6. Waste Options: Landfills Flashcards

(88 cards)

1
Q

Landfill definition

A

-waste management facility at which waste is disposed of by placing it on or in land

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2
Q

Land fills don’t include

A
  • surface impound
  • land treatment facility
  • salt cavern
  • disposal well
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3
Q

Dump

A

Place for the disposal of domestic waste

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4
Q

Sanitary Landfill

A
  • Place for the disposal of refuse and other waste materials by burying it and covering it with soil
  • engineer designed
  • waste gets compacted
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5
Q

Alberta Landfill Regulatory bodies

A
  • AEPEA

- WCR: States no hazardous waste will be disposed of in a landfill (except Class I can take hazardous solids)

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6
Q

Standards for Landfills in Alberta

A

-provide minimum requirements for the development, operation, monitoring, closure and post closure of landfills

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7
Q

Standards of Landfills applies to

A
  • Disposal activities at new land fills
  • New cell at existing landfills
  • Lateral extensions at existing landfills
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8
Q

Purpose of Standards for Landfills

A

Provide assurance to the public regarding

  • protection of ground water and surface water
  • management of nuisances associated with landfills
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9
Q

Environmental Code of Practice for Landfills in Alberta

A

-Provides the minimum requirements for the construction, operation, and reclamation of landfills that accept < 10 000 tonnes of non-hazardous and inert waste per year

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10
Q

3 Types of Landfill Groups

A
  • Municipal
  • Industrial
  • Oilfield
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11
Q

Municipal Landfill Classes

A
  • Modified Sanitary Landfill
  • Regional Sanitary Landfill
  • Dry Waste Site
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12
Q

Modified Sanitary Landfill

A
  • services <10,000 people

- municipal solid waste

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13
Q

Regional Sanitary Landfill

A
  • services >10,000 people
  • municipal solid waste
  • generally in urban areas
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14
Q

Dry Waste site

A
  • can’t be used for normal household waste

- takes demolition material

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15
Q

Industrial Landfill classes

A

Class I
Class II
Class III

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16
Q

Class I Industrial Landfill

A

-highest risk because accepts both solid and liquid hazardous waste except waste specifically excluded
-only landfill that accepts HW
=

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17
Q

Class II industrial landfills

A
  • most common industrial landfill
  • no HW
  • high to medium risk
  • can accept asbestos, paper mill waste, waste water treatment sludges, WH contaminated soils
  • equivalent to municipal sanitary landfill
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18
Q

Class III Industrial Landfills

A
  • inert
  • low risk
  • no HW
  • no decomposable waste
  • no liquids
  • equivalent to municipal day landfill
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19
Q

Oilfield Landfill classes

A
  • Class 1a
  • Class 1b
  • Class II
  • Class III
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20
Q

Oilfield Class 1a

A
  • accepts solid oil field waste (hazardous and non hazardous)
  • have 2 liners of which at least 1 is a geosynthetic liner
  • leak detection systems between the barriers
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21
Q

Oilfield Landfil class 1b

A
  • accepts solid oil field waste (both hazardous and non hazardous)
  • has 1 liner (either geosynthetic or compacted day liner)
  • leachate detection system
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22
Q

Oilfield waste class II

A
  • accepts only nonhazardous solid oil field waste
  • has one liner
  • has a leachate collection system
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23
Q

Oilfield Landfill class III

A
  • accepts only nonhazardous, inert and non leachable solid oil field waste
  • inert waste
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24
Q

