HomeMy WebLinkAbout20181192 Ver 1_C540_ICE_Memo_2_1117_20180122Memorandum on Land Use Scenario
Methodology and Results (Quantitative ICE
Assessment Memo #2)
For
Complete 540 — Triangle Expressway Southeast Extension
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Prepared By:
Michael Baker Engineering
INTERNATIONAL
November 2017
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
Table of Contents
1. Introduction ..........................................................................................................................................1
1.1 Purpose ..............................................................................................................................................2
1.2 General Approach ..............................................................................................................................2
2. Baseline Land Use Method .................................................................................................................5
3. Future No-Build and Build Land Use and Land Cover Method ......................................................7
4. Land Cover Results .............................................................................................................................10
4.1 Baseline Scenario .............................................................................................................................10
4.2 2040 No-Build Scenario ...................................................................................................................13
4.3 2040 Build Scenario .........................................................................................................................15
5. Impervious Surface Results ...............................................................................................................17
6. Traffic Analysis Zone-Level Socioeconomic Forecast Results ......................................................22
7. Next Steps ...........................................................................................................................................27
8. References ...........................................................................................................................................27
List of Figures
Figure 1: Project Location and FLUSA Map .............................................................................................3
Figure 2: Flowchart of Land Use Scenario Development ........................................................................4
Figure 3: Baseline Scenario Land Cover ................................................................................................12
Figure 4: 2040 No-Build Scenario Land Cover ......................................................................................14
Figure 5: 2040 Build Scenario Land Cover ............................................................................................16
Figure 6: Change in Percent Impervious from 2010 to 2040 No-Build Scenarios and 2010 to 2040
Build Scenarios for Model Runs 1 and 2 ...............................................................................................21
Figure 7: Change in Number of Households by Traffic Analysis Zone from the
2040 Build Scenario to the 2040 No-Build Scenario .............................................................................25
Figure 8: Change in Number of Jobs by Traffic Analysis Zone from the
2040 Build Scenario to the 2040 No-Build Scenario .............................................................................26
i
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
List of Tables
Table 1: Place Type to Land Use Category Conversion ...........................................................................6
Table 2: NLCD Land Cover Codes and Land Cover Category Descriptions ..............................................7
Table 3: Example of Parcel Development Forecast Grouping for the 2040 No-Build Scenario............10
Table 4: Baseline Scenario Land Cover Results .....................................................................................11
Table 5: 2040 No-Build Scenario Land Cover Results ...........................................................................13
Table 6: 2040 Build Scenario Land Cover Results .................................................................................15
Table 7: Impervious Surface Results for Baseline, 2040 No-Build, and 2040 Build Scenarios .............18
Table 8: Upper-Limit Impervious Surface Results for Model Run 1 of the 2010,
2040 No-Build, and 2040 Build Scenarios ............................................................................................19
Table 9: Lower-Limit Impervious Surface Estimates for Model Run 2 of the 2010,
2040 No-Build, and 2040 Build Scenarios ............................................................................................20
Table 10: Water Quality Study Area Summary Results for Impervious Surface ...................................22
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
1. Introduction
The North Carolina Department of Transportation (NCDOT) and the Federal Highway Administration
(FHWA) propose to build a new, limited-access highway from NC 55 Bypass in Apex to US 64/US 264
Bypass (I-495) in Knightdale, a distance of approximately 28 miles. The project, known as Complete 540-
Triangle Expressway Southeast Extension, is proposed as a toll facility.
As part of the National Environmental Policy Act (NEPA) process, NCDOT previously completed a
Qualitative Indirect and Cumulative Effects (ICE) Report (December 2014), and a summary of the results is
included in the Draft Environmental Impact Statement (DEIS), which was published in November 2015.
As documented in Quantitative ICE Assessment Memo #1, NCDOT and FHWA have determined that using
the CommunityViz model from the Imagine 2040: Triangle Regional Land Use Planning Initiative is a
reasonable and appropriate tool to develop consistent land use scenario(s) for use in the Quantitative ICE
assessment. This approach was chosen because the regional Council of Governments (COG) and the two
regional Metropolitan Planning Organizations (MPOs) had utilized this regional scenario planning tool, and
the Complete 540 Quantitative ICE assessment is effectively a scenario planning exercise applied to the
context of this transportation project. Therefore, the CommunityViz model from the Imagine 2040
initiative provided an existing framework in which to test forecasted land use differences with and
without the project.
Since the CommunityViz model has already been calibrated to regional conditions and applied to
regionally approved transportation plans, it is logical to use this tool for a Quantitative ICE to forecast
future land use in the study area. In ICE Memo #1, the various inputs to the CommunityViz model were
reviewed, and the necessary adjustments to those inputs to develop a No-Build scenario were discussed.
The adjustments made to the CommunityViz inputs for the 2040 No-Build scenario included the following:
• Reductions to county-level control totals for Wake and Johnston counties,
• Adjustments to Land Suitability Analysis factors associated with Complete 540, and
� Adjustments to the place-type inputs for parcels in the Future Land Use Study Area (FLUSA).
As described in ICE Memo #1, the original Imagine 2040 CommunityViz model land use forecast was
determined to represent the 2040 Build scenario, and the CommunityViz model was reused for this effort
to produce a 2040 No-Build scenario for future land use without the influence of the Complete 540
project. The model's future land use forecasts were used, as described in this memo, to produce the 2040
No-Build scenario and 2040 Build scenario:
• Land cover for use in analyzing Indirect and Cumulative Impacts (ICI) to Water Quality, and
• Traffic Analysis Zone- (TAZ-) level socioeconomic data.
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
1.1 Purpose
The purpose of this memorandum (ICE Memo #2) is to follow up on approaches summarized in ICE Memo
#1(see 3 bullet points above) and describe how those outputs were used to forecast land use and land
cover changes between base year (Baseline) and 2040 Build and No-Build scenarios. This memo calculates
the potential changes in the FLUSA (see Figure 1) using the data from the CommunityViz analyses. These
data in turn will be used in the next step to estimate water quality impacts, which will be reported in a
forthcoming ICE Memo #3. These data will also be used in a traffic analysis of the 2040 No-Build scenario.
The outputs of the forecasting and modeling documented in this memo will be used, along with the
Memo #3 and traffic assessment results, to describe the Quantitative ICE process for the proposed facility
and summarize results in ICE Memo #4.
