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IS 15410 : 2004Landfill sites - Criteria for selection, design, operation and environmental monitoring

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40 CFR Part 258 · Council Directive 1999/31/EC · EPA Victoria Publication 788.3
CurrentSpecializedCode of PracticeEnvironmental · Environmental and Sanitation
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OverviewValues8InternationalTablesFAQ4Related

IS 15410:2004 is the Indian Standard (BIS) for landfill sites - criteria for selection, design, operation and environmental monitoring. This standard provides comprehensive criteria for the selection, design, operation, and environmental monitoring of landfill sites for municipal solid waste. It aims to ensure the containment of waste and control of leachate and landfill gas, thereby protecting the surrounding environment, particularly soil and groundwater resources.

Lays down criteria for the selection, design, operation, and environmental monitoring of landfill sites for municipal solid waste.

Overview

Status
Current
Usage level
Specialized
Domain
Environmental — Environmental and Sanitation
Type
Code of Practice
International equivalents
40 CFR Part 258 · United States Environmental Protection Agency (US EPA), USACouncil Directive 1999/31/EC · European Council, European UnionEPA Victoria Publication 788.3 · Environment Protection Authority (EPA) Victoria, AustraliaLandfill Regulations & EA LFD1 · Environment Agency (EA), UK
Typically used with
IS 2720IS 3025IS 1070IS 13360
Also on InfraLens for IS 15410
8Key values4Tables4FAQs
Practical Notes
! While this IS code provides technical guidelines, compliance with the latest Solid Waste Management (SWM) Rules issued by the MoEF&CC is legally mandatory.
! Construction Quality Assurance (CQA) for the installation of the liner system, especially the welding of geomembrane seams, is the most critical factor for the long-term performance of the landfill.
! The code is specific to municipal solid waste. Landfills for hazardous or industrial waste require more stringent design criteria, often referred to as 'secure landfills'.
Frequently referenced clauses
Cl. 4Site Selection CriteriaCl. 5.3Liner SystemCl. 5.4Leachate Collection and Removal SystemCl. 5.6Final Cover SystemCl. 6Landfill Operation and ManagementCl. 7Environmental Monitoring
Pulled from IS 15410:2004. Browse the full clause & table index below in Tables & Referenced Sections.
geosyntheticsclay linerleachatelandfill gassolid waste

