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HDPE & LLDPE Geomembrane Liners for Stormwater Detention, Landfill & Mining

Robust HDPE and LLDPE geomembranes for landfill cells, heap leach pads, wastewater containment, and secondary containment. Designed to meet GRI GM13/GM17 and key ASTM/ISO performance standards with options for smooth, textured, reflective (white/black), and conductive liners for leakage detection.

HDPE and LLDPE geomembrane liners for landfill containment, mining heap leach pads, and wastewater lagoons

Why Choose Our Geomembranes

  • Proven barrier performance with extremely low hydraulic conductivity typical of HDPE liners in engineered systems.
  • High chemical resistance against acids, alkalis, salts, and many industrial process liquids.
  • UV-stabilized with 2–3% carbon black for long-term outdoor exposure.
  • Weldable & repairable: hot wedge and extrusion welding deliver strong, inspectable seams.
  • Fast deployment using wide rolls (up to ~8 m/26 ft class) to minimize field seams.
  • Custom Sizing for Tanks: We can pre-cut or pre-fabricate liners to match the specific dimensions of your detention tank design, reducing on-site welding time.
High-durability HDPE geomembrane liner roll showing chemical resistance and UV stability for long-term containment

Materials & Surface Options

HDPE (GRI GM13)

HDPE geomembrane offers best-in-class chemical resistance and durability for landfills, mining and long-term containment, available in smooth or textured (one- or two-sided) surfaces with thickness from 0.75–3.0 mm (30–120 mil) and UV-stabilized formulation with density ≥ 0.940 g/cc per GM13.

LLDPE (GRI GM17)

LLDPE geomembrane provides higher flexibility and conformance to subgrade for settlement-prone areas, lagoons and cold-weather placement, supplied smooth or textured with 0.75–3.0 mm (30–120 mil) thickness and tested to GM17 with supporting ASTM/ISO reports.

White/Black Co-extruded

The white-top/black-core co-extruded liner reduces heat absorption and helps control wrinkles on exposed work while maintaining long-term UV durability, and can be produced in either HDPE or LLDPE.

Conductive Geomembrane

A built-in conductive layer enables spark-testing electrical leak location (ELL) for rapid QA/QC on exposed liners, offered in smooth or textured finishes and suited to CQA-critical containment projects.