This memo (ICE Memo #2) outlines:
1. The methodology used to convert data outputs from the CommunityViz model into land cover
results that inform an ICE analysis and can be used by water quality modeling software.
2. A summary of the land cover results from the three scenarios: Baseline, 2040 No-Build, and 2040
Build.
3. A summary of impervious surface percentages by watershed derived from the land cover results.
4. A summary of the TAZ-level household and employment differences in the FLUSA for the No-Build
and Build scenarios, based on the CommunityViz forecasts.
1.2 General Approach
Overall, the approach described in this memo is to combine the data outputs of developed land area from
the Imagine 2040 initiative with data from the National Land Cover Database (NLCD) on natural land cover
areas. The NLCD "serves as the definitive Landsat-based, 30-meter resolution, land cover database for the
Nation" (USGS, 2012). This process was chosen as it would combine information on actual developed land
uses from the parcel-level data used in the CommunityViz modeling with data on existing natural land
cover for undeveloped areas in the NLCD.
The NLCD is a 30x30-meter resolution raster image of land cover for the entire nation. A raster is a
rectangular grid where each cell or pixel within the grid represents one unit of area and contains a value
that represents land use or land cover in this analysis. All rasters, in this analysis, were formatted with a
30x30-meter cell size, about one quarter of an acre, to match the NLCD land cover dataset.
This memo describes the land cover results of the land use analysis in the FLUSA for the base year and
2040 with and without the project. Land cover results are tabulated from the final land cover raster files
developed using the combination of data from the CommunityViz model and NLCD raster datasets. This
memo also provides the TAZ-level socioeconomic data forecast results of the CommunityViz model for the
region for the 2040 No-Build scenario.
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
Figure 1: Project Location and FLUSA Map
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
Figure 2 shows the general approach used in the development of the 2040 No-Build scenario and 2040
Build scenario land use forecasts for the ICE analysis. The bottom half of the flow chart shows how the
2011 inputs to the CommunityViz model, as it was run for the Preferred Growth Scenario, resulted in the
Build scenario's Graduated Grid Cell Output from CommunityViz. The Graduated Grid Cell output was then
aggregated to the TAZ level to create the inputs for the 2040 Build scenario analysis using the regional
travel demand model, named the Triangle Regional Model (TRM). The same Graduated Grid Cell output
was combined with the parcel and NLCD data to create the 2040 Build scenario Land Cover Raster.
The top half of the flow chart shows the similar process used for the 2040 No-Build scenario. In this
instance, however, the three key inputs (i.e., control totals, place types, and land suitability analysis
factors) were adjusted before running the CommunityViz model. ICE Memo #1 describes in detail the
inputs to the CommunityViz model and the corresponding adjustments made to create the 2040 No-Build
scenario. The remainder of this memo more fully describes how the CommunityViz model outputs are
used and the resulting land cover data.
Figure 2: F/owchart of Land Use Scenario Development
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Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
2. Baseline Land Use Method
To create a basis for comparison of the two future year scenarios (2040 No-Build and 2040 Build), a base
year (Baseline) land use scenario was developed using the output data from the CommunityViz model at
the parcel level and the NLCD raster layer. To develop the Baseline Land Use Raster, the following key
steps were taken:
1. Parcels were differentiated by Existing Development Status (Developed or Not Developed).
2. Developed parcels were coded with an existing land use based on their existing Place Type
designation in the Imagine 2040 dataset.
3. Parcels coded as Not Developed were assigned an existing land use based on the majority of the
land cover within that parcel from the NLCD.
As described in the Imagine 2040 documentation:
Development status was assigned to parcels in the region using 2010 aerial photography, property
appraiser data, and topic-specific GIS data sets (e.g., existing land use, farmland or vacant land
inventories)...Development status categories used for Imagine 2040 include: permanent open space,
developed, undeveloped, under-developed, agriculture, and water.
The Imagine 2040 dataset was generated using the CommunityViz model, which required customized
density and intensity control inputs to estimate the development potential for a particular area. A key
input to that process is the Place Type. Place Types generalize "the various development categories from
zoning and land use plans used by local governments to describe, measure, and evaluate the built
environment." (TJCOG, 2013).
Imagine 2040 used 29 Place Types to describe existing and envisioned future land uses within the region.
These Place Types were more detailed than typically used in water quality modeling or indirect and
cumulative analyses of land use changes. Therefore, the study team converted each Place Type
designation into one of seven NLCD Land Use Categories for use in the water quality modeling and ICE
land use assessment. Table 1 summarizes the conversion from CommunityViz Place Type to NLCD Land
Use Category for all Place Types. For Parks and Open Space, the underlying NLCD inputs were used to
determine the appropriate Land Use Category.
The Place Type to NLCD Land Use Category conversion was determined by reviewing the Place Type
descriptions from the Imagine 2040 documentation (TJCOG, 2011; 2013) and comparing the typical
characteristics of each Place Type compared to the characteristics of the Land Use Categories descriptions
from NLCD. The land use and water quality modeling staff used their best judgment to categorize each
Place Type into the Land Use Categories. To provide distinction between the CommunityViz land use
information and the NLCD-based information on land cover, the NLCD classifications and data will be
referred to as land cover hereafter.
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
Table 1: Place Type to Land Cover Category Conversion
Place Type Place Type Land Cover Land Cover Category1
Code Code
Worl<ing Farm WF 5 Cropland
Light Industrial Center LIC 2 Low Density Mixed Urban
Health Care Campus I HCC 2 Low Density Mixed Urban �
University Campus UC 2 Low Density Mixed Urban
Mixed-Use Neighborhood MUN 20 Medium Density Mixed Urban
Village Center VC 20 Medium Density Mixed Urban
Town Center TC 20 Medium Density Mixed Urban
Civic & Institutional Facilities CIV 20 Medium Density Mixed Urban
Neighborhood Commercial Center NCC 20 Medium Density Mixed Urban I
Urban Neighborhood UN 3 High Density Mixed Urban
Suburban Commercial Center SCC 3 High Density Mixed Urban
Suburban Hotel SH 3 High Density Mixed Urban
Suburban Office Center SOC 3 High Density Mixed Urban
Regional Employment Center REC 3 High Density Mixed Urban
Heavy Industrial Center HIC 3 High Density Mixed Urban
Transit-Oriented Development TOD 3 High Density Mixed Urban
Metropolitan Center MC 3 High Density Mixed Urban
Mixed-Use Center MUC 3 High Density Mixed Urban
Airport AIR 3 High Density Mixed Urban
Rural Living RL 17 Low Density Residential
Large-Lot Residential Neighborhood I LLRN 17 Low Density Residential I
Mobile Home Community MHC 17 Low Density Residential
Rural Cross Roads RCR 17 Low Density Residential
Small-Lot, Residential Neighborhood SLRN 18 Medium Density Residential
Shade Tree Residential Neighborhood STRN 18 Medium Density Residential
Mixed Residential Neighborhood MXR 18 Medium Density Residential
Multifamily Residential Neighborhood MFRN 19 High Density Residential
High-Rise Residential HRR 19 High Density Residential
Parks and Open Space POS VariesZ VariesZ �
1 Density designations in the Land Use Categories are based on NLCD land use classification descriptions.
z Underlying NLCD inputs were used to determine the Land Use Category.
