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Spatial Analysis as a Tool for Landfill Monitoring Prepared for: Kasey Kathan, Vermont Solid Waste Management Program [email protected] Breck Bowden, ENSC 202 Professor [email protected] Project Consultants: Sam Watson | [email protected] Chris McCloud | Thomas Nieuwenhuis | [email protected] Thomas Hibert | [email protected]

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Spatial Analysis as a Tool for

Landfill Monitoring

Prepared for:

Kasey Kathan, Vermont Solid Waste Management Program

[email protected]

Breck Bowden, ENSC 202 Professor

[email protected]

Project Consultants:

Sam Watson | [email protected]

Chris McCloud |

Thomas Nieuwenhuis | [email protected]

Thomas Hibert | [email protected]

Executive Summary We are one of three groups assessing the risk posed by closed landfills on the Vermont

Landscape to human and environmental health. We’ve developed a model using Geographic

Information Systems which will assess the distance of landfills to potential stressors and

receptors, and prioritize highest risk sites to lowest risk sites for the Kasey Kathan of the

Vermont Agency of Natural Resources. Two other groups are analyzing bi-annual water quality

data from the past 20 years, as well as social impacts and future planning for these landfill

sites. Our efforts will be synthesized into a three part risk assessment tool which will help direct

future management of these sites for the Agency of Natural Resources.

Our spatial analysis will consider the proximity of each landfill to both potential

receptors and other potential stressors. The map is based off a Digital Elevation Model (DEM)

for Vermont and landfill coordinates, and all layers were acquired from the Vermont Center for

Geographic Information website (VCGI). Since group two is calculating risk based on measured

pollutant concentrations, we are assessing what receptors those pollutants threaten, namely

surface waters using vermont lakes and streams inputs. We are also looking at land cover data in

up-gradient drainage basins from each landfill, highlighting impervious surface area as potential

sources of heavy metal and solvent pollutants. Finally, using a Geologic Soils of Vermont layer,

we highlight whether soils upgradient from each landfill are hydric or non-hydric. This serves as

an indicator of well drained leachate plumes or stagnation of leachate plumes.

Introduction Before the era of environmental regulations pertaining to waste management, hundreds of

small landfills operated throughout Vermont. Most municipalities had sites to dispose of solid

wastes ranging from food scraps and paper to chemicals and old cars. In 1987 Vermont passed

Act 78, a solid waste management initiative to reduce and manage the amount of waste affecting

the environment (VT ANR). Act 78 mandated the closing of all operating landfills within

Vermont, approximately 359, based on federal regulations. Of these, 59 sites were large enough

sites to attract the attention of the Vermont Agency of Natural Resources. Together with

municipalities and environmental consultants, bi-annual data on water quality has been collected

for most of these sites. The data is inconsistent across all 59 sites because different consulting

firms were hired by municipalities and the ANR to assess each landfill. Some landfills having

little to no data while others have complete schematics of topography, groundwater elevations

and flow, such as reports from Stone Environmental Group.

Our most important parameter in assessing the impacts of these landfills has been water

quality measurement, using Vermont’s Natural Resources Board water quality standards as a

baseline. We chose water quality because of water’s unique properties to transport and activate

pollutants, and it’s immediate ecological uptake around landfill sites. According to the data

Kasey Kathan provided us, most of these landfills are unlined municipal solid waste disposal

sites, containing heavy metals and solvents dating back to the early 1900’s. As water penetrates

the landfill and then exits in leachate plumes, redox reactions and dissolution of municipal solid

waste occurs within the landfill, contaminating the groundwater flowing out of the landfills

(Lyngkilde et.al). Some potential receptors of these contaminants include surface, residential

and communal wells, and agricultural fields. The VT ANR currently manages and maintains 59

landfills across the state, and believes that many of them are in suitable condition for re-

purposing, and do not require future monitoring of water quality. Proving that these landfills

pose little to no threat to environmental and human health is a challenging task for the agency. It

is in the best interest of both the state and local municipalities to assess the risk these landfills

pose completely and openly. It is our task to develop a risk assessment model, focusing of

spatial distribution of potential stressors and receptors, to rank which landfills require continued

attention, and in which discontinued monitoring programs would be appropriate.

