. These are often referred to as float rock, which has been encountered at the site on previous excavation projects. 1 Design Hydrogeologic Report: Cell No. 2, dated February 28, 1999 (revised February 14, 2001), and the Addendum to Design Hydrogeologic Report: Cell No. 2, February 14, 2001, Foothills Regional MSW Landfill, Caldwell County, North Carolina, BLE Project Number J98-1235-08. 2 Design Hydrogeologic Report: Phase 2, dated December 3, 2004 (revised July 18, 2005), Foothills Regional MSW Landfill, Caldwell County, North Carolina, BLE Project Number J03-1235-31. 3 Design Hydrogeologic Report: Phase 3, dated January 21, 2008, Foothills Regional MSW Landfill, Caldwell County, North Carolina, BLE Project Number J07-1235-43. 4 Design Hydrogeologic Report: Phase 5 (Cell No. 5), dated June 14, 2013 (revised November 1, 2013), Foothills Regional MSW Landfill, Caldwell County, North Carolina, BLE Project Number J13-1235-55. INC. Foothills Regional MSW Landfill – Caldwell Co., North Carolina May 24, 2016 Report of Geologic Observation: Cell No. 5A BLE Project Number J15-1235-75/-76 2 The residual soils are the result of the in-place weathering of the gneiss and schist bedrock. The residual soil profile below the topsoil consists of two identifiable components based on the Unified Soil Classification System (USCS). An upper soil component consists of reddish-brown, micaceous silty clay and sandy clayey silt with USCS classifications of ML, MH, and CL. The upper soil component grades with depth into a coarser grained, less plastic, brown, gray, and white micaceous sandy silt and silty sand with USCS classifications of ML and SM, which extends to the depth of the partially weathered rock and/or bedrock. Some gravel and boulder size rock fragments were common in both soil components. 3.0 FIELD OBSERVATIONS Mark S. Preddy, P.G., Tyler W. Moody, P.E., and Daniel B. Bunnell, P.E. of BLE visited the site on multiple occasions during the construction of Cell No. 5A and during the rock blasting activities from June 2015 through April 2016. During these visits, the exposed ground surface was observed to identify anomalous geologic features not identified during previous geologic investigations, as well as to document the rock blasting activities. 3.1 Cell No. 5A Observations The July 2015 through January 2016 site visits were conducted during Cell No. 5A grading activities and limited rock blasting. The February 2016 site visits were conducted near the completion of the structural fill subgrade preparation prior to structural fill placement. Site observations are summarized below and are shown on the attached photographs 1 through 12 in Appendix A. In addition, the BLE CQA engineering technician was on site during the cell rough grading and cell subgrade construction. The completed cell excavation was proof-rolled with a loaded dump truck and then compacted using a footed compactor and a vibratory drum roller. The Cell No. 5A footprint covers approximately 6.4 acres. The northern end of the cell is in an upland location that slopes westward. The southern end of the cell was formerly the location of Sediment Basin No. 2, which was removed during the construction of Cell No. 5A. Much of the topsoil and shallow clayey soils were already removed from the Cell No. 5A area prior to current cell construction activities. The cell subgrade was formed: 1) by excavation into the residual soils; 2) by localized and limited rock blasting of rock material too hard to be removed by three passes with a D-8 dozer equipped with a single tooth ripper; 3) by removing the loose sediments, land clearing debris, prior fill, and accumulated organics from Sediment Basin No. 2 formerly in the southern end of the Cell No. 5A footprint; and 4) by placing structural fill, where necessary. The soils exposed at the subgrade level were primarily the sandy and micaceous portions of the saprolitic residual soil profile, which is consistent with prior descriptions of the site (Appendix A, Photos 1, 3, and 7). The metamorphic foliation in the saprolite and weathered rock strikes northeast, and dips to the southeast, which is consistent with trends measured at the site and documented in prior DHR reports (Appendix A, Photo 9; Appendix B). Additionally, the weathered rock fractures (joints) strike northwest and dip steeply to the northeast and southwest, INC. Foothills Regional MSW Landfill – Caldwell Co., North Carolina