L
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
For undeveloped parcels, the NLCD raster was used to identify the primary land cover within the parcel.
For example, if the majority of the NLCD raster cells within an undeveloped parcel was classified as
Cropland, then the Cropland Land Cover Category was applied to the entire parcel. Once all parcels were
categorized, the parcel data was converted into a 30x30-meter raster image. Empty areas not covered by
parcels were given a Land Cover Category from the NLCD to create a comprehensive Baseline Land Cover
Raster to input into the water quality model and for use in comparing land cover results among the three
scenarios. The Baseline Land Cover Raster and all other land cover rasters produced for this memo consist
of up to 16 Land Cover Categories, summarized in Table 2.
Table 2: NLCD Land Cover Codes and Land Cover Category Descriptions
Land Cover Land Cover
Code Category
1
2
3
4
5
7
10
12
14
16
17
18
Water
Low Density Mixed
Urban
High Density Mixed
Urban
Hay/Pasture
Cropland
Forest
Wetland
Disturbed
Sandy Areas
Turf/Golf
Low Density
Residential
Medium Density
Residential
lg High Density
Residential
2p Medium Density
Mixed Urban
21 Openland
22 Bare Rock
Description
Lakes, ponds, large streams
Mixture of constructed materials, with vegetation mostly in the form of
lawn. Schools, hospitals, commercial areas, and industrial parks with
extensive, surrounding open land.
Mixture of constructed materials, with vegetation mostly in the form of
lawn. High intensity commercial/industrial/institutional zones.
Hay or Pasture
Row Crops
Coniferous, deciduous, or mixed woodlands
Woody and emergent wetlands
Coal mines, quarries, gravel pits, transitional land
Beaches and deserts
Golf courses and sod farms
Mixture of constructed materials, with vegetation mostly in the form of
lawn. Mostly single family housing.
Mixture of constructed materials, with vegetation mostly in the form of
lawn. Low and medium density housing.
Mixture of constructed materials, with vegetation mostly in the form of
lawn. Small lot houses or row houses.
Mixture of constructed materials, with vegetation mostly in the form of
lawn. Smaller cities and suburban locations.
Open range/grassland - natural areas
Non-vegetated rocky areas
3. Future No-Build and Build Land Use and Land Cover Method
As described in Quantitative ICE Assessment Memo #1, the basis for the 2040 No-Build scenario and 2040
Build scenario land use datasets is the forecast of dwelling units and employment in the FLUSA, produced
through the CommunityViz model used in the Imagine 2040 initiative. Based on coordination with area
planners, NCDOT, and FHWA, the original outputs of the Preferred Growth Scenario in Imagine 2040 were
concluded to be the 2040 Build scenario for this Quantitative ICE. As described in Quantitative ICE
7
�
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
Assessment Memo #1, a set of revised inputs for control totals, Land Suitability Analysis factors, and Place
Types were used to produce a 2040 No-Build scenario land use forecast. For both the 2040 Build and 2040
No-Build scenarios, two key outputs of the CommunityViz model are (or will be) used to assess indirect
and cumulative effects:
1. The Graduated Grid Cell output in shapefile (.shp) format, and
2. The TAZ-data output in Data Base File (.dbf) format.
The (Imagine 2040) CommunityViz model uses a Graduated Grid Cell system as a common geography to
aggregate parcel-level data and combine it with the Land Suitability Analysis factors in a manageable way
for such a large study area (TJCOG, 2013). A key output of the CommunityViz model is the Graduated Grid
Cell shapefile attributed with data on the capacity of each grid cell and the allocated growth for each grid
cell. This grid cell output formed the basis of the 2040 No-Build scenario and 2040 Build scenario land
cover rasters.
To create land cover rasters for both the 2040 No-Build and 2040 Build scenarios, the following general
steps were taken to convert the information in the CommunityViz grid cell data into land cover raster
data:
1. Within the Graduated Grid Cell shapefile, the number ofjobs and dwelling units allocated to each
grid cell was divided by the total capacity for that grid cell to determine the percent of capacity
used.
2. The grid cell shapefile for each scenario was intersected with undeveloped parcels from the parcel
data for each scenario in GIS.
From this intersected output, each undeveloped parcel was put into one of three groups:
a. Group A- Parcels where 75 percent or more of the capacity was used. These parcels were
considered fully developed and were categorized as developed in the future land cover
rasters.
Group B- Parcels where >0 to 75 percent of the capacity was used. These parcels were
further processed through GIS and were reduced in area by the percent of capacity used.
The resulting reduced-area parcels were then categorized as developed for use in the
future land cover rasters.
c. Group C- Parcels where 0 percent of the capacity was used were considered undeveloped
and were not carried forward for updating the future land cover rasters.
4. Using the future Place Type attributes from the Imagine 2040 initiative for the 2040 Build scenario
and the revised future Place Types described in Quantitative ICE Assessment Memo #1 for the
2040 No-Build scenario, each parcel in Groups A and B was attributed with the appropriate Land
Cover Category per the lookup table (Table 1). The results of this were two polygon GIS layers:
a. 2040 No-Build Parcels: currently undeveloped parcels, coded with the Land Cover
Category that would be expected to develop by 2040 under the No-Build scenario.
b. 2040 Build Parcels: currently undeveloped parcels, coded with the expected Land Cover
Category that would be expected to develop by 2040 in the Build scenario.
5. Each of these resulting polygon layers was then overlaid on the Baseline Land Cover Raster in GIS
to create two new rasters, one each for the 2040 No-Build and 2040 Build scenarios.