Background It is well know that landfills can be a stressor on the environment; their magnitudes of

stress can vary depending their contents and how well the landfill is sealed. Subsurface migration

of groundwater through the landfill can collect heavy metals and toxins. This is one of the most

prominent ways a landfill can inflict stress upon a natural community. Receptors of polluted

water include aquatic organisms and vegetation, as well as terrestrial vegetation whose taproots

access the water and organisms that uses the polluted water for drinking. (EPA)

The groundwater quality of most of landfills that VT ANR manages have been monitored

since they were closed approximately 20 years ago.(Kathan) One problem is that many landfills

lack monitoring wells upgradient from the landfill, which makes it impossible to know if the

groundwater is already polluted before passing through the landfill. In this case it would be

beneficial to identify areas upgradient that could potentially be stressors, such as large areas of

impervious surfaces, agricultural operations, factories or other point sources. Landfills can also

inflict stress by emitting gases like methane into the atmosphere, contributing to global climate

change and can also be a nuisance for nearby residents and businesses. Pollutants in the soil can

affect microorganisms and insects living in the soil, and there is potential for them to move

through trophic levels to human consumption. (EPA)

Methods For the statewide spatial model, we are using ArcGIS (Geographic Information System)

from the Rubenstein Geospatial Lab to analyze and manipulate several datasets. As noted above,

we used six input data layers (Table 1 below) to create a model that would produce land cover

and soil data, as well as data pertaining to surface water proximity for each landfill.

Table 1: Input Data Layers

Data Layer Source Data Type

Digital Elevation Model USGS Raster (30 meter)

Geologic Soils VCGI Vector Polygon

Lakes VCGI Vector Polygon

Land Cover USGC NLCD Raster (30 meter)

Streams USGS NHD Vector Line

Vermont Towns VCGI Vector Polygon

Before the model can run, the input data layers needed to be prepared and formatted. The

land cover data from USGS came in four separate rasters, all of which covered sections of

Vermont, as well as parts of Quebec, New Hampshire, Massachusetts, and New York. The first

step in preparing this data was projecting each of the rasters into the NAD 83 Vermont State

Plane Coordinate System in ArcMap. Once the images were projected, they were mosaiced

together in ERDAS Imagine using the Nadir seamline method. This mosaiced raster (which now

completely encompassed the state of Vermont and regions of surrounding states) was clipped to

the Vermont state boundaries using the extract by mask tool in ArcMap. The same process was

performed on the Digital Elevation Model.

Once the raster datasets were formatted correctly, the Geologic Soils data was prepared.

This data came in 14 different shapefiles, (one for each Vermont country). Within the attribute

tables of these shapefiles were two fields that pertained to the analysis: “Hydric” and

“Hydrogroup”. The first step in preparing the soil data was dissolving the Hydric and

Hydrogroup fields in each of the 14 shapefiles to consolidate their records into multipart

polygons. After the shapefiles were dissolved, they were merged together to form one shapefile

containing geologic soil data for the whole State of Vermont. Within the attribute table we added

a field titled “SoilCode” and populated it as shown below. Creating the SoilCode field that

references both Hydric and Hydrogroup data makes the analysis process less complex. The

breakdowns and descriptions for the soil data can be seen below in Table 2. With the data

prepared, we created a model that produces a point layer of each landfill site, polygon data of

each landfill’s watershed, land cover and soil quality data for each watershed, and distance to

closest surface water feature.