3 major issues with Landfill siting

A
  • Political/Social
  • Economic
  • Environmental/Technical
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25
Political/Social issues with Landfill Siting
- NIMBY - consider future use: golf course, parkland, recreational park - must make process transparent and involve community from start
26
Economic issue with landfill siting
- Site Capacity (Volume) - want 25+ years operational life - Accessibility - don't want too long transport distances --> $ - don't want in residential areas
27
Environmental/Technical concerns with landfill citing
- landfill shouldnt be in contact with surface or ground water - must consider geology - can't put in a ravine, gully or coulee - not located w/in 300m natural areas that permanently contain water - not w/in 300m of manmade surface features that permanently contain water - underlying soil and rock types (want to avoid high permeability areas
28
Potential Problems with landfills
- fires/explosions - leachate - odors - windblown debris - pests
29
Fire/Explosion risk of landfills
- biggest problem - due to methane being produced from decomposition of the garbage - daily cover to prevent too much CH4 mixing with the air - spark from machinery operating at the landfill - gas recovery systems (waste to energy initiative)
30
Leachate problems
- defined as a liquid which has been in contact with waste in the landfill cell and has undergone chemical and physical changes - sources include precipitation, decomposition of garbage and compostable materials and from waste itself
31
Odor problem
-controlled with daily cover
32
Windblown debris problem
- use daily covers - nets - if waste leaves landfill, landfill is responsible for the cleanup
33
Pests problem
- use daily cover and waste compaction - pests are disease vectors and include rats and sea gulls - can't build a landfill within 1.5 km of an airport owing to sea gulls
34
Migration routes for contaminants in a landfill
- solution into groundwater - soil retention - volatilization - overland runoff - plants
35
Ground water migration route for contaminants
-soluble materials readily dissolve into leachate which can then enter ground water
36
Soil retention migration route for contaminants
-mainly occurs with heavy metals such as Pb, Fe, Cr
37
Volatilization migration route for contaminants
- contamination of air | - eg. CH4, CO2, NH4, H2S
38
Overland Runoff migration route for contaminants
- flooding | - can enter surface bodies of H2O
39
Plants migration route for contaminants
- plants growing in landfill areas may take up heavy metals and other toxic materials - if eaten by animals it goes up higher in food chain
40
Landfills clasified based on:
what type of area is being filled by the waste - Area fill - Trench fill
41
Area Fill
- AKA Depression fill | - fill a topographically low area with waste (not allowed in Alberta)
42
Trench Fill
- Used in topographically flat or rolling areas - dig a trench, fill with waste - cells are the basic building blocks of a trench fill - average size 200m x 150m x 15m
43
5 basic design components of a sanitary landfill
1. Liners 2. Leachate Collection systems 3. caps and covers 4. Gas extraction systems 5, Groundwater monitoring wells
44
The Containment systems is designed to:
- Minimize the amount of leachate formed - Prevent the migration of leachate offsite - Remove landfill gases before they become a fire or explosion hazard
45
Purpose of a Liner in a landfill
- Prevent migration of leachate out of a landfill's cells and into the surrounding soil which could result in surface and groundwater contamination - Prevent groundwater from entering the cells
46
Location of a liner
is along the base and sides of the landfill
47
Materials in Liners
Clay Synthetic PVC HDPE
48
Clay Liners
- can either be native clays to the site or brought in - must be at least 1 m thick if its the only liner used - must be compacted to have a hydraulic conductivity of less than 10 ^ -9 m/s - most widely used liner for landfills
49
Problems with Clay Liners
- Cracking - Desiccation during construction (liner must be kept moist) - Different clays will swell or shrink to different degrees which can cause cracking if different clays are mixed together
50
Synthetic Liners and 2 types of them
- also called geomembranes, geotextiles, FMLs (flexible membrane liners) - PVC- Polyvinyl chloride - HDPE- high density polyethylene
51
Problems with synthetic liners
Can have/get holes - while placed on site with heavy equipment - Manufacturer defect - seams not properly "glued" - puncture by waste
52
Combination Liners
Geosynthetic clay liners | -made of a thin layer of bentonite (swelling clay found to or fixed between 2 geosynthetic sheets)
53
Double Composite Liner
- consists of 2 composite liners - Class I Industrial landfills (ie ones that can accept hazardous waste) - waste -> LCS -> Synthetic liner -> Clay liner -> LCS -> Synthetic liner -> clay liner
54
Leachate Collection System (LCS) design
- perforated pipes placed in gravels (high Hydraulic cond.) - sump pit and pump station removes collected leachate - pipe is angled down to direct leachate flow
55
Leachate Collection System location
- below the waste but above the liners | - between liners in double composite liner
56
4 options for final disposal of leachate
- send to municipal waste water treatment plant - Land application - leachate recirculation - chemical and physical treatment of leachate
57
Land application
-limit the number of applications that can be made to a land area due to heavy metal concentration in leachate
58
Leachate recirculation
