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Site Selection Methodologies Jae K. (Jim) Park Dept. of Civil and Environmental Engineering University of Wisconsin-Madison 1
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Site Selection Methodologies

Jae K. (Jim) ParkDept. of Civil and Environmental

EngineeringUniversity of Wisconsin-Madison

1

Site Selection Methodologies

Refuse disposal facilities had been located in sites such as old gravel pits, in areas close to wetlands and other low-lying areas, or at previous dump sites.

Smoke and odor problem: stop burning Problems with rodents, insects, and

aesthetics: daily cover Differential and overall settling plus fire

potential: compaction Potential groundwater pollution: daily

cover, berming, liners and leachate collection systems

2

Site Selection Methodologies

Not In My Back Yard (NIMBY) Build Absolutely Nothing Anywhere Near

Anyone (BANANA) Not on Planet Earth (NOPE) Decision makers now need a

sophisticated understanding of why the public objects to many of the choices, and they need a defensible, thorough structure or methodology that will demonstrate why a particular site is selected as a disposal site.

An important aspect of the methodologies is the role of the public. 3

Site Selection Criteria

The site must be structurally sound and free from potential problems such as landslides, subsidence, and flooding

The effect on the neighborhood of heavy, large earthmoving equipment and significant traffic flow associated with the site operation must be assessed, as well as the need for additional facilities to be constructed.

The extent to which the landfill site affects the quality of groundwater and surface water in the vicinity of the site must be assessed.

4

Questions Relevant to Site Selection

Zoning, planning, or existing land use; ownership

Economic considerations related to haul costs, capital and operating costs and devalued land prices

Soil types and conditions Streams, rivers, lakes, and reservoirs;

floodplains and floodways; parks, open spaces, and recreation areas

Subsurface, hydrogeologic, and geologic conditions

Cation exchange capacity; sole source aquifer; archaeological or historical significance; endangered species; wetlands

Traffic pattern, accessibility, airport Aesthetic considerations; potential ultimate

uses

5

Goals Involved with Site Selection

Minimum risk to public health Minimum impact on the environment Maximum level of service to facility users Minimum cost to facility users

No. Priority Group Assessment Features1 Public health and safety Hydrology/hydrogeology,

traffic safety/traffic service and operations

2 Natural environment Biophysical, agriculture3 Social environment Population impact, community

facilities, dust/odor, noise, visual

impact, land use compatibility4 Cultural environment Heritage features,

archaeology

5 Economical cost Dollars

6

Decision Making

Systematic and analytical using the info. available

Minimize the most significant risks by prudent siting and residual risks by design, operation, monitoring, mitigation, and contingency systems

Involve tradeoffs between important requirements

Has different set of priorities A ‘layered’ approach (see next slide) for

site assessment is recommended. 7

Layered ApproachDefine study

area

Identify priority areas and external opportunities

Undertake specific detailedassessments on candidate sites

Select preferred site andcarry out preliminary design

Publicconsultationandrefinementthroughout

Screening level

Detailed level

Public acceptability

8

Landfill Area Quality (LAQ) Classification Approach

Site suitability parameters

http://eeg.geoscienceworld.org/cgi/content/full/13/3/229 9

Location factors 10

Landfill Area Quality (LAQ) Classification Approach - continued

Public acceptability

11

Landfill Area Quality (LAQ) Classification Approach - continued

Evaluation Methods

Ad hoc methods Checklist methods Economic methods Cartographical methods Pairwise comparison methods Matrix methods

12

Reference reading material: Preliminary Landfill Site Suitability Report

Ad Hoc Methods

Based on professional judgment Narrative without specifying criteria,

ratings, or weights No assurance on systematic alternative

evaluation No assurance on dimensions of the

environment considered No assurance on addressing public

concerns Not traceable and lacking accountability Difficult to explain to the public Not acceptable in today’s environment

13

Checklist Methods Compare and evaluate alternatives

against a specified set of criteria (or list) with no tradeoffs

Expressed as yes/no responses Widely varying and complex Evaluation checklists: unordered

checklists of criteria/impacts; scaling-weighting checklists; satisficing checklist

Impact indentification checklists: simple checklists; questionnaire checklists

Used during screening alternatives14

Economic Evaluation Methods

Attempt to represent all aspects of a project in monetary terms

Costs and benefits are expressed in terms of the individual’s willingness to pay for the benefits.