Table 2. SoilCode legend

Hydric Hydrogroup SoilCode Suitability for Landfill Siting

N A 1 Acceptable

N B 2 Good

N C 3 Acceptable

N D 4 Poor

N Not rated 5 Acceptable

U D 6 Very Poor

U Not rated 7 Poor

W Water 8 Unacceptable

Y B 9 Acceptable

Y C 10 Poor

Y D 11 Unacceptable

Y Not rated 12 Poor

The first step in the model can be seen below in Flowchart 1 (Green boxes represent data

files and are numbered for referral in bold in the following description. Yellow circles represent

GIS processes and tools). The only input into the model is an excel spreadsheet of the

coordinates for each landfill in decimal degree format (Step 1). With that input, the model

converts the excel spreadsheet into an ArcMap spreadsheet (Step 2). With the landfill

coordinates coverted to an ArcMap spreadsheet format, the model takes that tabulated data and

creates a point GIS shapefile of the landfill locations throughout Vermont, projected into NAD

83 Vermont State Plane coordinate system (Step 3). The previously formatted DEM is then

combined with the new point shapefile, undergoes a series of operations including Fill Sinks,

Flow Direction, and Flow Accumulation, to a new watershed polygon shapefile for each of the

landfill locations (Step 4). The new watershed polygon layer is then combined with the

previously formatted land cover raster through a series of intersects and table joins, to produce an

updated watershed polygon layer that has an attribute table containing data for percent

breakdown of each land cover class (Step 5).

Flowchart 1

The second base of the model, shown below in Flowchart 2, produces soil data for each

landfill location. The first process buffers each landfill location to create .25 mile circle polygons

around each site (Step 6). Similar to Step 5 above, these buffer polygons are then combined with

the previously formatted soil data from VCGI to undergo a series of intersects and table joins to

produce and updated buffer polygon feature class with an attribute table containing data for

percent breakdown of each soil class as described in Table 2 above.

Flowchart 2

In order to analyze the distance from each landfill to surrounding streams and lakes, a

cost-distance analysis of the distance to streams and lakes for each landfill was

performed. USGS flowline and waterbody layers from the National Hydrographic Database for

Vermont were downloaded from the VCGI website. A decision was made to focus primarily on

streams and rivers, rather than all flowlines present in the flowlines dataset. Consequently, the

stream/river portion of the data layer was exported as its own layer. Next, a cost-distance

analysis was run on each of the stream/river and waterbody data layers. The classification

system for both analyses results were then set up in the same manner. The Natural Breaks

method with 3 classes was applied, with the classes were colored red for those areas closest to

the body of water in question, depending on the layer. Areas farther away from the body of

water were colored yellow, and those farthest away were colored green. Each cost-benefit layer

was then displayed on a map with the landfill points in order to display the location of each

landfill relative to surrounding bodies of water. A map of the whole state as well as large scale

versions centered on each landfill were produced in this manner.

Findings and Discussion What stood out immediately was the general location of Vermont’s landfills. Most are

placed high on the landscape, with relatively low area draining into them. For several sites the

landfill is the highest elevation within its geographic drainage basin. The implications of this are

that pollutants measured below landfills at a topographic high points are almost guaranteed to be

sourced from the landfill.

Besides roadside ditches and seasonal streams, surface waters are an expression of

groundwater tables and flow. Sample maps of the cost-distance analysis on streams (Fig. 1),

water bodies (Fig. 2), the Cambridge landfill stream analysis (Fig. 3) and the Cambridge landfill

water body analysis (Fig. 4) can be seen on the following pages.

One flaw we should note in our spatial study was the lack of critical receptor

mapping. Critical receptors are any ecological system which absorbs, transports, uptakes or

otherwise concentrates pollutants. These receptors are difficult to map because leachate plumes

move with groundwater gradients and not always topographic gradients. While surface waters

were included in the analysis, down-gradient surface waters and wells were not included in our

spatial component of the calculator. The main reason for this was lack of time to compile data

and develop an accurate analysis, as well as a perceived lack of data. We were unsure where to

find reliable well coordinates from each test site, as well as coordinates for municipal wells of

concern. We now know that all wells must be registered with the state when they are dug, so if

the ANR or another group wanted to continue the study the data is available somewhere within

state government.