May 24, 2016 Report of Geologic Observation: Cell No. 5A BLE Project Number J15-1235-75/-76 3 which is consistent with trends measured at the site and documented in prior DHR reports (Appendix A, Photo 10; Appendix B). Loose sediments, organic matter, and land clearing debris had been previously deposited in the former ravine underlying Sediment Basin No. 2 formerly located in the southern portion of Cell No. 5A (Appendix A, Photos 2 and 8). These materials were removed from the former ravine down to the residual soils. Where necessary to reach design subgrade elevations, these areas where loose sediments and land clearing debris were removed, were backfilled by placing and compacting approximately 10-inch thick lifts of structural fill soils and up to 2-foot thick lifts of rock with soil fill in accordance with the project technical specifications and the CQA Manual (Appendix A, Photos 11 and 12). Weathered rock material resistant to excavation was encountered in the northern end of the Cell 5A footprint (Appendix A, Photos 1, 3, 5, and 6). Rock blasting was performed to reach the desired elevation of greater than 4 feet below the proposed soil liner subgrade. Rock blasting reports are included in Appendix D. The general contractor for the Cell No. 5A construction, Preston Contractors, provided elevation data for each structural fill density test location referencing the depth below the design subgrade elevation (bottom of soil liner). The elevations provided along with the observed thickness of the soil being placed to achieve the subgrade elevation confirmed 4 feet or more of structural fill soil overlying the rock. The density test results will be provided in the Cell No. 5A CQA Report. No other pertinent geologic features were encountered during cell subgrade preparation. The placement of structural fill on top of the residual soil and bedrock began in late February 2016, followed by the placement of the compacted soil liner in early May 2016. 3.2 Rock Blasting Observations Pinnacles of rock were encountered above the general bedrock level documented in the DHR report. As a result, rock blasting was performed in three primary areas: 1) the northern end of Cell No. 5A and southern end of future Cell No. 5B; 2) the southern end of future Cell No. 6; and 3) the area near Sediment Basin C (Figure 2). A blasting plan was prepared by JT Russell and Sons, Inc. and submitted to the North Carolina Department of Environmental Quality (NCDEQ) on June 15, 2015 (Appendix C). Twenty-three (23) rock blasting events were performed between June 24, 2015 and April 13, 2016 by J.T. Russell and Sons of Albemarle, North Carolina (blasts No.1 through 18) and by Preston Contractors of Kingwood, West Virginia (blasts No. 19 through 23). The approved blast plan submitted by JT Russell Sons for blasts No. 1 through 18 was reviewed by Preston Contractors and incorporated for blasts No. 19 through 23 by Preston. Vibration monitoring was performed by Vibra-Tech Engineers, Inc. of Louisville, Kentucky. The rock blasting reports are included in Appendix D and include information regarding: 1) the date, time, location of the blast; 2) the number of blast holes including their spacing and depths; 3) explosive material used, and 4) vibration monitoring results. Vibration results were provided to BLE for review following each blast event by Vibra-Tech. Nine vibration monitoring points were selected and used interchangeably as appropriate, which included the edge of geomembrane at Cell Nos. 3C, 4, and INC. Foothills Regional MSW Landfill – Caldwell Co., North Carolina May 24, 2016 Report of Geologic Observation: Cell No. 5A BLE Project Number J15-1235-75/-76 4 8A (5 total locations), MW-1, GP-12, MH-1 (piezometer PZ-108C), and at the site maintenance building (Figure 2). Each of the reported vibration results were less than the 2 inches per second peak particle velocity shown in the approved blasting plan for this project with the exception of the blast on November 25, 2015. The vibration result recorded during the blast on November 25, 2015 at the edge of geomembrane in existing Cell No. 3C was unusually high (approximately 5 inches per second). A post blast inspection of the vibration monitoring location revealed that the seismograph encasement had been struck and knocked over by apparent fly rock; therefore, this vibration result was determined to be not indicative of the actual ground vibrations. The remaining vibration measurements were less than the established project threshold value of 2 inches per second. The blasting broke the in-place rock into manageable pieces of rock that were crushed on site by JT Russell and Sons, Inc. for possible use for site construction activities (Appendix A, Photos 3, 4, 13, 14, 15, and 16). Material from blasting activities was also used to backfill the over-excavation of former Sediment Basin No. 2. All rocky fill was transitioned to a soil structural fill a minimum of 5 feet below the design Cell No. 5A subgrade (Appendix A, Photo 11). 