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
For Step 1, the ratio of allocated growth to the total capacity was calculated for each cell within the 2040
No-Build and 2040 Build outputs from CommunityViz. The capacity of each cell was calculated within the
CommunityViz model based on the Place Type designation and development status of each parcel within
that cell area. For example, if all parcels within a 10-acre cell were designated as undeveloped and were
categorized with the Large Lot Residential Neighborhood (LLRN) Place Type in the 2040 No-Build scenario,
then the likely capacity of that cell would be about 22 dwelling units, accounting for the densities allowed
in the LLRN (3.5 units per acre) and the typical site efficiency factor of 62 percent (meaning that any given
site will only be able to use 62 percent of the total area). If the CommunityViz model allocated 22 dwelling
units to that grid cell, then the percent of capacity used would be 100 percent.
When the example grid cell was integrated back into the underlying parcel data categorized as Place Type
LLRN, it would be placed in Group A because 100 percent of the capacity was used and coded as Land
Cover Category 17 (Low Density Residential) per Table 1. This parcel polygon, along with all the others
from the 2040 No-Build parcels, would then be added to the Baseline Land Cover Raster to create a 2040
No-Build scenario Land Cover Raster.
For parcels where the percent of capacity used was between 0 and 75 percent, an algorithm in GIS
reduced the parcel size to equal the percent of capacity used. If CommunityViz outputs indicated that a
specific parcel was expected to fill 50 percent of its capacity, the GIS algorithm would shrink that parcel to
half of its original size. While this introduces some randomness to the future land use forecast, it is also a
consistent randomness across the FLUSA and is allocated by the model without external bias. The function
of this step is to approximate the 'footprint' of development for land cover analysis.
The alternative approach would be for an individual to review each of the more than 35,000 parcels
separately to decide which part of each parcel would develop and to manually erase the section that
would not develop. This would be an extremely time-intensive exercise and would not meaningfully
increase the accuracy of the resulting forecast. It would also likely introduce a reviewer bias to the
process.
Table 3 shows the breakdown of the total area of parcels affected by the different approaches to grouping
and categorizing parcels for the forecasting process. This example is for the 2040 No-Build scenario, but
the results for the 2040 Build scenario are very similar. Approximately 58 percent of the FLUSA area could
accept new development based on the development status of parcels in the CommunityViz input data. Of
those, the CommunityViz outputs indicated that about 33 percent of the developable area would be fully
developed by 2040 and placed in Group A. Parcels comprising another 5 percent of the developable area
were determined to be between 75 and 100 percent developed and were also included in Group A. Group
A parcels were categorized as fully developed in this analysis. Parcels comprising about 50 percent of the
developable area were determined to be between 0 and 75 percent developed (Group B). The GIS
algorithm reduced size of Group B parcels to approximate the'footprint' of development. The remaining
parcels making up about 10 percent of the developable area were determined to have zero used capacity
based on the CommunityViz results and were considered undeveloped in this analysis (Group C).
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
Table 3: Example of Parcel Development Forecast Grouping for the 2040 No-Build Scenario
Area Acres Percent of Total Parcel
�
Total Acres of Parcels in FLUSA
Acreage of Developable Parcels
(coded as undeveloped in CommunityViz)
Parcel Group per CommunityViz Results
Group A: Parcel Acreage with 100% of Capacity Used
Group A: Parcel Acreage with 75%-99% of Capacity Used
Group B: Parcel Acreage between 0% and 75°/o of Capacity Used
278,660
162,770
Acres
52,830
7,550
86,430
100%
58.4% of total area of all
parcels
Percent of Acreage of
Developable ParcelsZ
32.5%
4.6%
52.5%
Group C: Parcel Acreage with 0% Capacity Used 15,960 9.8%
� The total area of parcels in the FLUSA in this analysis is larger than the total area of the FLUSA due to the overlap of cells and
parcels that extend beyond the FLUSA boundary but were included in the effort to categorize and forecast land use.
z Sum of the parts does not equal the total due to rounding of each group.
For the 2040 Build scenario, one final adjustment was made to the land cover raster to incorporate the
footprint of the proposed Complete 540 highway. In GIS, a buffer polygon was calculated from the
centerline of the proposed highway and its associated ramps. For the proposed highway centerline, a
buffer of 240 feet total width was used. For each ramp, a buffer of 20 feet was used. These polygons were
then aggregated and were attributed with the Low Density Mixed Urban land cover category. This
category was chosen as it was consistent with the land cover coding within the NLCD of other major
expressways in the region, such as Interstate 40.
4. Land Cover Results
The following sections describe the land cover results for each of the three scenarios, based on the
conversion of land use data to land cover data.
4.1 Baseline Scenario
Table 4 shows the land cover results for the Baseline. This reflects the land cover in the FLUSA for 2010-
2011, given that the inputs to the Imagine 2040 initiative and the NLCD datasets are from that time period.
Figure 3 shows the land cover of the Baseline scenario within the FLUSA.
Approximately 110,000 acres, or 39 percent, of the FLUSA is developed (i.e., assigned to one of the mixed
urban or residential Land Cover Categories or the Turf/Golf Land Cover Category). About 169,000 acres, or
61 percent of the FLUSA is undeveloped, cropland, or water.
10
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
Table 4: Baseline Scenario Land Cover Results
Land Cover Code
2
20
3
17
18
19
16
4
5
7
8
9
10
11
22
1
Land Cover Category
Low Density Mixed Urban
Medium Density Mixed Urban
High Density Mixed Urban
Low Density Residential
Medium Density Residential
High Density Residential
Turf/Golf
Hay/Pasture
Cropland
Forest
Mixed Forest
Deciduous Forest
Wetland
Emergent Wetland
Bare Rock
Water
Acres
Total
1 Sum of the parts does not equal the total due to rounding of each group.
11
11,191
3,906
8,608
42,975
41,208
1,345
939
4,037
40,150
105,190
707
181
15,770
8
66
2,378
278,658
Percent of Total Area
4
1
3
15
15
>1
>1
1
14
38
>1
>1
6
>1
>1
1
1001
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
Figure 3: Baseline Scenario Land Cover
12
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� Higk� Density Mix�d Urban
� Low D�nsity Residential
� Mediura� Density ResidentiaG
� High Density Residential
� Wetland
� Emergent Wetland
� Water
� Mixed Forest
� Deciduous Forest
- Farest
� �1aylPasture
� Cropland
� TurtlGolf
� Bare Rock
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Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
4.2 2040 No-Build Scenario
Table 5 shows the land cover results for the 2040 No-Build scenario. This reflects the forecasted land cover
in the FLUSA in 2040 if Complete 540 were not constructed. Figure 4 shows the land cover in the 2040 No-
Build scenario within the FLUSA.