Appendix A. Figures

Appendix B. Tables

Table 1. Landcover class by percentage of each landfill's watershed

Landfill Name

Watershed

Area

(meters2)

%

Water

%

Developed

Open

Space

%

Developed

Low

Intensity

%

Developed

Medium

Intensity

%

Developed

High

Intensity

% Barren

Land

(Rock/

Clay/

Sand)

%

Forest

% Early

Successional

%

Farmland

%

Wetlands

Bristol Waste

Management,

Inc. 30698 0.00 15.63 0.00 0.00 0.00 0.00 84.38 0.00 0.00 0.00

Lincoln 7015 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.44 55.56 0.00

Starksboro 40232 0.00 0.00 0.00 0.00 0.00 0.00 9.09 2.27 88.64 0.00

Shaftsbury 37569 0.00 4.65 0.00 0.00 0.00 0.00 2.33 0.00 93.02 0.00

Pownal 7284 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00 Sunderland

Waste

Management Inc. 12948 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00

Barnet 34161 0.00 5.41 5.41 0.00 0.00 0.00 86.49 0.00 2.70 0.00

Burlington -

Manhattan 36741 0.00 4.65 11.63 32.56 20.93 0.00 0.00 27.91 2.33 0.00

Charlotte 82831052 1.56 3.00 1.13 0.42 0.05 0.05 49.27 2.82 38.48 3.20

Rathe III ( C) 4819 0.00 0.00 66.67 16.67 0.00 0.00 0.00 0.00 16.67 0.00

Rathe IV 13447 0.00 0.00 0.00 0.00 0.00 0.00 18.75 12.50 37.50 31.25

Essex 19662 0.00 0.00 0.00 0.00 0.00 0.00 13.04 0.00 86.96 0.00

Hinesburg 18222 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00

Jericho 7521 0.00 0.00 0.00 0.00 0.00 0.00 11.11 11.11 77.78 0.00

Milton 41092 0.00 0.00 0.00 0.00 0.00 0.00 91.49 0.00 8.51 0.00

Underhill 15730 0.00 0.00 0.00 0.00 0.00 0.00 42.11 15.79 42.11 0.00

CSWD Williston 13010 0.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 56.25 18.75

Highgate 486685 0.00 2.04 0.00 0.00 0.00 0.00 88.52 0.56 7.22 1.67

Simpson

Paper Mill 39500 0.00 28.26 6.52 0.00 0.00 0.00 4.35 0.00 43.48 17.39

Isle La Motte 417630 0.00 45.79 17.93 20.95 8.42 0.00 6.91 0.00 0.00 0.00

Landfill Name

Watershed

Area

(meters2)

%

Water

%

Develope

d Open

Space

%

Develope

d Low

Intensity

%

Develope

d

Medium

Intensity

%

Develope

d High

Intensity

%

Barren

Land

(Rock/Cl

ay/ Sand)

%

Forest

% Early

Succession

al

%

Farmland

%

Wetland

s

South

Burlington

Landfill 16156 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.76 88.24 0.00

North Hero 4088 0.00 0.00 0.00 0.00 0.00 0.00

100.0

0 0.00 0.00 0.00

South Hero 5535 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00 0.00

Cambridge 153369 0.00 0.00 0.00 0.00 0.00 0.00 98.22 1.78 0.00 0.00

Eden 820862 0.00 5.93 10.43 3.07 0.00 0.00 37.98 8.89 33.37 0.33

Johnson 38522 0.00 0.00 0.00 0.00 0.00 0.00 29.55 0.00 70.45 0.00 Lamoille

Landfill and Salvage 48448 0.00 5.56 0.00 0.00 0.00 0.00 66.67 0.00 27.78 0.00

Wolcott 4435973 0.00 3.37 0.00 0.00 0.00 0.00 88.22 2.05 6.05 0.30

Chelsea 8237 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00

Hayward 404435 0.00 9.31 1.33 0.00 0.00 0.00 86.92 1.33 1.11 0.00

Newbury 18578 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.14 0.00 42.86