3.3 Termination of Existing Underdrain Pipe The existing underdrain pipe beneath the subgrade of Cell No. 2B was capped by Preston Contractors as a part of the subgrade preparation for Cell No. 5A. In accordance with the approval letter from NCDEQ (Appendix E), the underdrain pipe was terminated a vertical distance of greater than 4 feet beneath the Cell No. 2B subgrade using a glued PVC end cap which was then encased in concrete. 4.0 CONCLUSIONS Loose sediments, organic matter, and land clearing debris formerly present in the cell footprint as a result of the Sediment Basin No. 2 were removed during cell subgrade preparation. Limited rock blasting was performed to achieve the desired cell subgrade level in isolated areas. The geologic conditions observed in the Cell No. 5A subgrade were generally consistent with prior observations at the site and the DHR. Therefore, we conclude that modification of the existing Water Quality Monitoring Plan is not necessary. FIGURES APPENDIX A Photographs INC. Foothills Regional MSW Landfill – Caldwell Co., North Carolina BLE Project No. J15-1235-75/-76 Geologic Observations: Cell No. 5A and Rock Blasting Page 1 Photograph No. 1: (May 1, 2015) Cell conditions prior to subgrade preparation. Photograph taken facing east from the northern end of Cell No. 3C. Photograph No. 2: (May 1, 2015) Existing Sediment Basin No. 2 Cell prior to removal. Photograph taken facing southeast from the northern end of Cell No. 3C. INC. Foothills Regional MSW Landfill – Caldwell Co., North Carolina BLE Project No. J15-1235-75/-76 Geologic Observations: Cell No. 5A and Rock Blasting Page 2 Photograph No 3: (August 20, 2015) Post-blast rock removal in the northern end of Cell No. 5A. Photograph No. 4: (September 1, 2015) JT Russell and Sons, Inc’s rock crushing operation in the central portion of Cell 5A. INC. Foothills Regional MSW Landfill – Caldwell Co., North Carolina BLE Project No. J15-1235-75/-76 Geologic Observations: Cell No. 5A and Rock Blasting Page 3 Photograph No. 5: (January 7, 2016) Blast hole drilling in the northern end of Cell No. 5A. Photograph No. 6: (January 8, 2016) Filling of blast holes with explosives in the northern end of Cell No 5A. INC. Foothills Regional MSW Landfill – Caldwell Co., North Carolina BLE Project No. J15-1235-75/-76 Geologic Observations: Cell No. 5A and Rock Blasting Page 4 Photograph No. 7: (March 22, 2016) The floor of Cell No. 5A at the initial structural fill placement in the southern portion of Cell No. 5A. Photograph taken facing east. Photograph No. 8: (February 26, 2016) Loose sediment and debris removal in Sediment Basin No. 2. Photograph taken facing southeast. INC. Foothills Regional MSW Landfill – Caldwell Co., North Carolina BLE Project No. J15-1235-75/-76 Geologic Observations: Cell No. 5A and Rock Blasting Page 5 Photograph No. 9: (February 22, 2016) Northeast striking and southeast dipping foliation in weathered rock in the northern portion of Cell No. 5A. Photograph No. 10: (February 22, 2016) Northwest striking (near vertical) joint surface in weathered rock in the northern portion of Cell No. 5A. INC. Foothills Regional MSW Landfill – Caldwell Co., North Carolina BLE Project No. J15-1235-75/-76 Geologic Observations: Cell No. 5A and Rock Blasting Page 6 Photograph No. 11: (April 14, 2016) Structural fill placement and compaction in Cell No. 5A and former Sediment Basin No. 2 location. Photograph taken facing northeast. Photograph No. 12: (April 14, 2016) Structural fill placement and compaction in the former Sediment Basin No. 2 location. Photograph taken facing south. INC. Foothills Regional MSW Landfill – Caldwell Co., North Carolina BLE Project No. J15-1235-75/-76 Geologic Observations: Cell No. 5A and Rock Blasting Page 7 . Photograph No. 13: (August 11, 2015) Post blast rock in the Sediment Basin C area. Photograph