This scenario assigns approximately 183,000 acres, or 66 percent, of the FLUSA to a developed Land Cover
Category (i.e., one of the mixed urban or residential categories, or Turf/Golf). About 96,000 acres, or 34
percent of the FLUSA would be undeveloped, cropland, or water under this scenario.
Table 5: 2040 No-Build Scenario Land Cover Results
Land Cover Code
2
20
3
17
18
19
16
4
5
7
8
9
10
11
22
1
Land Cover Category
Low Density Mixed Urban
Medium Density Mixed Urban
High Density Mixed Urban
Low Density Residential
Medium Density Residential
High Density Residential
Tu rf/Golf
Hay/Pasture
Cropland
Forest
Mixed Forest
Deciduous Forest
Wetland
Emergent Wetland
Bare Rocl<
Water
Total
1 Sum of the parts does not equal the total due to rounding of each group.
13
Acres
11,518
5,251
10,706
59,989
92,431
2,014
833
2,434
22,627
57,620
577
151
10,134
6
51
2,317
278,658
Percent of Total Area
4
2
- 4 —
22
33
1
>1
1
- 8 —
21 _
>1
>1
4
>1
>1
1
1001
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
Figure 4: 2040 No-Build Scenario Land Cover
14
Complete 540
La�d Cave� 7'y�e
2040 N�-�uild
� FLUSA Bou�dary
� County Boundary
�� Existing Major Highways
���� e � Pfoposed 540
Lar�d Cover Categories
� Low Der�sity Mixed Urqan
� Mediurn Density Mixed Urban
� Higk� Density Mix�d Urban
� Low D�nsity Residential
� Mediura� Density ResidentiaG
� High Density Residential
� Wetland
� Emergent Wetland
� Water
� Mixed Forest
� Deciduous Forest
- Farest
� �1aylPasture
� Cropland
� TurtlGolf
� Bare Rock
0 2.5 5
���
_�_
' Michaell
I N T E R N A T I 0 N A L
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
4.3 2040 B�aiVd Scenario
Table 6 below shows the land cover results for the 2040 Build scenario. This reflects the forecasted land
cover in the FLUSA in 2040 if Complete 540 were constructed. Figure 5 shows the land cover in the 2040
Build scenario within the FLUSA.
This scenario assigns approximately 184,000 acres, or about 66 percent, of the FLUSA to a developed Land
Cover Category (i.e., one of the mixed urban or residential categories, or Turf/Golf). About 95,000 acres, or
34 percent, of the FLUSA would be undeveloped, cropland, or water under this scenario.
Table 6: 2040 Build Scenario Land Cover Results
Land Cover Code Land Cover Category Acres
2 Low Density Mixed Urban 12,248
20 Medium Density Mixed Urban � 5,293
3 High Density Mixed Urban 11,009
17 Low Density Residential 52,287
18 Medium Density Residential 100,494
19 High Density Residential 2,028
16 Turf/Golf � 816
4 Hay/Pasture 2,336
5 Cropland 22,027
7 Forest 57,287
8 Mixed Forest 530
9 Deciduous Forest 139
10 Wetland 9,782
11 Emergent Wetland I 7
22 Bare Rock I 50
1 Water � 2,324
Total 278,658
15um of the parts does not equal the total due to rounding of each group.
Percent of Total Area
4
2
I 4
19
� 36
1
� 0
] 1 _
� 8
21
� 0
0
4
0
0
I 1
1001
Comparing the forecasted 2040 No-Build scenario results to the 2040 Build scenario results, just over
1,400 additional acres are developed, which is less than 1% of the FLUSA. A detailed comparison of the
two land development scenarios and assessment of indirect land use effects will be provided in ICE Memo
#4.
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Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
Figure 5: 2040 Build Scenario Land Cover
16
Complete 540
La�d Cc�ve� 'I�yp�
2Q40 Build
� FLUSA Boundary
� County Boundary
�� Existing Major Highways
�� � � e � Propased 540
L�rod Cover Categories
I� l�ow pensity Mixed Urban
� Mediurn Density Mixed Urban
� Higk� density Mixed lUrban
� Low Dee�sity Residential
� Mediurr� Density Residentia0
� High Density Residential
I� Wetland
� Emergent VVetland
� Water
� Mixed Forest
� Deciduous Forest
� Farest
� HayfPasture
� Cropland
� TurtlGolf
� Bare Rock
0 2.5 5
���
_�_
Michael 1
I N T E R N A T I 0 N A L
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
5. Impervious Surface Results
The impervious surface coverage was estimated from the land cover estimates for each scenario and was
used in the water quality modeling described in Quantitative ICE Memo #3. The water quality model
Generalized Watershed Loading Function — Enhanced (GWLF-E) was used to analyze contaminant loadings,
baseflow, and runoff at the 12-digit Hydrologic Unit Code (HUC) watershed level. The study area for the
water quality model is slightly smaller than the FLUSA because seven HUCs or portions of HUCs along the
fringes of the FLUSA were excluded from the study area. The areas of these seven watersheds located
within the FLUSA are so small that modeling data for these areas would present data quality concerns.
Additional information about the GWLF-E model and the water quality modeling process and results are
available in Quantitative ICE Memo #3.
The GWLF-E model was run twice for each scenario to estimate a range of likely indirect and cumulative
impacts to the water quality study area. For all model runs, the process described in Sections 2 through 4
of this memo was used to estimate land cover in the water quality study area. The first model run used the
land cover results and the GWLF-E (the model) default values to convert land cover results to percent
impervious coverage for each HUC in the study area. The model's default values represent national
averages for percentages of impervious surface cover; therefore, the defaults would be a conservative
estimate (one that may overestimate impervious cover percentages for land use types and land cover
categories).
Based on a review of existing land cover and land use regulations currently adopted by local communities,
the existing percentages for impervious surface by land cover type in the FLUSA are lower, as shown in
Table 7. For this reason, a second model run was conducted using percent impervious estimates that were
specifically calculated based on conditions observed in the FLUSA. The 2010 NLCD data were used to
obtain the percent impervious coverage for each land cover type within the water quality study area. The
percent impervious coverage by land cover type was then averaged across the water quality study area.