Randolph 17778 0.00 0.00 0.00 0.00 0.00 65.00 0.00 35.00 0.00 0.00

Vermont

Castings Inc. 33861 0.00 0.00 0.00 0.00 0.00 0.00 2.63 0.00 97.37 0.00

Upper Valley 6480 0.00 0.00 0.00 0.00 0.00 0.00 87.50 0.00 12.50 0.00

Tunbridge 17546 0.00 0.00 15.00 0.00 0.00 0.00 70.00 15.00 0.00 0.00

Washington 16293 0.00 0.00 0.00 0.00 0.00 38.89 0.00 22.22 38.89 0.00

CPM Paper

Sludge 101165 0.00 0.00 0.00 0.00 0.00 0.00 61.95 1.77 36.28 0.00

Williamstown 885156 0.00 4.49 0.00 0.00 0.00 0.00 74.82 0.00 20.69 0.00

Barton 41247 0.00 2.17 8.70 34.78 0.00 0.00 21.74 23.91 8.70 0.00

Irasburg 35369 0.00 0.00 0.00 0.00 0.00 0.00 82.05 17.95 0.00 0.00

Morgan 88386 0.00 0.00 0.00 0.00 0.00 0.00 94.85 5.15 0.00 0.00

Westmore 77590 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.05 91.95 0.00

Landfill Name

Watershed

Area

(meters2)

%

Water

%

Develope

d Open

Space

%

Develope

d Low

Intensity

%

Develope

d

Medium

Intensity

%

Develope

d High

Intensity

%

Barren

Land

(Rock/Cl

ay/ Sand)