No. 14: (August 21, 2015) Pre-blast preparation in the Sediment Basin C area. INC. Foothills Regional MSW Landfill – Caldwell Co., North Carolina BLE Project No. J15-1235-75/-76 Geologic Observations: Cell No. 5A and Rock Blasting Page 8 Photograph No. 15: (September 2, 2015) Pre-blast preparation in the future Cell No. 6 area. Photograph No. 16: (September 2, 2015) Post-blast rock in the future Cell No. 6 area. APPENDIX B Foliation and Joint Trends Rose Diagram of Joint and Foliation Trends Measured On-Site Foothills Regional MSW Landfill - Lenoir, NC BLE Job Number J16-1235-76 1235-76 FHLF STR-DIP Joints and Foliation.xls rose diagram 0.0% 5.0% 10.0% 15.0% 20.0%NORTH SOUTH EASTWEST N = N21-50E (Foliation) 68 N41-60W (Joints) 1235-76 FHLF STR-DIP Joints and Foliation.xls Stereo 2 Stereo Projection Equal Angle PLOT OF POLES TO JOINTS & FOLIATION Foothills Regional MSW Landfill - Lenoir, NC BLE Job Number J16-1235-76 Poles to Joints Poles to Foliation North N = 68 South EastWest+ APPENDIX C Rock Blasting Plan JTR BLASTING PLAN FOOTHILLS REGIONAL MSW - LENOIR LANDFILL JT RUSSELL & SONS INC BLASTING PLAN FOR CALDWELL COUNTY FOOTHILLS REGIONAL MSW - LENOIR LANDFILL OWNER: CALDWELL COUNTY BOARD OF COMISSIONERS CONTRACTOR: J.T. Russell and Sons, Inc PO BOX 670 Albemarle, NC 28002 JTR BLASTING PLAN FOOTHILLS REGIONAL MSW - LENOIR LANDFILL Table of Contents Section Page Scope of Blasting Project Types of Blasting Safety Procedure for Blasts Blast Site Dimensions Drill Pattern Explosives Loading and Initiation Ground Control Fly Rock Control Plan Selection of Blasting Products and Methods Monitoring, Blast Effects Peak Particle Velocity Monitoring and Control Blast Warning Signals Environmental Concerns Fire Prevention Appendix A – Blasting Location Appendix B – Example of Blasting Daily Log Appendix C – Caldwell County Blasting Permit Check List JTR BLASTING PLAN FOOTHILLS REGIONAL MSW - LENOIR LANDFILL SCOPE OF BLASTING PROJECT Blasting will take place at the Foothills Regional MSW - Lenoir Landfill job. J. T. Russell and Sons, Inc., plans to blast within the limits of construction and the areas identified as rock on the project. Only in the areas where the rock cannot be excavated by conventional means will blasting occur. JTR will work closely with the owner and engineer during the blast phase. 1) TYPES OF BLASTING Primary type of blasting will be for excavation removal purposes. Blasting may also require blasting in storm drain trenches. 2) SAFETY PROCEDURE FOR BLASTS All operations for transporting, handling, and loading explosives shall observe applicable industry standards and regulations as defined by the appropriate city, county, state, or federal governing agency. All blast events will be conducted in such a manner that complies with all safety cautions, procedures or regulations of the applicable city, county, state, or federal governing agency. This includes, but is not limited to: clearing the blast zone, guarding the blast area and vehicular or pedestrian traffic control. There will be no on-site, overnight storage of explosives. 3) BLAST SITE DIMENSIONS The blast will consist from 50-300 holes covering approximately .1-2 acres per rock identified areas. The depth of each borehole will be around 6-30 +/- feet including sub drill. An estimated 35,000 CY of blasting will take place. 4) DRILL PATTERN The proposed pattern is to drill 3” - 4.5” diameter boreholes with a pattern of 5’x5’ or 10’x12’. 5) EXPLOSIVES LOADING AND INITIATION a)It is proposed to use a booster for the main charge in each borehole, initiated with an appropriate detonating blasting cap. This cartridge weighs approximately 1 pound per for 5 inches of 2-inch borehole. Surface (non-electric) delays will be used to minimize the vibrations at adjacent structures within 500 ft. The blast delay intervals used will be JTR BLASTING PLAN FOOTHILLS REGIONAL MSW - LENOIR LANDFILL 9ms, 17ms, 25ms, and 42ms. Each blast will be designed to have a max of 1-500# pounds of explosive per delay. b)As one means to control ground movement, a minimum of 4’ of inert stemming material will be loaded at the top of each borehole, beginning below the depth where competent rock was encountered. Stemming height will be determined by the discretion, experience and judgment of the blaster in charge, and site-specific conditions for each shot. 6)GROUND CONTROL All blasts will be designed to prevent excessive movement of