Market prices are used for estimating the willingness-to-pay and willingness-to-accept values.

The estimation of externalities (effects on third parties), such as noise and loss of natural areas, is an important and difficult aspect of cost-benefit analyses.

The implementation of this procedure is very difficult and hard to defend in a public form.

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Cartographic Methods Compare and evaluate alternatives using

maps and are used at the site-identification stages.

Constraint Mapping Defines characteristics undesirable for sites and

then systematically eliminates areas that possess these constraints.

Considerable time and expense, no allowance for ranking or comparison of remaining areas or sites

Overlay Mapping Similar to constraint mapping but with addition

of weighting and rating factors. Good for preliminary site-selection process 16

Pairwise Comparison Considers alternative sites in a pairwise

fashion to establish the relative importance or attractiveness of each alternative.

Site A - use less agricultural land than Site B. Site B - more aesthetically pleasing than Site A.

The informal preference weighting is a major detraction of this simple procedure.

If many features are to be considered, the procedure becomes very cumbersome.

Fuzzy-Set Procedures and Parametric Ranking 17

Fuzzy-Set (Nonparameteric) Procedures

Fuzzy-set theory is based on subjective interpolation: by comparing evaluation factors, an inefficient alternative is identified. The best alternative is then selected by identifying the extent of dominance of one alternative over another.

The ranking procedure provides no relative value information.

The visual impact of the ranking procedure can be significantly biased by inclusion of varying numbers of discriminating features.

Testing of the sensitivity of measurements is difficult in the ranking procedures.

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Nonparametric Ranking Site plan area alternative

No. Priority group A B C DE F

1 Public health and safetyHydrology/hydrogeology 2.5 5.5 5.5

1 2.5 4Traffic safety/service/operations 3 3

3 1 6 5

2 Natural environmentBiophysical 1 4.5 3 2

4.5 6Agriculture 4 2 3 5

6 1

3 Social environmentalPopulation impacts 4.5 3 6 4.5

1 2Community facilities 1 2 6 3

4 5Dust/odor 1.5 6 4 5

3 1.5Noise 2 5 6 4 3

1Visual impact 1 2 3 6

5 4Land use compatibility 1 5.5 5.5

3.5 3.5 2

4 Cultural environmentalHeritage features 2 4 6 5

3 1Archaeology 4 2 4 6

4 1

5 CostsCosts 1 5.5 5.5 2.5 2.5

4

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Frequency of Dominance of Sites A and D

Occurrences Occurrences of Site A of Site D

No. Priority group preferred to Dpreferred to D

1 Public health and safety 0 2

2 Natural environment 2 0

3 Social environmental 5 0

4 Cultural environmental 2 0

5 Costs 1 0

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Parametric Ranking A nonparametric ranking system loses

proximity information. An alternative parametric or expanded-

range ranking approach assigns the value of unity to the best site for each criterion and a much higher number, e.g., 10, to the worst.

A fictitious site G - catastrophic regarding hydrology/hydrogeology

Site Plan Area Alternatives

A B C D E F G

Hydrology/Hydrogeology 1.1 1.3 1.3 1 1.1 1.210 21

Matrix Methods Employ matrices for comparison and evaluation Mathematical matrices assume additive models

and use mathematical operations to order preferences and determine the relative importance of each.

Employ two opposing axes (e.g., criterion and alternative)

Difficult to assign values on a scale of 1 to 10 to characterize the magnitude and importance of impacts

Weigh the priority groups and the discrimination features by decision makers

Useful for carrying out sensitivity analyses in a simple manner

22

Parametric Ranking Site plan area

alternative

No. Priority group A B C D E F

1 Public health and safetyHydrology/hydrogeology 3 8 8 1 3 6Traffic safety/service/operations 2 2 2 1 6 5

2 Natural environmentBiophysical 1 5 4 2 5 8Agriculture 6 3 4 8 10 1

3 Social environmentalPopulation impacts 5 4 8 5 1 3Community facilities 1 2 7 4 5 6Dust/odor 1 5 3 4 2 1Noise 3 7 8 5 4 2Visual impact 1 2 3 8 6 7Land use compatibility 1 6 6 4 4 2

4 Cultural environmentalHeritage features 3 5 8 6 4 1Archaeology 4 3 4 6 4 1

5 CostsCosts 1 10 10 2 2 5 23

Weight Assignments of Priority Groups

No. Priority group Weight*

1 Public health and safety 33.4

2 Natural environment 20.4

3 Social environmental 15.5

4 Cultural environmental 15.4

5 Costs 15.3

100.0

24

* Weights are typically determined by survey.