The average impervious cover estimate for each land cover type (Table 7) was then applied to the parcels
within each HUC to estimate the overall percent impervious coverage under each land use scenario.
Although the average percent impervious coverage estimates were derived from observed percent
impervious coverage in 2010, the percent impervious cover for the 2010 scenario is a theoretical estimate.
The percent impervious estimates for the 2010, 2040 Build, and 2040 No-Build scenarios were calculated
with the same methodology of using averages for the entire water quality study area. The percent
impervious coverage estimates by land cover category developed for use in the second model run provide
a closer approximation of regulatory limits that currently apply in much of the FLUSA, including open
space regulations and impervious surface limits, as discussed in Section 2 of Quantitative ICE Memo #4.
Table 7 shows the percent impervious coverage by land cover type used in each model run. With one
exception, the observed impervious surface ratios are lower than the default values from the model for
each land cover type. The one exception is Low Density Mixed Urban land cover category, which accounts
for a very small amount (approximately 4 percent) of the land cover in the FLUSA. The first model run
appears likely to produce higher impervious surface estimates than would be expected in the FLUSA, and
the second model run could produce some under-estimation of impervious surface percentages;
therefore, Model Run 2 provides a low-end-of-range estimate, and Model Run 1 provides a high-end-of-
range estimate. The future results are expected to fall between the values of the two model runs for each
17
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
watershed.
Table 7: Percent Impervious Coverage by Land Cover Type Used in Model Runs 1 and 2
Land Use
Code
17
18
19
20
Land Cover Category
Low Density Mixed Urban
High Density Mixed Urban
Low Density Residential
Medium Density Residential
High Density Residential
Medium Density Mixed Urban
Percent Impervious
Model Run 1 Model Run 2
GWLF-E Defaults
(Upper Limit)
i 15
87
15
52
� g� �
52 I
Observed Baseline
(Lower Limit) ,
18
29
9
12
33 I
25
Table 8 shows the Model Run 1 impervious surface estimates for all three scenarios for the water quality
study area and all the watersheds therein. Table 9 shows the Model Run 2 impervious surface estimates
for all three scenarios for the water quality study area and all the watersheds therein. Figure 6 presents a
graphic comparison of the difference in estimated percent impervious coverage by water quality study
area and HUC between the 2010 and future scenarios for each model run.
In the water quality study area, estimated impervious surface coverage increases by 12 percent using the
Model Run 1 estimation methodology and by 3 percent using Model Run 2 methodology from the 2010 to
2040 No-Build scenarios. Between the 2010 and 2040 Build scenarios, the estimated percent impervious
increases by 13 percent for Model Run 1 and by 3 percent for Model Run 2. From the 2040 No-Build to
2040 Build scenarios, estimated impervious surface coverage increases by one percent or less for the
entire water quality study area for both model runs. These figures and the corresponding acreage
amounts for the Water Quality Study Area are shown in Table 10. In acres, the difference in estimated
impervious surface between 2010 and the 2040 No Build scenario is over 32,000 acres and the difference
from the 2040 No-Build to the 2040 Build scenario is 3,400 acres in Model Run 1. For Model Run 2, these
figures are 8,800 acres from 2010 to the 2040 No-Build Scenario, and 500 acres for the difference between
2040 No-Build and 2040 Build scenarios.
Most watersheds see an increase in impervious surface from the 2010 to 2040 No-Build scenarios, as is
consistent with growth projections for the area in most watersheds, with a relatively small incremental
increase from the 2040 No-Build to 2040 Build scenarios. Impervious surface coverage is projected to
increase by one percent or less from the 2040 No-Build to the 2040 Build scenarios in most watersheds for
Model Run 1 and by less than one percent in all watersheds for Model Run 2. In Model Run 1, three
percent increases in impervious surface coverage were estimated between the 2040 No-Build to 2040
Build scenarios in Middle Middle Creek, Poplar Creek-Neuse River, and White Oak Creek (Upper). In
addition, the estimation method for Model Run 1 projected a 6 percent increase in the Mahlers Creek-
Swift Creek watershed from the 2040 No-Build to 2040 Build scenarios. Projected increases in estimated
percent impervious coverage were less than one percent in these watersheds for Model Run 2.
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Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
Table 8: Upper-Limit Impervious Surface Results for Model Run 1 of the 2010, 2040 No-Build, and 2040
euild Scenarios
Water- 2010
shed Name
ID (�)
Water Quality Study Area 14
1 White Oak Creek (Lower) 10
2 Avents Creek-Cape Fear River 4
3 Hector Creek-Cape Fear River 5
2040
N o-
Build
��)
26
28
5
7
Difference Difference Difference
between 2040 between between
2010 and 2040
Build 2010 and
2040 2040 No-Build
No-Buildl �/� and 2040
(/� Buildl (%) guild1(%)
12 27 13 1
18 29 20 1
<1 5 <1 <1
2 7 3 <1
4 Camp Branch-Black Creek 6 7 <1 7 <1 <1
5 Neills Creel< 16 33 18 33 18 <1
6 Little Black Creek-Blacl< Creek 9 22 13 23 15 1
7 Buckhorn Creek 12 29 17 30 18 <1
8 Lower Middle Creek 8 13 5 14 6 1
9 Reed Branch-Swift Creel< 12 21 10 22 10 <1
10 Piney Grove Cemetery-Swift Creek 7 12 5 13 6 <1 ]
I 11 Middle Middle Creek 16 28 12 31 15 3
12 White Oak Creek (Cape Fear Basin) 14 20 6 20 6 <1 �
13 Little Creek (Lower) 9 22 13 22 13 <1 �
14 Upper Middle Creek 22 39 17 39 18 <1
i 15 Mahlers Creek-Swift Creek 14 29 15 34 21 6 �
16 Lake Benson-Swift Creel< 19 26 7 26 7 <1
17 Lal<e Wheeler-Swift Creel< 21 24 3 24 3 <1
18 Walnut Creek 21 38 17 38 17 <1
19 Poplar Creek-Neuse River 11 27 16 30 20 3
20 Marla Creek 7 25 18 26 18 <1 �
21 Lower Crabtree Creek 39 40 2 40 2 <1 �
22 White Oak Creek (Upper) 20 38 18 40 21 3 �
23 Little Creek (Upper) 25 38 13 38 14 <1
1 Note: all results are rounded and, as such, may not appear to add/subtract correctly. For example, 1.4% rounds
to 1%, while 1.7% rounds to 2%, but the difference between them, 0.3%, would be shown as <1. Note that all
figures use the watershed acreage as the denominator and are mathematically comparable (i.e., the difference
between the 2040 No-Build and 2040 Build scenarios is the mathematical difference between each scenario's
percentage result, as opposed to a relative percentage change from the 2040 No-Build result).