%

Forest

% Early

Succession

al

%

Farmland

%

Wetland

s

Brandon 831778 2.17 2.06 4.33 3.36 1.41 1.08 45.40 8.02 17.33 14.84

Pawlet 8556 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 0.00

Rutland City 6906 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00

Rutland

Town 241157 0.00 1.49 0.00 0.00 0.00 0.00 77.61 0.00 20.90 0.00

CV Landfill 30262510 0.16 2.46 0.95 0.17 0.00 0.04 92.00 2.18 0.99 1.05

Gross

Landfill 43783 0.00 0.00 37.50 35.42 0.00 27.08 0.00 0.00 0.00 0.00

WSWMD

Landfill 1600548 0.00 5.06 1.57 0.00 0.00 0.28 87.63 2.36 2.70 0.39

Dover 24267869 0.13 3.78 0.40 0.06 0.03 0.00 87.10 0.22 5.31 2.96

Halifax 3803823 0.00 3.01 0.09 0.00 0.00 0.00 89.89 0.17 5.45 1.40

Newfane 11122 46.15 7.69 0.00 23.08 0.00 0.00 0.00 0.00 23.08 0.00

Putney Paper 171343 0.00 3.14 1.05 0.00 0.00 0.00 78.01 0.00 17.80 0.00

Wilmington 8432 0.00 0.00 0.00 0.00 0.00 0.00

100.0

0 0.00 0.00 0.00

Barnard 11850 0.00 0.00 0.00 7.14 0.00 0.00 14.29 0.00 78.57 0.00

Bethel/

Royalton 289548 0.00 0.00 0.00 0.00 0.00 0.00 97.82 0.00 0.62 1.56

Bridgewater 13235 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0.00

Table 2. Percentage of each soil suitability class

Landfill Name

%

Acceptable

Soil

%

Good

Soil

%

Poor

Soil

%

Unacceptable

Soil

% Very

Poor

Soil

Bristol Waste

Management, Inc. 28.87 29.34 1.94 39.84 0.00

Lincoln 43.72 3.96 0.00 52.32 0.00

Starksboro 2.40 0.00 2.40 0.00 0.00

Shaftsbury 14.37 85.63 0.00 0.00 0.00

Pownal 0.00 100.00 0.00 0.00 0.00

Sunderland

Waste

Management Inc. 87.01 12.99 0.00 0.00 0.00

Barnet 88.63 0.00 11.37 0.00 0.00

Burlington -

Manhattan 0.00 0.00 10.20 0.00 0.00

Charlotte 63.65 3.07 50.83 21.49 0.22

Rathe III ( C) 13.92 0.00 15.99 0.00 0.00

Rathe IV 0.00 18.88 9.68 0.00 0.00

Essex 49.52 0.00 9.15 0.00 0.00

Hinesburg 0.17 0.00 0.17 0.00 0.00

Jericho 0.00 0.00 0.00 0.00 0.00

Milton 72.02 0.00 0.00 0.86 0.00

Underhill 0.00 10.96 0.00 0.00 0.00

CSWD Williston 0.00 0.00 1.26 0.00 0.00

Highgate 27.53 0.00 0.00 72.47 0.00

Simpson Paper Mill 31.03 0.00 0.00 11.75 0.00

Isle La Motte 0.00 21.50 20.04 0.00 0.00

South Burlington

Landfill 84.93 15.07 84.93 0.00 0.00

North Hero 100.00 0.00 100.00 0.00 0.00

South Hero 0.00 0.00 0.00 0.00 0.00

Cambridge 0.00 0.00 0.00 0.00 0.00

Eden 0.00 24.75 9.15 3.33 0.00

Johnson 0.00 44.44 0.00 0.00 0.00

Lamoille Landfill

and Salvage 0.00 0.00 0.00 15.82 0.00

Wolcott 54.36 26.23 0.00 8.41 0.00

Chelsea 0.00 0.00 16.60 0.00 0.00

Hayward 13.20 79.03 0.00 7.76 0.00

Newbury 0.00 17.05 0.00 0.00 0.00

Randolph 0.00 5.62 0.00 0.00 0.00

Landfill Name

%

Acceptable

Soil

%

Good

Soil

%

Poor

Soil

%

Unacceptable

Soil

% Very

Poor

Soil

Vermont

Castings Inc. 2.83 10.90 0.00 0.00 0.00

Upper Valley 0.00 72.93 0.00 0.00 0.00

Tunbridge 17.20 80.32 0.00 2.48 0.00

Washington 0.00 0.00 0.00 0.00 0.00

CPM Paper

Sludge 94.31 1.63 0.00 2.82 0.00

Williamstown 47.96 4.15 15.34 47.57 0.00

Barton 0.00 34.16 65.84 0.00 0.00

Irasburg 100.00 0.00 0.00 0.00 0.00

Morgan 11.69 74.09 6.85 7.36 0.00

Westmore 45.25 54.75 1.67 0.00 0.00

Brandon 57.27 6.33 56.19 13.30 0.00

Pawlet 100.00 0.00 0.00 0.00 0.00

Rutland City 100.00 0.00 0.00 0.00 0.00

Rutland Town 87.15 3.25 0.00 9.60 0.00

CV Landfill 92.73 1.32 25.89 1.99 0.00

Gross Landfill 0.00 56.12 0.00 0.00 0.00

WSWMD

Landfill 64.43 25.67 3.77 9.90 0.00

Dover 63.73 27.65 0.23 6.76 0.00

Halifax 64.70 33.56 0.55 0.79 0.00

Newfane 0.00 0.95 0.00 0.00 0.00

Putney Paper 84.38 1.92 0.00 13.70 0.00

Wilmington 45.29 54.71 0.00 0.00 0.00

Barnard 83.04 0.39 0.00 0.00 0.00

Bethel/Royalton 89.45 0.00 13.59 3.27 0.00

Bridgewater 71.08 0.00 0.00 0.00 0.00

Acknowledgements

We would like thank our professor Breck Bowden and our T.A. Joan White. As well as our

project sponsor Kasey Kathan and the Vermont Agency of Natural Resources. We would also

like to thank Jarlath O’Neil-Dunne for ArcGIS advice.

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