Weight Assignments of Discriminating Features

Priority group Discriminating feature Weight

Public health and safety Hydrology/hydrogeology 68Traffic safety 32

Sum = 100

Natural environment Biophysical 46Agricultural 54

Sum = 100

Social environmental Population impact 25Community facilities 12Dust/odor 19Noise 15Visual impact 16Land use compatibility 14

Sum = 100

Cultural environmental Heritage features 54Archaeology 45

Sum = 10025

Factor Factor ranking site Wighted factor site Priority Wighted factor sitePriority group wt. A B C D E F A B C D E F group wt. A B C D E F

Public helath and safetyHydrology/hydrogeology 0.675 3 8 8 1 3 6 2.03 5.40 5.40 0.68 2.03 4.05Traffic safety/service/op. 0.325 2 2 2 1 6 5 0.65 0.65 0.65 0.33 1.95 1.63

2.68 6.05 6.05 1.00 3.98 5.68 0.334 0.89 2.02 2.02 0.33 1.33 1.90Natural environmentBiochemical 0.46 1 5 4 2 5 8 0.46 2.30 1.84 0.92 2.30 3.68Agriculture 0.54 6 3 4 8 10 1 3.24 1.62 2.16 4.32 5.40 0.54

3.70 3.92 4.00 5.24 7.70 4.22 0.204 0.75 0.80 0.82 1.07 1.57 0.86Social EnvironmentalPopulation impacts 0.246 5 4 8 5 1 3 1.23 0.98 1.97 1.23 0.25 0.74Community facilities 0.119 1 2 7 4 5 6 0.12 0.24 0.83 0.48 0.60 0.71Dust/odor 0.187 1 5 3 4 2 1 0.19 0.94 0.56 0.75 0.37 0.19Noise 0.147 3 7 8 5 4 2 0.44 1.03 1.18 0.74 0.59 0.29Visual impact 0.16 1 2 3 8 6 7 0.16 0.32 0.48 1.28 0.96 1.12Land use compatibility 0.143 1 6 6 4 4 2 0.14 0.86 0.86 0.57 0.57 0.29

2.28 4.36 5.88 5.04 3.34 3.34 0.155 0.35 0.68 0.91 0.78 0.52 0.52Cultural environmentalHeritage features 0.535 3 5 8 6 4 1 1.61 2.68 4.28 3.21 2.14 0.54Archaeology 0.465 4 3 4 6 4 1 1.86 1.40 1.86 2.79 1.86 0.47

3.47 4.07 6.14 6.00 4.00 1.00 0.154 0.53 0.63 0.95 0.92 0.62 0.15CostsCosts 1 1 10 10 2 2 5 1.00 10.00 10.00 2.00 2.00 5.00

1.00 10.00 10.00 2.00 2.00 5.00 0.153 0.15 1.53 1.53 0.31 0.31 0.771 2.69 5.65 6.22 3.41 4.34 4.19

A B C D E F

Site Scoring Evaluation

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Site End Uses

Completed landfill sites - parks and recreation areas, such as ski slopes, toboggan runs, coasting hills, ball fields, golf courses, amphitheaters, and playgrounds; botanical gardens; residential and industrial development; parking areas

Considerations: Settlement, gas migration, ponding, cracking, and erosion of the cover material

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28

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The Gold Club at Newcastle, Newcastle, Washington

30

Sai Tso Wan Landfill, Hong Kong

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Excavated Cell/Trench Method

Ideal for areas where an adequate depth of cover material is available at the site and where the water table is not near the surface

Excavated cells: 1000 ft by 1000 ft; side slope 1.5:1 to 2:1

Trench: 200~1000 ft by 15~50 ft; 3~10 ft in depth35

Area Method

Ideal where the terrain is unsuitable for the excavation of cells or trenches, e.g., high G/W level.

Cover material must be hauled in by truck or earthmoving equipment from adjacent land or from borrow-pit areas.

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Canyon/Depression Method

Use canyons, ravins, dry borrow pits, and quarriesCover material must be available to cover the

individual lifts and to provide a final cover over the entire landfill when the final height is reached.

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