19
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
Table 9: Lower-Limit Impervious Surface Estimates for Model Run 2 of the 2010, 2040 No-Build, and
2040 Build Scenarios
Water-
shed Name
ID
Water Quality Study Area
1 White Oak Creek (Lower)
2 Avents Creek-Cape Fear River
3 Hector Creek-Cape Fear River
2040 Difference Difference
2010 No- between 2040 between
(%) Build Z�10 and Build 2010 and
��� 2040 No- (%) 2040
Buildl (%) Buildl (%)
5
4
2
2
8
9
2
3
3
5
<1
<1
9
9
2
3
3
5
<1
<1
Difference
between
2040 No-
Build and
2040
Buitdl (%)
<1
<1
<1
<1
4 Camp Branch-Black Creek 3 4 <1 4 <1 <1
5 Neills Creel< 5 10 4 10 4 <1
6 Little Black Creek-Black Creek 3 6 3 7 4 <1
7 Buckhorn Creek 4 8 4 8 4 <1
8 Lower Middle Creek 3 5 1 5 2 <1
9 Reed Branch-Swift Creel< 4 7 2 7 3 <1
10 Piney Grove Cemetery-Swift Creek 4 S 1 5 1 <1
11 Middle Middle Creek 5 8 3 9 4 <1
12 White Oak Creek (Cape Fear Basin) 5 7 2 7 2 <1
13 Little Creek (Lower) 4 7 3 7 3 <1
14 Upper Middle Creek 7 11 4 11 4 <1
15 Mahlers Creek-Swift Creek 5 10 5 11 5 <1
16 Lake Benson-Swift Creel< 7 10 3 10 3 <1
17 Lake Wheeler-Swift Creek 9 10 1 10 1 <1
18 Walnut Creek 7 12 4 12 4 <1
19 Poplar Creek-Neuse River 4 8 5 9 5 <1
20 Marks Creek 2 7 5 7 5 <1
21 Lower Crabtree Creek 15 16 <1 16 <1 <1
22 White Oak Creek (Upper) 7 13 6 14 6 <1
23 Little Creek (Upper) 9 12 3 12 3 <1
1 Note: all results are rounded and, as such, may not appear to add/subtract correctly. For example, 1.4% rounds
to 1%, while 1.7% rounds to 2%, but the difference between them, 0.3%, would be shown as <1. Note that all
figures use the watershed acreage as the denominator and are mathematically comparable (i.e., the difference
between the 2040 No-Build and 2040 Build scenarios is the mathematical difference between each scenario's
percentage result, as opposed to a relative percentage change from the 2040 No-Build result).
20
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
Figure 6: Change in Percent lmpervious from 2010 to 2040 No-Build Scenarios and 2010 to 2040
Build Scenarios for Model Runs 1 and 2
Change in Estimated Imperuious SurFace j%)
0 5 l0 15 20 25
WaterQuality Study Area �
�
White Oak Creek (Lower)
�
�Avents Creek-Cape Fear River
Hector Creek-Cape Fear River �
—i
CampBranch-BlackCreek �
Neills Creek �
Little Black Creek-Black Creek
�
Buckhorn Creek
Lower Middle Creek
Reed Branch-Swift Creek
�
�
Piney Grove Cemetery-Swift Creek
�
Middle Middle Creek
�
�
White Oak Creek (Cape Fear Basin)
i
Little Creek (Lower)
Upper Middle Creek ,
�
Mahlers Creek-Swift Creek
Lake Benson-Swift Creek , I 1
� I �
Lake Wheeler-Swift Creek �
Walnut Creek
�
Poplar Creek-Neuse River ,
�
Marks Creek
�
Lower Crabtree Creek �
WhiteOakCreek(Upper)
Little Creek (Upper)
�
❑2010 to 2040 No-Build (Model Run 1) �2010 to 2040 Build (Model Run 1)
1-12010 to 2040 No-Build (Model Run 2} l� 2010 to 20A0 Build (Model Run 2)
21
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
Table 10: Water Quality Study Area Summary Results for Impervious Surface
Model Run and Units
2010 2040 Difference
No-Build between
2010
and
2040
No-Build1
2040 Difference
Build between
2010
and
2040 Build1
Difference
between
2040
No-Build
and
2040 Build1
_,__ — J— _ - -
Model Run 1- percentage 14 26 12 27 13 1
Model Run 1- Acres � 38,600 72,000 32,100 75,400 35,500 3,400
Model Run 2- percentage 5 � 8 , 3 9 3 I <1
Model Run 2- Acres 14,600 23,400 8,800 I 23,900 I 9,300 500
The Water Quality Study Area (as shown in Figure 2) includes approximately 275,800 acres. The acreages above are based on
detailed impervious surface calculations and are not a product of the rounded percentages shown.
Some watersheds show a decrease in estimated impervious surface coverage from the 2040 No-Build to
2040 Build scenarios. These reductions are likely due to changes in the types of development and
associated density assigned to the parcels in these watersheds. This finding is consistent with the
qualitative ICE documentation provided in the DEIS that indicated the main differences between the No-
Build and Build will be the timing, location, and intensity of development. Land use changes associated
with the 2040 No-Build scenario are influenced more by the existing (and projected) roadway network
without Complete 540, whereas the 2040 Build scenario land use changes include the influence of
Complete 540. As explained in Quantitative ICE Memo #1, the CommunityViz model accounts for this
influence by utilizing customized inputs for attractiveness factors to forecast future land use.
6, T�affic Analysis Zone-Level Socioeconomic Forecast �esults
As part of the CommunityViz model outputs, a new set of TAZ-level socioeconomic data was forecasted for
the 2040 No-Build scenario. These data provide estimates of the numbers of households and jobs
expected within each TAZ associated with the FLUSA in 2040 under the No-Build scenario. These data will
be used to conduct a traffic analysis of possible indirect effects of the proposed highway using the regional
travel demand model, the TRM.