- land fill treats its own leachate - landfill acts like a bioreactor as you recycle leachate through it - try to create optimum conditions for microbes to "work" - not an option in Vancouver due to high volume of leachate generated due to climate
59
Chemical and Physical Treatment of Leachate
- chemical oxidation - chemical precipitation - reverse osmosis - ammonia stripping
60
Purpose of a cap (cover)
To control the migration of - moisture (limit precipitation entering as it will increase leachate volumes) - gas (prevent it from exiting the landfill as it can create explosive hazards or odors)
61
Cap design
Alberta, as specified in the Standards for Landfills in Alberta requires 3 layer landfill
62
Bottom layer of cover
- .6m of barrier with a hydraulic conductivity less than 10^-7 m/s - can only be clay or clay and geosynthetic liner - prevents gas leaving and water entering
63
Middle layer of cap
- 0.35-0.8 m subsoil | - thickness dependent on the end use of the site after closer
64
Top layer of Cap
-.2m topsoil
65
Additional things to a cap
- establish vegetation - slope for the final cover - 5-30 degrees - allows runoff precipitation so it doesn't pool over waste making more leachate
66
Purpose of Gas Extraction Systems
- remove landfill gases before they become a fire explosion hazard - decrease odors - minimize subsurface gas migration - allow waste to energy management systems to be developed
67
2 types of Gas Extraction Systems
- Active systems- act like a vacuum by creating negative or positive pressure in the landfill pulling the gas out - Passive Systems- gas removed based on the pressure it creates naturally in the landfill as it is generated
68
Passive systems include
- Perimeter Interceptor Trenches - Flaring - Slurry Walls
69
Active Systems include
- perimeter gas extraction trenches | - perimeter gas extraction wells
70
Perimeter Gas Extraction Trenches
- perforated pipe is laid in trenches around the perimeter of the landfill and backfilled with gravel - gases migrate laterally through landfill and pulled out by the negative pressure created by a suction blower
71
Perimeter Gas Extraction Wells
- vertical wells are placed outside the landfill perimeter - wells are connected by a common header pipe through which the blower pulls the methane from the area of include around each well
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Perimeter Interceptor Trenches
- gravel packed trench containing perforated pipe surrounding the landfill - gases migrate laterally and are removed - similar to gravel packed extraction trench but without a pump
73
Flaring
- most common method - drill wells into landfill - helps decrease lateral methane migration by decreasing pressure with the landfill itself
74
Slurry Walls
- dig a trench outside perimeter - fill with an impermeable material (eg bentonite, clay, slurries) - gases can't get beyond walls so migrate to surface
75
Groundwater monitoring wells
- must be placed both up gradient and down gradient of the landfill - no more than 200m apart - down gradient = detect contaminant plumes - up gradient= monitors background levels
76
Minimum Landfill Monitoring Plan
- ground water monitoring plan - surface water monitoring plan - leachate monitoring plan (if has a leachate collection system) - subsurface landfill gas monitoring plan (if accepts organic waste)
77
Daily Landfilling Procedures
- waste is dumped at the base of the work face - moved into place and compacted to reduce volume - end of each day a layer of soil approx. 6" thick to minimize pests, odors, windblown garbage, fire risk
78
Lift
Single layer of waste in a cell
79
Intermediate Cover
- Layer of soil between lifts in a landfill - typically 2 lifts/cell - once the cell is filled a final cover placed on top
80
3 stages of Waste Decomposition in a Landfill
- Aerobic Decomposition - Fermentation - Methanogenesis
81
Aerobic Decomposition
- mainly with organic matter - approx. 1 month - proceeds till all oxygen used up - very exothermic --> high potential for fire at this stage
82
Fermentation
- Anaerobic and acetogenic bacteria ferment and hydrolyse organic components to simpler more soluble compounds - takes several years - begins once oxygen has been depleted - Produces acidic leachate (pH 5-6), high BOD (>10, 000 mg/L), Ammonium (500-1000mg/L) - releases CO2 - heavy metals released as a result of acidic leachate
83
Methanogenesis
- associated with slow growing methanogenic bacteria (killed by oxygen, don't like acidic conditions) - methane can be recovered and used as energy source (waste - energy) - highly explosive if not vented - years to decades - main gases CH4 (55%) and CO2 (40%)
84
4 phases of a landfill life
- Active Phase - Closure Phase - Post-closure phase - Eternity Phase
85
Phase I: Active Phase
-Operational phase when waste is being collected at the landfill
86
Phase II Closure Phase
- Final Closure plan enacted - Reclamation of the site - final cover - erosion control system - restore surface water drainage systems - necessary changes to any monitoring systems (grd water, leachate, gas) - decommissioning of old buildings and facilities
87
Phase III Post Closure Phase
- Maintain integrity of final cover - remediate any areas affect by subsidence and differential settling - maintain reclamation systems - minimum 25 years OR until - grd water standards are met - gas [ ] limits below explosive levels - leachate [ ] below control limits - leachate not naturally occuring aren't detected - volume of leachate collected is qual to or less than the previous year for 5 consecutive years
88
Phase IV Eternity phase
- end use of the site | - had to be determined when the landfill was being done