Technical Specifications (ASTM/ISO) — Select Thickness

PropertyTest MethodValue (Metric)Imperial
Thickness (min. avg.)ASTM D51990.80 mm31.5 mil
Density (min.)ASTM D1505 / D792≥ 0.940 g/cc
Tensile @ Yield (Type IV)ASTM D6693≈ 22 N/mm≈ 126 lb/in
Tensile @ Break (Type IV)ASTM D6693≈ 38 N/mm≈ 216 lb/in
Elongation @ Yield / BreakASTM D6693≈ 12% / ≈ 700%≈ 12% / ≈ 700%
Tear ResistanceASTM D1004≥ 160 N≥ 36 lbf
Index PunctureASTM D4833≥ 430 N≥ 97 lbf
Stress Crack Resistance (SP-NCTL)ASTM D5397 App.≥ 500 h≥ 500 h
Oxidative Induction Time (Std OIT)ASTM D3895≥ 100 min≥ 100 min
High-Pressure OIT (HP-OIT)ASTM D5885≥ 400 min≥ 400 min
Carbon Black Content / DispersionASTM D4218 / D55962–3% / Category 1–2
Melt Flow Index (190°C/5 kg)ASTM D1238≤ 1.0 g/10 min≤ 1.0 g/10 min
Seam Strength — Peel / ShearASTM D6392Pass (film tear bond / cohesive)Pass
Textured Asperity Height (if textured)GM13 Proc. / ASTM D7466≈ 0.5–1.0 mm≈ 20–40 mil
Interface Direct Shear (note)ASTM D5321Specify by project (soil/geotextile)
Hydraulic Conductivity (design)~1×10⁻¹³ m/s (near-impermeable)~1×10⁻¹⁵ cm/s
*Values shown are typical/example minimums used on GM13/GM17-type sheets for HDPE/LLDPE liners; actual product TDS/COA governs. Seam and interface shear depend on surface, soil, and geotextile selection.*
PropertyTest MethodValue (Metric)Imperial
Thickness (min. avg.)ASTM D51991.00 mm40 mil
Density (min.)ASTM D1505 / D792≥ 0.940 g/cc
Tensile @ Yield (Type IV)ASTM D6693≈ 22 N/mm≈ 126 lb/in
Tensile @ Break (Type IV)ASTM D6693≈ 42 N/mm≈ 240 lb/in
Elongation @ Yield / BreakASTM D6693≈ 12% / ≈ 700%≈ 12% / ≈ 700%
Tear ResistanceASTM D1004≥ 175 N≥ 39 lbf
Index PunctureASTM D4833≥ 460 N≥ 103 lbf
Stress Crack Resistance (SP-NCTL)ASTM D5397 App.≥ 500 h≥ 500 h
Oxidative Induction Time (Std OIT)ASTM D3895≥ 100 min≥ 100 min
High-Pressure OIT (HP-OIT)ASTM D5885≥ 400 min≥ 400 min
Carbon Black Content / DispersionASTM D4218 / D55962–3% / Category 1–2
Melt Flow Index (190°C/5 kg)ASTM D1238≤ 1.0 g/10 min≤ 1.0 g/10 min
Seam Strength — Peel / ShearASTM D6392Pass (film tear bond / cohesive)Pass
Textured Asperity Height (if textured)GM13 Proc. / ASTM D7466≈ 0.5–1.2 mm≈ 20–47 mil
Interface Direct Shear (note)ASTM D5321Specify by project (soil/geotextile)
Hydraulic Conductivity (design)~1×10⁻¹³ m/s~1×10⁻¹⁵ cm/s
*Values shown are typical/example minimums used on GM13/GM17-type sheets for HDPE/LLDPE liners; actual product TDS/COA governs. Seam and interface shear depend on surface, soil, and geotextile selection.*
PropertyTest MethodValue (Metric)Imperial
Thickness (min. avg.)ASTM D51991.50 mm60 mil
Density (min.)ASTM D1505 / D792≥ 0.940 g/cc
Tensile @ Yield (Type IV)ASTM D6693≈ 22 N/mm≈ 126 lb/in
Tensile @ Break (Type IV)ASTM D6693≈ 40 N/mm≈ 228 lb/in
Elongation @ Yield / BreakASTM D6693≈ 12% / ≈ 700%≈ 12% / ≈ 700%
Tear ResistanceASTM D1004≥ 187 N≥ 42 lbf
Index PunctureASTM D4833≥ 480 N≥ 108 lbf
Stress Crack Resistance (SP-NCTL)ASTM D5397 App.≥ 500 h≥ 500 h
Oxidative Induction Time (Std OIT)ASTM D3895≥ 100 min≥ 100 min
High-Pressure OIT (HP-OIT)ASTM D5885≥ 400 min≥ 400 min
Carbon Black Content / DispersionASTM D4218 / D55962–3% / Category 1–2
Melt Flow Index (190°C/5 kg)ASTM D1238≤ 1.0 g/10 min≤ 1.0 g/10 min
Seam Strength — Peel / ShearASTM D6392Pass (film tear bond / cohesive)Pass
Textured Asperity Height (if textured)GM13 Proc. / ASTM D7466≈ 0.5–1.5 mm≈ 20–60 mil
Interface Direct Shear (note)ASTM D5321Specify by project (soil/geotextile)
Hydraulic Conductivity (design)~1×10⁻¹³ m/s~1×10⁻¹⁵ cm/s
*Values shown are typical/example minimums used on GM13/GM17-type sheets for HDPE/LLDPE liners; actual product TDS/COA governs. Seam and interface shear depend on surface, soil, and geotextile selection.*

Applications

HDPE geomembrane liner installation for mining heap leach pad containment and solution collection
Mining – Heap Leach

Chemically resistant HDPE/LLDPE liners for heap-leach pads, solution ponds and ADR areas; white/black reduces heat in arid sites.

Impermeable geomembrane lining for agricultural irrigation reservoirs and water canals
Water & Irrigation

Reservoirs, canals and irrigation ponds; design to EN 13361/13362 where applicable.

Chemical-resistant HDPE liner for industrial wastewater treatment lagoons and secondary containment
WWTP & Industrial

Process water, lagoons, secondary containment and tank farms; check chemical compatibility for specific media.

Installation of impermeable LLDPE geomembrane liner wrapping around underground geocellular stormwater detention tanks.
Stormwater Tank Wrapping

Impermeable LLDPE wrapping for geocellular tanks. Ensures watertight detention systems and zero leakage for water reuse projects.

Seaming, Testing & QA/QC

  • Seaming: Dual-track hot-wedge welding for production seams; extrusion welding for details, patches, and tie-ins.
  • Destructive Testing: Peel & shear per ASTM D6392 on field coupons.
  • Non-destructive Testing: Vacuum box (ASTM D5641) and air-channel pressure test (dual-track seams); spark/EL for conductive liners (ASTM D7240/D7007).
  • Leak Location: Electrical surveys for covered/exposed liners per ASTM D7007/D7702.
  • Process Control: ≥ 97% virgin resin with 2–3% carbon black; inline thickness control; routine MQC to GRI GM13/GM17.
  • Systems & Documentation: ISO 9001/14001/45001 certified manufacturing systems; roll maps, labels, and COA/QA available upon request.

Certificates of Analysis (CoA), conformance test results, and factory audits can be provided upon request as part of submittals.

Geomembrane installation using hot wedge welding and air pressure testing for seam integrity QA/QC

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