The socioeconomic data generated by CommunityViz report households instead of dwelling units.
Households are slightly different than dwelling units because some dwelling units may be vacant. The
number of households in a TAZ is equal to its number of occupied dwelling units. The number of
households (or occupied dwelling units) is more useful information for a travel demand model because
vacant dwelling units do not produce travel demand. On the other hand, the number of dwelling units is
more useful to land use and water quality studies because even vacant dwelling units affect the
environment due to their impervious surface.
• Figure 7 shows the difference in the numbers of households by TAZ between the 2040 Build
22
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
scenario and 2040 No-Build scenario forecasts.
• Figure 8 shows the difference in the numbers of jobs by TAZ between the 2040 Build scenario and
2040 No-Build scenario forecasts.
In both figures, red hues show areas with fewer households orjobs in the 2040 No-Build scenario
compared to the 2040 Build scenario, while blue hues show areas with more households orjobs in the
2040 No-Build scenario compared to the 2040 Build scenario. In other words, the red areas have more
households orjobs in the 2040 Build scenario. Those areas have negative values in Figures 7 and 8 because
the comparison is presented as the difference from the 2040 Build scenario (which represents the existing
forecasts and expected growth) to the newly-derived 2040 No-Build scenario.
Although the changes made to the population and employment control totals described in Quantitative
ICE Assessment Memo #1 were limited to only Wake and Johnston counties, the CommunityViz model
operates at a regional scale and recalculates attractiveness scores across the region whenever a new
model run is completed. In addition, the model incorporates a randomness factor that means even if all
inputs are the same, two model runs would result in some differences. Therefore, the maps only highlight
TAZs with a difference of more than 20 households orjobs. The patterns of relative increases and
decreases of TAZ-level household and jobs illustrate not only the slightly reduced amount of growth
projected for the 2040 No-Build scenario, but also a redistribution of growth related mostly to the
differences in attractiveness factors.
Using the CommunityViz model results, the induced growth between the 2040 No-Build and 2040 Build
scenarios within the FLUSA is approximately 7,000 households and 6,000 jobs. The difference between the
2040 No-Build and 2040 Build scenarios amounts to approximately 5% higher number of jobs and 7%
higher number of households in the FLUSA under the 2040 Build scenario compared to the 2040 No-Build
scenario.
The map of the differences in households shows that the 2040 No-Build scenario has fewer households in
most TAZs along the proposed Complete 540 Preferred Alternative corridor, particularly:
• In the portion between US 401 and US 64/264
In some TAZs farther from the proposed highway in the general quadrant south and east between
US 401 and US 64/264 (I-495)
Some TAZs in the FLUSA gain households in the 2040 No-Build scenario compared to the 2040 Build
scenario. Most of these TAZs are in Harnett County and around Apex. One TAZ near US 401 and the
proposed Complete 540 and one TAZ near the proposed Complete 540/I-40 interchange also show
increases in households. Overall, though, the TAZs with gains in households have much smaller gains than
those that have losses when comparing the 2040 No-Build scenario to the 2040 Build scenario. As a point
of note, more rural TAZs are larger, but their size does not imply a greater difference in population.
The map of the difference in the number of jobs by TAZ shows that the 2040 No-Build scenario has fewer
jobs in TAZs in the FLUSA in three key areas:
• Along the proposed Complete 540 Preferred Alternative corridor
23
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
• Along I-40
� Along US 70 east of the proposed Complete 540 Preferred Alternative corridor
Overall, where TAZs gain jobs in the 2040 No-Build scenario, they tend to gain fewer jobs than the TAZs
that lose jobs. Again, rural TAZs are larger, but their size does not imply a greater difference in
employment.
The 2040 No-Build scenario TAZ-level socioeconomic data outputs will be utilized in the TRM to project
future potential traffic conditions for comparison to the 2040 Build scenario as part of the assessment of
indirect and cumulative effects.
24
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Resu/ts
November 2017
Figure 7: Change in Number of Househo/ds by Traffic Analysis Zone from the 2040 Build Scenario to
the 2040 No-Build Scenario
25
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
Figure 8: Change in Number of Jobs by Traffic Analysis Zone from the 2040 Build Scenario to the 2040
No-Build Scenario
�
Complete 540 Quantitative ICE: Memorandum on Land Use Scenario Methodology and Results
November 2017
7. Next Steps
Two steps remain in the Quantitative ICE process.
Assess the indirect and cumulative water quality effects of the land use differences using the land
cover rasters of each scenario and a water quality model to calculate differences in pollutant
loading in the FLUSA watersheds.
Input the 2040 No-Build scenario TAZ-level socioeconomic data outputs into the TRM to project
future potential traffic conditions for comparison to 2040 Build scenario projections.
Both of these modeling exercises will help in estimating any potential indirect effects of the proposed
project. The outputs will also be used in combination with other information on past, present, and future
actions by federal, state, local, and non-governmental entities to assess potential cumulative effects
associated with the proposed project. The water quality modeling findings will be documented in ICE
Memo #3, the traffic analysis findings will be documented in the ICE Traffic Assessment Memo, and the
full discussion of indirect and cumulative effects will be contained in ICE Memo #4.
8. References
H.W. Lochner, Inc. 2014. Indirect and Cumulative Effects Report. STIP No: R-2721, R-2828, and R-2829.
Prepared for NCDOT, Raleigh, NC.
H.W. Lochner, Inc. 2015. Draft Environmental lmpact Statement — Complete 540 Triangle Expressway
Southeast Extension. STIP No: R-2721, R-2828, and R-2829. FHWA-EIS-15-02-D. Prepared for NCDOT,
Raleigh, NC.
Michael Baker Engineering. 2017. Memorandum on Local JurisdictionalOutreach Methodology Updates
(Quantitative ICE Assessment Memo #1) for Complete 540 — Triangle Expressway Southeast Extension.
Prepared for NCDOT, Raleigh, NC.
TJCOG (Triangle J Council of Governments). 2011. Building a Regional Framework: Place Types for Imagine
2040 — The Triangle Region Scenario Planning Initiative. Durham, NC.
TJCOG (Triangle J Council of Governments). 2013. Imagine 2040 - The Triangle Scenario Planning Initiative,
Final Summary Document. Durham, NC.
USGS (US Geological Service). 2012. National Land Cover Database. Factsheet 2012-3020. Sioux Falls, ND.
27