material from the blast zone. The blaster will include in his considerations such factors as rock type, geologic condition, borehole depth, charge weight and any other relevant, site specific conditions for each shot. 7)FLYROCK CONTROL PLAN All shots will be carefully designed by the qualified blaster to control fly rock. All hole loading activity will be supervised by the qualified blaster. The qualified blaster will communicate with the driller to obtain geological information for each shot. JTR will haul and place soil over blast area for a protective cover from fly rock. 8)SELECTION OF BLASTING PRODUCTS AND METHODS These blasting products were chosen because of many years of dependable use and positive results which are demonstrated by the: •Quality, safety and reliability of the product •Support offered by the manufacturer •Availability •Price 9)MONITORING BLAST EFFECTS It is not expected that this type of rock will fracture in such a way as to cause any kind of ground displacement. Following each blast, the area will be examined for signs of ground cracking. Any indication of over break will be brought to the attention of the blaster and noted on the blast report. The shot pattern and/or loading will be adjusted to minimize or JTR BLASTING PLAN FOOTHILLS REGIONAL MSW - LENOIR LANDFILL eliminate over break. Vibration monitoring will be conducted at the structures located nearest the blasting. The vibration levels produced by the blasting are estimated to be less than 2 inch per second PPV and 132 dBI at the closest location. The blasting will be monitored at the buildings closest to the blast up to 500 ft or as advised. The blaster in charge will design each blast to minimize vibration and over pressure and to prevent fly rock. 10) PEAK PARTICLE VELOCITY MONITORING AND CONTROL Each blast will be monitored by a licensed blaster and Vibra-tech in monitoring blasts using 3 seismograph machines. The seismograph will be placed at the “point of interest”. In most cases, this will be next to the foundation of the closest building, power line foundation, along edge of line, utility or well. In all cases, both the sensor and seismograph will be protected from fly rock. 11) BLAST WARNING SIGNALS Warning signals for each blast will be as follows: •One long horn one minute before blast •One long horn 10 seconds before blast •One long horn for all clear after the blast 12)ENVIRONMENTAL CONCERNS The Caldwell County Fire Marshal will be notified prior to blasting. 13)FIRE PREVENTION Following the required waiting period after each shot, the blast area will be inspected for any indication of fire or fire hazard. Normally, the explosives vaporize at the instant of detonation and there is no fiber or other material left to smolder or be a source of JTR BLASTING PLAN FOOTHILLS REGIONAL MSW - LENOIR LANDFILL concern. Any plastic shock tube from the initiation system that remains after the blast will be picked up for proper disposal immediately after the blast. BENCHMARKS BMNO. NORTHING EASTl,NG ELEV. DESCRIPTION. BM02 798138.26 1231577.82 1240.37 CONCRETE MONUMENT 9003 797925�22 1231613.26 1237.16 CONCR·ETE PANEL 9004 799607.34 1229887.76 1173.47 CON·CRETE PANEL NEW 800201.51 1231963.00 1450.44 I CONCRETE PANEL --•. ALL SURVEY CONTROL DATA PROVIDED BY WRIGHT AND FIELDS LANO SURVEYING VIA LETTER DATED JUNE 24, 2011 .. ANY POTENTIAL DISCREPANCIES SHOULD BE BROUGHT �O ��!�Gl�NE�R'S A!"fE�TIO� l�ME��}"EL Y. .. _ -.-_ .. ��L� __ .t . . ,-:;;;,,:,��-:-c _ . _ . ., __ , __ �.•·,----. '.,., _ APPENDIX A JTR BLASTING PLAN FOOTHILLS REGIONAL MSW - LENOIR LANDFILL Appendix B Example of Blasting Report JTR BLASTING PLAN FOOTHILLS REGIONAL MSW - LENOIR LANDFILL Appendix C 1)See Attached Sketch in Blasting Plan Appendix A 2)Attached Blasting Plan 3)Hours of Blasting Blasting will be performed during the hours of 9am and 6 pm. JTR will notifiy authorities if any other blasting hours should occur. 