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 H.K.S.L.AKSHAMAL
 USJP
Scope of Guidelines
These guidelines are designed to
provide a framework for the
development of procedure to protect
the community and the environment in
setting up of new facilities for disposal
of solid waste in environmentally
compatible sites in accordance with the
environmental regulation in force.
Siting of Solid Waste Disposal Facility
The goals of site selection should be to,
Minimize health risks
Minimize environmental impacts
Maximize the public acceptability
Minimize costs
Risks to human health, environmental
impacts and public acceptabilities are
important factors to be considered in the
site selection process.
Engineering
Physical Site : Should be large enough to
accommodate all community ( of particular L/A)
waste for a minimum of 5 year, but preferably 10 to
15 year; area for buffer strips or zones, office service
building must also be included
Proximity : Locate as close as possible to where
solid waste being generated to minimize handling
and reduce transport cost. Locate away from
water supply ( Suggested minimum 500 feet) and
property line ( suggested minimum 200 feet).
Access : Should be paved all weather, have
adequate width with minimum traffic
congestion. Temporary roads to unloading
areas within the facility.
Topography : Should minimize earth
moving. Take advantages of natural
conditions. Avoid natural depressions and
valleys where water contamination is
likely.
Geology / Hydrogeology : Avoid areas with
earth quakes, slides, faulty, underlying mines,
sinkholes and solution cavities, should at least 200
feet away from a fault line. There should be
facilities to control / treat leachates and gasses
from land fill
Soils : Should have natural clay liner or clay
available for liner and final cover material
available. It is
Environmental
Surface Water : Locate outside 100 year
flood plain. No direct contact with
navigatable water avoid wetland. Mitigation
measure must be developed to direct surface
un-off from the landfill site.
Ground Water : No contact with ground
water. Base of fill must be above high
ground water table. Avoid sole-source
aquifer. Avoid areas of ground water
recharge.
Air : Locate to minimize fugitive emissions
and odour impacts. Wind strength and wind
patterns also should be considered. To avoid
blowing or flying debris wind breaks must be
provided.
Terrestrial and Aquatic ecology : Avoid
unique habitat area ( Important to
propagation of rare and endangered species)
and wetlands.
Noise : Minimize truck traffic and equipment
operation noise
Land Use : Avoid populated areas and areas
of conflicting land use such as parks and scenic
areas Cultural resources : Avoid areas of
unique archeological historical and
paleontogical interest
Control Public / Potential : Gain
local acceptance from elected officials and
local interest groups.
Site characteristics that are
unacceptable for solid waste disposal
sites.
Geology
Bedrock outcrops
Irregularities such as fissures or faults
overlying ground water.
Topography
Overly steps slops
Broken Terrain
Hydrology
Aquifer recharge zone
Flood prone areas
Wetlands
Seasonally high water tables
Near private or community water
supply wells or reservoirs
Climate
Extremely
Soils
Thin solid above ground water
Highly permeable soils above
shallow ground water
Soils with extreme erosion potential
Guidelines for the identification of solid waste disposal

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Guidelines for the identification of solid waste disposal

  • 2. Scope of Guidelines These guidelines are designed to provide a framework for the development of procedure to protect the community and the environment in setting up of new facilities for disposal of solid waste in environmentally compatible sites in accordance with the environmental regulation in force.
  • 3. Siting of Solid Waste Disposal Facility The goals of site selection should be to, Minimize health risks Minimize environmental impacts Maximize the public acceptability Minimize costs Risks to human health, environmental impacts and public acceptabilities are important factors to be considered in the site selection process.
  • 4. Engineering Physical Site : Should be large enough to accommodate all community ( of particular L/A) waste for a minimum of 5 year, but preferably 10 to 15 year; area for buffer strips or zones, office service building must also be included Proximity : Locate as close as possible to where solid waste being generated to minimize handling and reduce transport cost. Locate away from water supply ( Suggested minimum 500 feet) and property line ( suggested minimum 200 feet).
  • 5. Access : Should be paved all weather, have adequate width with minimum traffic congestion. Temporary roads to unloading areas within the facility. Topography : Should minimize earth moving. Take advantages of natural conditions. Avoid natural depressions and valleys where water contamination is likely.
  • 6. Geology / Hydrogeology : Avoid areas with earth quakes, slides, faulty, underlying mines, sinkholes and solution cavities, should at least 200 feet away from a fault line. There should be facilities to control / treat leachates and gasses from land fill Soils : Should have natural clay liner or clay available for liner and final cover material available. It is
  • 7. Environmental Surface Water : Locate outside 100 year flood plain. No direct contact with navigatable water avoid wetland. Mitigation measure must be developed to direct surface un-off from the landfill site. Ground Water : No contact with ground water. Base of fill must be above high ground water table. Avoid sole-source aquifer. Avoid areas of ground water recharge.
  • 8. Air : Locate to minimize fugitive emissions and odour impacts. Wind strength and wind patterns also should be considered. To avoid blowing or flying debris wind breaks must be provided. Terrestrial and Aquatic ecology : Avoid unique habitat area ( Important to propagation of rare and endangered species) and wetlands.
  • 9. Noise : Minimize truck traffic and equipment operation noise Land Use : Avoid populated areas and areas of conflicting land use such as parks and scenic areas Cultural resources : Avoid areas of unique archeological historical and paleontogical interest Control Public / Potential : Gain local acceptance from elected officials and local interest groups.
  • 10. Site characteristics that are unacceptable for solid waste disposal sites. Geology Bedrock outcrops Irregularities such as fissures or faults overlying ground water. Topography Overly steps slops Broken Terrain
  • 11. Hydrology Aquifer recharge zone Flood prone areas Wetlands Seasonally high water tables Near private or community water supply wells or reservoirs Climate Extremely
  • 12. Soils Thin solid above ground water Highly permeable soils above shallow ground water Soils with extreme erosion potential