International Equivalents

Similar International Standards
40 CFR Part 258United States Environmental Protection Agency (US EPA), USA
HighCurrent
Criteria For Municipal Solid Waste Landfills
Comprehensive federal criteria for the location, design, operation, monitoring, closure, and post-closure of MSW landfills.
Council Directive 1999/31/ECEuropean Council, European Union
HighCurrent
on the landfill of waste
Establishes a common legal framework and technical requirements for landfill management across all EU member states.
EPA Victoria Publication 788.3Environment Protection Authority (EPA) Victoria, Australia
HighCurrent
Best Practice Environmental Management – Siting, Design, Operation and Rehabilitation of Landfills
Provides detailed best-practice guidelines for all lifecycle stages of a landfill, serving as a key reference in Australia.
Landfill Regulations & EA LFD1Environment Agency (EA), UK
HighCurrent
Guidance on the Landfill of Waste (LFD1) & associated regulations
Detailed technical guidance for complying with UK landfill regulations, which implement the EU Landfill Directive.
Key Differences
≠IS 15410 suggests a minimum post-closure care period of 15 years, whereas US EPA's 40 CFR 258 mandates a 30-year period, and the EU directive implies responsibility for as long as a hazard exists (often interpreted as 30+ years).
≠The EU Landfill Directive establishes a very detailed framework for Waste Acceptance Criteria (WAC) with specific limit values for different waste classes (inert, non-hazardous, hazardous), which is more prescriptive than the general criteria in IS 15410.
≠While IS 15410 specifies a single composite liner for non-hazardous waste, modern international practice (e.g., US, EU) often requires or prefers double composite liner systems for new MSW landfills to provide greater environmental protection.
≠International standards, particularly from the US EPA and EU, have highly detailed and stringent requirements for financial assurance mechanisms to cover closure and post-closure costs. IS 15410 mentions the need for a 'corpus fund' but is less prescriptive on the calculation and instruments.
Key Similarities
≈All standards mandate the use of engineered composite liner systems, typically combining a geomembrane (HDPE) with a low-permeability soil/clay layer (CCL) or a geosynthetic clay liner (GCL) to contain leachate.
≈The requirement for a comprehensive environmental monitoring program, including regular testing of groundwater, surface water, and landfill gas, is a fundamental principle in both IS 15410 and its international counterparts.
≈All standards require the installation of a landfill gas collection system to manage methane and other gases, with options for flaring or energy recovery to mitigate environmental and safety risks.
≈The site selection criteria in all standards follow a similar hierarchical approach, prohibiting landfills in sensitive areas like wetlands, floodplains, and seismic zones, and specifying buffer distances from residences and water bodies.
≈The principle of designing and operating landfills in modular cells and applying a final cover system upon closure to minimize water infiltration and support vegetation is a common best practice across all standards.
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum post-closure care period15 years30 years40 CFR Part 258 (US EPA)
Hydraulic conductivity of clay liner component≤ 1 x 10⁻⁹ m/s≤ 1 x 10⁻⁹ m/sCouncil Directive 1999/31/EC
Minimum geomembrane thickness (non-hazardous waste)1.5 mm (HDPE)1.5 mm / 60-mil (HDPE)40 CFR Part 258 (US EPA)
Minimum slope of leachate collection pipes0.5%Generally recommended at 0.5% to 1.0%EPA Victoria Publication 788.3
Minimum base slope of liner system2% towards the leachate collection sump2% on slopes leading to collection pipes40 CFR Part 258 (US EPA)
Minimum distance from airport (turbojet aircraft)3000 m (from air base operational area)3048 m (10,000 ft)40 CFR Part 258 (US EPA)
Permeability of final cover barrier layerPermeability less than or equal to the bottom liner systemPermeability less than or equal to the bottom liner system and not greater than 1x10⁻⁷ m/s40 CFR Part 258 (US EPA)
⚠ Verify details from original standards before use

Key Values8

Quick Reference Values
Minimum buffer zone from river/lake500 m
Minimum buffer zone from national highway500 m
Minimum permeability of compacted clay liner1 x 10⁻⁷ cm/s
Minimum thickness of HDPE geomembrane1.5 mm
Minimum thickness of leachate drainage layer30 cm
Minimum slope for leachate collection pipes1%
Maximum slope of final cover1V : 3H (33%)
Minimum slope of final cover4 to 5%

Tables & Referenced Sections

Key Tables
Table 1 - Site Selection Criteria (Buffer Zones)
Table 2 - Typical Physical Properties of HDPE Geomembranes
Table 3 - Suggested Frequency of Monitoring for Landfill Gas
Table 4 - Suggested Parameters and Frequency for Ground Water Monitoring
Key Clauses
Clause 4 - Site Selection Criteria
Clause 5.3 - Liner System
Clause 5.4 - Leachate Collection and Removal System
Clause 5.6 - Final Cover System
Clause 6 - Landfill Operation and Management
Clause 7 - Environmental Monitoring

Related Resources on InfraLens

Cross-Referenced Codes
IS 2720:1973Methods of test for soils - Determination of ...
→
IS 3025:1991Specification for Water for Making Concrete
→
IS 1070:1992Reagent Grade Water
→
IS 13360:2013Packaged Natural Mineral Water
→

Frequently Asked Questions4

What is the minimum buffer distance for a landfill from a notified habitation/residential area?+
500 meters, as per Table 1, to minimize impacts like odour, dust, and noise.
What is the minimum required thickness and permeability for a compacted clay liner?+
A minimum thickness of 1 meter with a permeability not exceeding 1x10^-7 cm/s (Clause 5.3.2.1).
What constitutes a composite liner system as per this code?+
It typically consists of a geomembrane (min 1.5mm HDPE) placed over a compacted clay liner (min 1m thick) (Clause 5.3.2).
How often should groundwater be monitored around a landfill?+
Once before the monsoon, once during the monsoon, and once post-monsoon annually (Table 4).

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