4)Explosives WILL NOT be stored on site APPENDIX D Rock Blasting Reports APPENDIX E NCDEQ Letter Approving Termination of Existing Underdrain Pipe 1 Tyler Moody From:Matt Cheek <MCheek@HHNT.COM> Sent:Tuesday, April 26, 2016 5:26 PM To:Frost, Larry Cc:Hoffman, Ray; Watts, Roger; Dan Bunnell; Tyler Moody; Mark Preddy; Jay Martin BLE (jay.martin@blecorp.com); Kevin Berry Subject:Foothills LF - Cell No. 5A Construction - Underdrain Pipe Termination Attachments:Pages from Foothills Regional MSW Landfill EMP Ph 4 11-1-13 v1_0.pdf Follow Up Flag:Follow up Flag Status:Flagged Larry— As discussed, a portion of the existing underdrain pipe originally installed during Cell No. 2B construction, will be removed and capped during construction of Cell 5A. This is a solid section of pipe that was extended for a future tie-in (if required). Since we do not need to extend, or tie into, this existing underdrain piping as part of this project, Republic plans to have this pipe capped on the upper end. Please note that the existing underdrain pipe was capped just outside the limits of Cell No. 2B along the tie-in of Cell No. 5. The purpose of these changes is to lower the pipe so that minimum separation is maintained under the new cell. This will be accomplished by excavating down and cutting the pipe to maintain a min. 4’ of separation between the underdrain pipe and design subgrade elevation. We’re proposing to glue a slip cap onto the exposed pipe end. Concrete may be used to encase the entire cap and pipe end, if it is deemed necessary in the field to completely seal off this pipe. This will eliminate the need to use a welding machine to fuse a cap onto the pipe and a potentially un- safe working condition. As requested, I’ve attached a sketch for your reference. This plan sheet was obtained from the approved Phase 4 Environmental Monitoring Plan originally prepared by BLE—I have added some notes/comments for clarification on this particular item. As you can see, the existing underdrain pipe will remain functional and continue serving Cell 2B. In addition, please note that the discharge end of this underdrain pipe is included in the existing monitoring network. Please let us know if you have any questions, or would like to discuss further. If this approach is acceptable, please let us know so that we will have something for the files. Thank you. K. MATTHEW CHEEK, P.E. Professional Engineer Hodges, Harbin, Newberry & Tribble, Inc. 3920 Arkwright Road, Suite 101 | Macon, Georgia 31210 Phone: (478) 743-7175 | Fax: (478) 743-1703 Email: mcheek@hhnt.com www.hhnt.com ***Confidentiality Statement & Notice: This email’s contents, including any attachments, are confidential and may be privileged. This email is protected under the Electronic Communications Privacy Act, 18 U.S.C. 2510-2522, and any review, retransmission, dissemination to unauthorized persons, or other use is strictly prohibited. If you have received this email by mistake, please notify the sender by reply e-mail and permanently delete the email from your system. U D U D U D U D U D U D U D U D U D UD U D U D U D U D U D U D U D U D U D U D UD UD UD UD UD UD UD U D U D UD UD UD UD UD U D UD UD UD UD U D U D U D U D U D UDUD UD UD UD PAT MCCRORY Governor DONALD R. VAN DER VAART Secretary MICHAEL SCOTT Acting Director State of North Carolina | Environmental Quality | Waste Management 1646 Mail Service Center | 217 West Jones Street | Raleigh, NC 27699-1646 919 707 8200 T April 28, 2016 Mr. Matt Cheek, P.E. Hodges, Harbin, Newberry & Tribble, Inc. 3920 Arkwright Road, Suite 101 Macon, Georgia 31210 Subject: Cell 5A Approvals Permit No. 1403-MSWLF-1998, Foothills Environmental Landfill Caldwell County, DIN 26011 Dear Mr. Cheek: On April 27, 2016 the Division of Waste Management, Solid Waste Section (Section) received HHNT’s email with attached drawing, entitled; Foothills LF - Cell No. 5A Construction - Underdrain Pipe Termination. Prepared for Republic Services. Prepared by HHNT. April 2016. DIN 26010. The Section has reviewed the information submitted on behalf of Republic Services and hereby approves the proposed capping of the existing underdrain pipe as described. Furthermore, on April 27, 2016 the Section received HHNT’s letter, entitled; Foothills MSW Landfill Cell No.5A, Protective Cover Demonstration, HHNT Project No. 66703-605-01. Prepared for Republic Services. Prepared by HHNT. April 2016. DIN 26009. The Section has reviewed the information, which is required, for the protective cover demonstration project in Cell 5A (DIN 17835) Effectiveness of Leachate Collection System. The Section has determined this portion of the demonstration has been satisfied. Should you have any questions regarding these matters you may contact me at (828) 296-4704 larry.frost@ncdenr.gov. Sincerely, Larry Frost, Engineering Project Manager Permitting Branch, Solid Waste Section Division of Waste Management, NCDEQ ec: Ray Hoffman – Republic Services